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Home My WebLink AboutWEST DAY SUBDIVISION LOT 3 GORE CREEK PLACE RESIDENCE PROJECT MANUALfflorc6 Crzrnmon Go* Ccce,F Pfae Kesrc\ence fto5<c\ f\.nro\ Gore Creek Residences Residential I I I I I I I I T I I t I I t t I I I -Hougland & Aseociates-- T?fs den hag been ravierrrred by: ThodmFacaefeoroanoappeeliE @n$y.JIh the requirements of: Project Manual Issued for Permit Issue No. 64. - l0A/l l,12, 13 & 14 OPY BO,{ -62-ss/SoV- o"-tG 07 February 2005 eFrG 6ory Vail Resorts Development Company 137 Benchmark Road Avon, Colorado 81620 4240 ARCHITECTURE l62l lSthStreet Suite 200 Denver, Colorado 80202 I I s T I I I I ! t I I SECTION 0000r PROFESSIONAL SEALS PAGE GORE CREEK RESIDENCES _ TUNNEL & RESIDENCES vArL,coLoRAIlo Uwe hereby certiff that these Conract Documents have been prepared by mey'us or under my/our direct supervision in accordance with the rules and Architecs/Engineers practicing in the State ofColorado. ARCHITECT 42 140 Architecture, Inc. 1621 18th Street Suite 200 Denver, Colorado 80202 CTVILENGINEER Alpine Engineering, Inc. 34520 Eighway 6, Unit A-9 Edwards Business Center Edwards, Colorado 81632 STRUCTI,JRAL ENGINEER Monroe & Newell 70 Benchmark Road, Suite 204 Avon, Colorado 81620 MECHANICAL / PLIJMBING / ELECTRICAL ENGINEER M-E Engineers, Inc. 48 East Beaver Creek Boulevard, Suite 307 Avoq Colorado 81620 ( I I t lt I t I $uet:t ttct*t- Gore Creek Residences Tunnel & Residential Vail, €olorado . 03January2005 qr"%'/ \-a @ E. RANDAL JOHNSCIi.I $+w{l'.?'" ffi;ffi i= Oq++eA: f,itiii,.'.SLliunnq;-P'j-*" 'L'.. ! ir, .,,l-r., nr\ P i: 4 roouvs -: i^ !...-.I.-.a] !s/6sx;E\ Professional Seals Page FIRE PROTECTION / F'IRE ALARM ETIGINEERS Rolf Jensen & Assoclates, Inc. 1324 15th Street Denver, Colorado 80202 r' ' 'i-l'" -' , ' I il I , il I I I Gore Creek Resldences Tunnel & Residendsl Vail, Colorado 03 January 2005 Professional Seals Page 00001 - 2 t I I t I I I I I I I t I i SECTION 00002 LIST OF CONSI,]LTA}ITS END OF'SECTION I I t ! T Gore Creek Resldences Tunnel & Residential Vail, Colorado 03 January 2005 ARCHITECT CIVIL EI\GINEER 42 | 40 Architecture, Inc. 162l l8th Street Suite 200 Denver, Colorado 80202 Alpine Engineering Inc. 34520 Highway 6, UnitA-9 Edwards Business Center Edwards, Colorado 8 1632 STRUCTI,JRAL ENGINEER MECIIANICAL, PLUMBING AND ELECTRICAL ENGINEER Monroe & Newell Engineers 70 Benchmark Road Suite 204 Avo4 Colorado 81620 M-E Engineers, Inc. 48 East Beaver Creek Boulevard Suite 307, Avon, Colorado 81620 LANDSCAPE ARCHITECT WATERPROO['ING Dennis Anderson Associates, Inc. POBox 1387 Edwards, Colorado 8 1632 Wiss, JanneS Elstner, Associates, Inc. 10881 West Asbury Avenue Suite I l0 Lakewood, Colo rado 8022'l ACOUSTICS LIFE SAFETY Sonics, ESD 130- l/2 Dunecrest Avenue Monterey, Califomia 93940 Rolf Jensen & Associates' Inc. 1324 Fifteenth Street Denver, Colorado 80202 List of Consultants 00002 - I I I t I I I I T I I I I I I I t I I I SECTION 0000s TABLEOFCONTENTS DWISION O-BIDDING REQTJIREMENTS, CONTRACT F'ORMS AND CONDITIONS OF THE CONTRACT DATE ISSUE SPECTFICATIONS DrvlsroN I-GENERAL REQUTREMENTS 00001 00002 00005 00500 00860 00901 00902 00903 01000 0r005 01010 01030 01039 01040 0t045 01050 01078 01090 o1200 01300 01310 01400 01410 01500 01550 01600 0t630 01700 01730 DTVISION 2 _ SITEWORK 02220 02230 02260 02300 02370 02510 02515 02516 02530 02580 02590 Professional Seals Page Consultants List Table of Contents AgeementForms List of Drawings Addendurn No. I AddendumNo.2 AddendumNo.3 General Provisions Administrative Provisions SummaryofWork Alternates Pre-Constuction Coord ination Project Coordination Cutting and Patching Field Engineering Definitions and Explanations Reference Standards Project Meethgs Submittals Construction Schedules and Reports Quality Contol Testing laboratory Services Construction Facilities and Ternporary Controls Access Roads and Parking Areas Material and Equipment Product Options and Substitutions e,onract Closeout Operation and Maintenance Data 0l/03/05 6A-10A/11 0l/03/05 6.4-10A/11 0u28t05 14 0l/03/05 6A-10A/ll 0U28t05 140uta05 n0vr9l05 130v28t05 t4 0l/03/05 6A-10A/11 0U03t05 6A-10A/l I 0l/03/05 6A-l0A/ll oli r9l05 13 0t103105 64-10A/l l 0l/03i05 6A-10A/1 1 0t/03/05 64-10A/ll 01/03/05 6A-l0A/u 0t/03/05 64-10A/ll 0l/03/05 6A-t0A/ll ol/03/o5 6A-10A/ll 0l/03/05 6A-10A/ll 0l/03/05 6A-10A/1 I 0l/03/05 6A-10A/lr 01i03/05 6A-104/ll 0l/03i05 6A-10A/ll 0t/03i05 6A-t0A/lt 0l/03/0s 6A-10A/l l 0l/03/05 5A-l0tl I 0l/03i05 64-10A/ll 0l/03/05 6A-t0A/ll 0l/03/05 6A-10A/ll 01103t05 6A-10A/l I 0l/03/05 6,{-l0A/11 01i03/05 6A-t0A/lr 0l/03/05 64'-104/ll 0l/03/05 6A-10A/ll otlo:los 64-10A/ll 0l/03/05 64-10A/ll 0l/03/05 6A-10A/ll 0l/03/05 6A-10.A/l I 0l/03/05 64-10A/ll Gore Creek Residences ' Resldential Vail, Colorado 28 January 2005 Site Demolition Site Clearing Excavation Support and Protection Earthwork Erosion and Sedimentation Control Water Distribution Concrete Udt Pav€rs Flagstone Sanitary Sewer System Electric, Communications, and Gas Systems Pavement Marking Table of Contents 00005 - I 02620 02630 02810 02900 02970 DTVISION 3 - CONCRETE Subdrianage Systerr Strom Drainage Landscape Irrigation kndscape Planting I-andscape Mainteoance Cast-In-Place Concrete Site Concret€ Stone Vetreer Stonecou ertops 01i03/05 0l/03/05 oUo3t05 0l/03/05 0r/03/05 6A-t0A/ll 64,-toA/ll 6A-l0A/il 6A-l0A/n 6A-10A/ll I t t I03300 033 l0 04400 04405 DIVISION 4 - MASONRY 0l/03/05 0l/03/05 0!/03/05 0l/03/05 6A-l0Allt 6A-l0A/ll 64-l0A/ll 6A-t0Alll I t I I I I I I I DTVISION 5 -METAL 05120 05500 06r00 06105 06130 06200 06410 082t2 08310 08610 08710 08800 DTVISION 9 - FINISEF,S Stuctural Steel Metal Fabrications Stile and Rail Wood Doors Access Doors Clad Wood Windoun and Doors Door Hardware Glazmg 0l/03/05 0l/03/05 6A-loA/il 6A-l0A/ll DTVISION 7 - TMRMAL AND MOISTI'RE PROTECTION DTVISION 6 -WOOD AND PI,ASTICS Rougb Carpentry rilood Blocking and C\ubing Heavy Timber Finish Carpenty Custom Casework 072r2 07213 07214 07260 07265 07270 07313 0746r 0751I o7520 07620 m900 Board Insulation Batt and Blanlat lnsulation Spray4n lnsulation Vapor Retarders Vapor Barrier for Crawlspaces Air and vapor Barrier Roof Shakes Wood Siding Spray-Applied Foundation Wall Waterproo fing Hot-Applied Waterppsfi ng Membrane for Terraces Sbeet Metal Flashiag and Trim Ioint Sealers DTVISION 8. DOORS AI{DWINDOWS 0l/03/05 0l/03/05 0l/03/05 0rn3n5 0u03105 o1l03lo5 0r/03/05 0l/03/05 0l/03/05 0l/03/05' 0v03t05 0U03l0s 0l/03/05 0r/03/05 0t/03/05 0l/03/05 0u03t05 6A-t0A/ll 6A-l0A/ll 6A-l0A/l I 6A-l0A/ll 64-104/ll 6A-10A/ll 6A-10A/l I 6A-104/r l 6A-loA/t I 6A-l0A/ll 6A-l0A/l I 6.4-l0A/l l 6A-l0A/ll 6A-toA/ll 6A-l0A/l I 6A-t0A/ll 6A-10A/ll 64-r0A/l l 64-l0A/l l 64-l0A/ll 64-l0A/l I 6A-10A/r I I I T I I 0l/03/05 0l/03/05 0l/03/05 0l/03/05 0l/03/05 Pordand Cement Plaster (Stucco)0l/03/05 6A-104/l I Gore Creek Residences - Residential' VailColorado 28 January 2fi)S 00005 - 2 t I Table of Contents I I @260 Glpsum Board Assemblies! 09300 FloorTiles W632 Stone Flooring I 09640 HardwoodFlooring I 09686 Carpa 09900 Painting I DrvIsIoN ro - sPEcrALTrEsI 10305 Fireplaces and Flues I 10800 Toilet and Bath Accessories I 10825 Sbower Door Enclosures I DIVISION 11 -EQUIPMENT ! l:1'52 Residential Appliances I DrvrsloN I2-FURNIsHTNGS I Not Used I DTVTSTON 13 -SPECTALCONSTRUCTToN Not Used t DryrsloN l4-colwEYrNGsYsTEMs l l4l00 Dumbwaiters :' DTVISION 15 - MECHAMCAL I 1500t(&16001)MechanicalandElecricalCoordination I 15010 Basio Mechanical Requirements 15050 Basic Mecahnical Materials and Methods I t 5060 Pipe and Pipe Fittingst Hl8 X,fl",'o,"",*", 15140 Pipe Supports and Anchors I l5l?o Motors and Srarters I 151'12 Elecronic Speed Conrollers 15240 Vibration Control I 15250 Mechanical Insulation I 15300 Fire Sprinkler and Standpipe Systems 15410 Plumbing Piping - 15440 Plumbing Fixtures I 15450 Plunbing Equipment t 15486 Natural Gas Systems 15510 HydronicPiping I 15515 SnowMelting System PipingI ffi! #,ti*o' -. 15670 Air-Cooled Condensing Units I 15830 Heating Terminal Units f 15853 FanCoilUnit t 5 890 Ductwort< I Table of ContentsI r 0l/03i05 6A-l0A/tl 0l/03/05 6A-l0A/ll 0U03t05 64-104/l I 0l/03/05 64-104/ll 0l/03/05 6A-l0Alil 0l/03i05 64-loA/il 0v12l0s 12 0l/03/05 6A-10A/ll 0l/03/05 6A-10A/ll ov03l05 64'-10A/l I 0l/03/05 6A-10A/ll 0t/03/05 6A-l0A/ll 0t/03i05 6A-10A/11 0l/03/05 6A-l0A/il 01i03/05 6A-t0A/il 0l/03/05 6A-10A/ll 0l/03i05 6A-1oA/t I 0v03/05 64'-l0A/ll 0l/03/05 6A-10A/llav$ns 6A-104/ll 0l/03/05 6A-104/ll 0t/03/05 6A-l0A/ilouta0s n 0t/03/05 6A-l0A/il 0r/03/05 6A-10A/ll 0l/03/05 6A-10A/ll 0l/03/05 6A-l0A/n 0l/03/0s 6A-t0A/ll 0l/03/05 64-10Alll 0l/03/05 6A-104/ll 0l/03/05 6A-10A/ll 0ti03l0s 6A-l0A/ll 0l/03/05 6A-10A/ll 0l/03/05 64-10.A/11 0r/03/0s 64-104/ll 00005 - 3 Gore Creek Residences - Residential VaiI, Colorado 28 January 2lD5 15935 15950 15990 16010 16080 l6l l0 16t20 16135 16140 16210 16350 16450 16510 1672r 16741 Air Inlets and Outlets Contols and lnstrumentation Test-Adjust-Balance 0l/03/05 0V03/05 0l/03/0s 6A'-loA/t I 6A'-l0A/l I 6A.-l0A/l I I I I I I t t ,l I t T I I t l I I I I DTVISION T6 - ELECTRICAL Electrical Requirements Manufacturers Raceways Wires and Cables Electrical Boxes and Finings Wiring Devicas Panelboards Grounding Ligbting Fixtues Intelligent Reporting Fire Detection Systern Fire Alarm Systeo Telephone Systems ENDOFSECTION 0l/03/05 01103/0s 0l/03/05 0l/03/0s 0l/03/05 0l/03/05 01/03/05 01/03/05 0l/03/05 0l/03/05 0l/lu05 0l/03/05 6A-104/l I 6A-l0A/ll 6A-loA/n 6A-l0A/ll 6A-l0A/t I 6A-l0A/l I 6A-10A/l l 6A-l0A/ll 6A-104/l I 6A-104/l I 12 6A-l0A/ll ATfACHMENT -''INTERIOR SPECtrICATIONS" Gore Creek Residences - Residendal VaiI, Colorado 28 January 2lD5 Table of Contents 00005 - 4 I r o"i3iil'3$'ol'Jk' I PARTT GENERAL I.OI GENERAL II A. Forms as listed or set forth in this Section shall be used as a basis for all required documents, completed in detail as they apply, for, and during the life of the Contract; shall be prepared by the I Contractor and/or the Architect in accordance with tbe particular requirements ofthis Contract, and I shall be submitted to and accepted by the Architect or the Contractor, except where otherwise specifically noted in these Documents. I t.oz coNSTRUcrroNADMrNrsrRATIoNI.t _ A. The following standard forms, as printed and distributed by the American Institute of Architects (AlA), shall be furnished by the Architect at cost, when required by the Contractor. I FORMDESCRIPTIONI t t I Change Order Application for Payment Certificate for Payment Certificate of Substantial Completion Proposal Request Architect's Supplemental Instructions Architect's Field Report Constnrction Change Directive Submittal Transmittal Request for Interpretation (RFI) Transmittal Substitution Request Not Used END OF SECTION AIA GTOI AIA C7O2 AIA G7O3 AIA G7O4 AIA G7O9 AIA G?IO AIA G7I I AIA G714 attached attached attached I PARr2 PRoDUcrs Not Used I PARr3 ExEcurroN I I t I I AgreementForms 00500 - f Gore CreekResldencesr Tunnel & Residential Vail, Colorado 03 JanuarY 2005 l I I I l I t z*n SUBMITIAL NUMgER: REQUIRED RETURN DA E: ORIGINAT ENCTOSURES: SUBMITTAL TRANSMITTAL Gore Creek Residences PRoJECT No.: 20900.00 F|LE: Submifiol Log SUBCONTRAC]OR: coPtEs DATED OESCRIPIION: Submihol Rouling Genl Corinciorbe l40 Submitled bv: 1521 lSlh St.. Sfe.200, Denver, CO ffin2 | 1.]fl3.n2.3388 | F.303.292-31l3 Dole: Received bv: 42 | 40 lo Consutonf 1 : Dole: Dote: Dote: Senl by: Received by: Commenls: I I I I I t I t I I I I 42140 fo Consultonf 2: Senl by: Received by: Doie: Dote: Commenls: Consulloni I lo 1214O:, 162l l8't'St.. s|e.200, Denver, CO @2oz I T.n3292.3388 1F.303.292.3113 Sent by:Dole: Dote:Received by: Commenls: Consultont 2 to 42140: l62l l8rh St., Sle. 200. Denver, CO ffi?fz | 1.303.292.3388 | F.303.29231]3 Senl by:Dole: Dote: Commenis: Received by: 42l/()ioCf,nl Co'tocnoc Sent by: Received by: Dote: Dote: Comments: nr'/#t RFI NUMBER: RFITRANSMITTAL Gore Creek Residences PRoJECT No.: 20900,00 Fr.E: RFI Log SUBCOMRACTOR: I I I ISUBJECI: REQUIRED REIURN DAIE RFI Roullng GeJ'f Corfoctorb tA l& l62l l8t 5l., Sle.200, Denver, CO NW2 | |. n3.n2.3388 |F.303.292.31 l3 Submilled by: I I t I T I I Received by: Dole: Dote: Dole: Dole: 42lttOlo Consullonl l: Senl by: Received by: Comments: 42 140 to Consullont 2: Senl by: Received by: Commenls: Dole: Doie: Consuflont 1to 42140: Senl by: Received by: Comments: Consuflont 2 to 42140: 162l l8'' St., Sle.200. Denver, CO &n2 | |.W.nZ$88 I F.303.292.3113 Seni by:Dole: Dole: Commenls: 162l l8i Si., Ste.200, Denver, CO nn2 | l. W.n2.3388 I F. 303.292.31 13 Dole: Received by: t I T rg | 4{)b Gen'l Corilocioc Sent byr Received by: Dole: Dole: Commenls: I I I I I t I CORE CRXEK RESIDENCES ST'BSTITUTION REQTIEST I Date: The Contactor hereby requests acceptance ofthe following product or system as a Substitution from that required t by the Contract Documents. Specified Product or System: I Substitution Product or System: L Specification Section Number: t I Reason for Substitution: I Check ( v ) ifanached, or (N/A) ifnot applicable. Provide the Following Attachments: I Check ( v ) if anached, or (N/A) ifnot applicable. t t I I I I t I I I I I l) Substitution is required for compliance with subsequent interpretation of Code requirements or insurance regulations. 2) Products become unavailable due to no fault ofthe Connactor. 3) Subsequent information discloses inability ofspecified product to perform properly or to fit in desigrrated space, or product Manufacturer refises to certiry or warrant performance ofproduct as required. 4) When, in the Architect's judgment, a Substitution would be substantially in the Owner's best interest due to cost. time or other considerations. I ) Catalogs and drawings showing capacities, operatiors, frmctions, dimensions, construction details, methods of assembly, connections and installation of the Work 2) l,aboratory and performance test data. 3) Comparison ofthe qualities of the proposed substitution with that specified. 4) Changes required in other elements of the Work because of the substitution 5) Effect on *re Construction Schedule. O Detailed cost data acceptable to the Ou,ner and Architect comparing the proposed substitution with the product specified. 7) Any required license fee or royalties. 8) Availability ofmaintenance service and source ofreplacement materials. 9) All variations from the requirements of the Contract Documents. GORS CRNEKRESIDENCES SI,JBSTITUTION REQUEST Any effect of Substitution on Work under separate Contract to the Owner. Name and address ofProjects where proposed Substitution has been used, including date of installation. Conditionsr . The proposed Substitution meets or exceeds, in all reqpects, the specified product. . Contractor shall provide the same warranties, bonds and certifications for Substinrtions as for the specified product. o ConEactor shall coordinate installation and make other changes wtrich may be required for the Work to be complete in all respecs without changing the original intent, imction, or aesthetics, at no increase to the Contract Sum. . Substituted products will meet all Code requirements in the same mantrer as the original products specified. . Contractor shall certiry that the cost data presented is complete and includes all related costs under this Contract, except the Architect's redesign costs, and ',mives all claims for additional costs related to the Substitution which subsequently become apparent, . Contractor shall be solely responsible for compliance with fte Departnent of Labor, Safety and Heal0t Regulations for construction promulgated uoder the Occupational Safety and Health Act of 1970 (PL9l-696) and under Section 107 of the Contract Work Hours and Safety Standard Act @L91-54), and latest aeendments, r0) l l) t I I I I t I I t I I I I I I I I I I t I I submitted Byr GORE CREEK RESIDENCES SI]BSTITUTION REQUEST A,IE Revlew Comrnents on Technical Merits | :;".* I I :':l*"' Accepted Accepted as Noted Not Accepted Note: Flnal Approval shall be made by execution of Change Order.I I A,/E Review Comments: I ! I I I I I I I I I I t I I I SECTION 00860 LISTOFDRAWINGS PART I GENERAL I.OI LISTOFDRAWINGS A. Thlr following overall Project Documents, each dated as follows, forrn a part of the basis for the Contract Documcnts: DWG.NI'MBER DESCRIPTION DATE ISST]ENO. ISSUEI) I I I I I I I I T GENERAL GOOI G002 G003 G005 ASOOI ASOO2 ASOO3 R00l R002 R003 Rl0l Rl02 Rl03 RI04 Rt05 Rl06 Rl07 Rl08 Rlll Rl12 0112810s 0v28t05 0v28t05 0v28tos 0!0310s 0l/03/0s 01t03t05 01/03tos 0v03los 0l/03/05 0l/03/05 0l/03/05 0l/03/05 0l/03/0s 0l/03/05 olt03t0s oU03t05 0v03t05 or/03105 0l/03/05 0ti03l05 l4 l4 t4 t4 59/64,-l0A/l l 58/6A'-l0A/l I 58/6A-l0A/11 58/6A-l0A/l I 58/64-l0A/l l 58/6A-l0A/l l 58/6A-l0A/l I 58/6A- l0A/l l 59/64- toA/l I 58/6A- l0A/l I 5B/6A-l0A/ll 58/64-l0A/ll 58/6A-l0A/ll 58/6A-l0A/l I 58/6A-l0A/l I 5Bi6A-l0A/l I 58/6.A-l0A/l I Cover lndo< of Drawings Index of Drawings Index of Drawings General Inforrnation Architsctural Site Plan - Garage lrvel Architectural Site Plan - Plaza Level Architectural Site Plan - Rooflevel Code Analysis & Building Summary Codc Analysis & Building Sumnary Concealed Spaces Dasip & Construction Tools Code Reference Plan - Garage lrvel - Buildings I thru 4 Code Reference Plan - Garage Iwel - Buildings 5 rbru 8 Code Reference Plar - Plaza kvel - Buildings I tbru 4 Code Reference Plan - Plaza kvel - Buildings 5 thru 8 Code Reference Plan - Upper Level - guildings I thru 4 Code Refercnce Plan - Upper hvel - guildings 5 thru 8 Code Reftrence Plan - Roof kvel - Buildings I thru 4 Code Re ference Plan - Roof kvel - Buildings 5 thru I Site Grid Reference Plan - Buildings I tbru 4 Site Grid Reference Plan - Buildings 5 thru I I I I I I crvIL sDl c000 c00l c002 c003 c0(X c005 c006 List of Drawings Survey - Existing Conditions Map Cover Sheet P;jsting Qonditiors Overall Grading Plan Grading and Drainage Plan, Buildings I - 4 Grading and Drainage Plan, Buildings 5 - 8 Tunnel Grading and Drainage Plan & Profile - Buildings 14 Tunnel Grading and Drainage Plan & Profile - Buildings 5-8 01t03/05 5816A-10A/ll 0l/o3105 580t/o3t05 580l/03/05 5B0v03l0s 580vt9t0s 130l/03/05 580l/03/05 58 Gore Creek Residences Tunnel & Residen6al Vail, Colorado 28 January 2005 00860 - r c007A c007B c007c c007D c008 cm9 col0 col I collA col2 col3 c0l4 c0l5 c0l6 c0l7 col8 c0l9 c020 c02l c022 c023 c024 MRI MR2 MR3 MX00l ItD(0O2 MX003 MXOO4 MX004A ND(005 I\1D(006 0l/03/05 0U03/05 0l/03/05 oll19l05 olto3l05 0t/03/05 0l/03/05 0vr9l05 0l/03/05 0l/03/05 01103105 0t/03/05 0t/03/05 0l/03/05 0t/03/05 0l/03/05 0l/03/0s 0lnu05 0l/03/05 0lt03t0s 0l/03/05 0l/03/05 07nztu 07n2t04 07nua 09n0t04 09trotu wtr0tm @lrotu 09n0tu 09/lotM 09nuo/. Storm Sewer Profiles Stonn Sewer Profiles Storm Sewer Manhole Details Storm Sewer Manhole Details Pedestrian Path Profile - Buildings I - 4 Pedesbian Patb Profile - Buildings 5 - 8 Grading and Drabage Details Grading and Drainage Details Scupper Hole Details Water and Sewer Plan Shallow Utility Plan Water and Sewer Profiles Water and Sewer Details Shallow Utility Deails Overall Sub-Drain Plan Sub-Drain plan _ Buildings I _3 Sub-Drain Plans - Buildings 4 - 6 Sub-Drain Plans - Buildings 6 - E Roof Drain Plan - Buildings I - 3 RoofDrain Plan - Buildings 4 - 6 RoofDrain Plan - Buildings 6 - 8 Erosion & Sediment Contol PIan Marriott Drive & Utility Cover Drive & Utility Plans & Profiles Drive & Utility Details Mass Excavation Cover Sheet Mass Excavation Existing Conditions Mass Excavation Plan & ProfiJes Mass Excavation Plan & Profiles Mass Excavation Plan & Profiles Mass Excavation Details Mass Excavation Details 5B l3 5B 5B 5B 5B 5B 5B 5B 5B 5B t2 58 5B 5B 5B I T I I I t I I I T I 5B 5B 5B l3 5B 5B 0l 0l 0l 5A 5A 5A 5A 5A 5A 5A LAi{DSCAPE bl L-2 L-3.1 L-3.2 L-3.3 L4 L5 L-6 L:7 L-8 L-9 Iayout aDd Materjals - Buildings I - 4 Layout and Materials - Buildings 5 - 8 Constuction Details Constuction Details Constuction Details Planting Plan - Buildings I -4 Planting Plan - Buildings 5 - 8 Planting Details krigation - Buildings l -4 Irrigation - Buildings 5 - 8 Irrigation Details 0U03t05 0l/03/05 0l/03/05 0l/19/05 0t/19/05 0l/03/05 0l/19/05 0l/03/0s 0l/03/05 0u03ta' 0l/03/05 5B 5B 5B l3 l3 5B l3 5B 5B 5B 5B I I I I STRUCTTJRAL sl.0 sl.0 List of Drawings Marriott Parking Aheration Tunnel - Foundation Details and General Notes o1lrslu 0l 0l/03/05 58 Gore Creek Residences Tunnel & Residential Vail, Colorado 28 January 2fi)5 I t I I 00860 - 2 6A ?A 8A 9A 6A 6A 6A t2 l3 7A 7A t3 t I I I I I I I I I I I I I I I I I I sl.0l s1.02 s1.03 s1.04 st.0s sl.06 s1.07 s1.08 sl.l0 st.l I sl.12 sl.13 s1.20 s1.21 s1.22 s1.23 s1.30 sl.3l s1.32 s1.33 s1.40 st.4l s1.42 s1.43 s1.50 s1.51 s 1.52 s1.53 s1.60 s1.61 s1.62 s1.63 s1.70 sl.7l st.72 s1.73 s t.80 sr.8l s1.82 s1.83 s2.10 s2.l I s2.20 List of Drawings Building I - Foundation Details and General Notes Building 2 - Foundation Details and General Notes Building 3 - Foundation Details and General Notes Building 4 - Foundation Details and Ge,neral Notes Building 5 - Foundation Details and General Notes Building 6 - Foundation Details and General Notes Building 7 - Foundation Details and General Notes Building 8 - Foundation Details and General Notes Building Building Building Building - Garage kvel Foundation & Framing Plan - Main Level Framing Plan - Upper kvel Framing Plan - Roof Framing Plan Building 2 - Garage Level Foundation & Framing Plan Building 2 - Main l-evel Framing Plan Buildirg 2 - Upper Icvel Framing Plan Building 2 - Roof Franing Plan Building 3 - Garage kvel Foundation & Franing Plan Building 3 - Main Ievel Framing Plao Building 3 - Upper kvel Framing Plan Building 3 - Roof Framing Plan Building 4 - Garage Level Foundation & Framing Plan Building 4 - Main I-evel Framing Plan Building 4 - Upper lcvel Framing Plan Building 4 - Roof Framing Plan Building 5 - Garage l,evel Foundation & Framing Plan Building 5 - Main l-evel Framing Plan Building 5 - Upper kvel Framing Plan Building 5 - Roof Framing Plan Building 6 - Garage Level Foundation & Framing Plan Building 6 - Main level Framing Plan Building 6 - Upper hvel Frarning Plan Building 6 - Roof Framing Plan Building 7 - Garage l*vel Foundation & Frarning Plan Building 7 - Main kvel Framing Plan Building 7 - Upper l,evel Franing Plan Building 7 - Roof Framing Plan Building 8 - Garage bvel Fouudation & Framing Plan Building I - Main bvel Frarning Plan Building 8 - Upper Level Frarning Pan Buildirg 8 - Roof Framing Plan Building I &2 Turmel Foundation Plan Building I &2 Tunnel Framing Plan Building 3&4 Tunnel Foundation Plan 0l/03/05 58 01/03/05 58 0l/03/05 58 Gore Creek Resldences Tunnel & Residential' Vall' Colorado 2E January 2005 0v03tos 0t/03/05 0l/03/05 0l/03/05 0l/03/05 0Uo3t05 0l/03/05 0l/03/05 0l/03/05 0U03105 01t03/05 01^u05 0l/19/05 0l/03/05 0v03105 0,/l9l05 0l/03/05 0l/03/05 0l/03/05 0l/03/05 01103105 0U03105 0l/03/05 0llr2l05 0vo3lo5 0v03tos 0l/03i05 0Ur2t05 0t/03105 0v03los 0l/03/05 0vt9tos l0A ll ll ll 8A 8A 8A 8A 9A 9A 9A t2 l0A l0A l0A t2 ll lt ll l3 0l/03/05 I I 0l/03/05 I I 01103105 I loutaos 12 ll II II 12 01/03/05 0v03t05 01/03/05 0rlr2l05 00860 - 3 s2.21 s2.30 s2.31 s2.40 s2.41 s3.0 s3.I s3.2 s3.3 s4.l I s4.12 s4.21 s4.22 s4.31 s4-32 s4.41 s4.42 s4.51 s4.s2 s4.61 s4.62 s4.71 s4.72 s4.81 s4.82 Building 3&4 Tunnel Framing Plan Building 5&6 Tunnel Foundatjon Plan Building 5&6 Tunnel Framing Plan Building 7&8 Tunnel Foundation Plan Building 7&8 Tunnel Frarring Plan Foundation & Framing Details Foundation & Franing Details Foundation & Franing Details Foundation & Framing Details Building l- Details Building l - Details Building 2 - Details Building 2 - Details Building 3 - Details Building 3 - Deails Building 4 - Details Building 4 - Deails Building 5 - Deails Building 5 - Details Building 6 - Details Building 6 - Details Building 7 - Details Building 7 - Details Building I - Details Building 8 - Details 0l/03/05 0l/03/05 0l/03/05 0l/03/05 0r/03/05 0l/03/05 0l/03/05 0t/03/05 0l/03/05 0l/03/05 0l/03/05 0l/03/05 0l/03/05 0l/03/05 0t/03/05 01i03/05 0vl2l05 0l/03/05 0l/03/05 0l/03/05 0v03t05 0v03t05 01/03/05 0l/03/05 0Lnu05 I T I I I T I I I I I 5B 5B 5B 5B 5B 5B 5B 5B 5B 6A 6A 7A 7A 8A 8A 9A t2 l0A l0A ll ll ll ll lt l2 ARCIIITECTTJRAL A00l A002 A003 A()04 A005 A006 A007 A008 A0ll Al01 Al02 Alll List of Drawhgs Tunnel Plan - Grids l-10 Tunnel Plan - Grids I l-19 Tunnel Plan - Grids 2G25 Tunnel Plan - Grids 2G35 Tunnel Reflected Ceiling Plan - Grids l-10 Tunnel Reflected Ceiling Plan - Grids l0- 19 Tunnel Reflecle6 ggiling plan - Grids 19-26 Tunnel Reflecled Ceiling Plan - Grids 2636 Enlarged Flmr Plars - Tunnel Enlarged Plaza Plan - Buildings I tbru 4 Enlarged Plaza Plan - Buildings 5 thru 8 Building I - Garage Level Plan 0l/03/05 0l/03/05 0l/03/05 0t/03/05 ovo3t05 0l/03/05 0l/03/05 0l/03/05 0l/03/05 0l/19/05 0r112t05 0l/03/05 T I I I I t I I 5B 5B 5B 5B 5B 5B 5B 5B 5B l3 l2 6A Gore Creek Residences Tunnel & Residential Vail" Colorado 28 January 2005 00860 - 4 I t I t I I I I I I I I I I T I I I I Al l2 AII3 Al14 Al l5 All6 ATIT A12T Al22 At23 Al24 At25 At26 AT27 Al3l At32 Al33 Al34 Al35 Al36 At37 Al4l At42 Al43 At44 Al45 Al46 At47 Al5l Al52 Al53 Al54 A155 Al56 Al57 Al6l At62 Al63 Al64 Al65 Al66 At6? AlTl Al72 Al73 At14 Al75 Al?6 At17 List of Drawings Building Building Building Building Building Building -MainkvelPlan - Upper Lwel Plan - Roof Plan - Garage Level Reflected Ceiling Plan - Main Level Reflected Ceiling Plan - Upper t evel Reflected Ceiling Plan Building 2 - Garage l"evel Plan Building 2 - Main l,evel Plan Building 2 - Upper kvel Plan Building2-RoofPlar Building 2 - Garage Level Reflected Ceiling Plan Building 2 - Main Level Reflected Ceiling Plan Building 2 - Upper kvel Reflected Ceiling Plan Building 3 - Garage Level Plaa Building 3 - Main Level Plan Building 3 - Upper L*vel Plan Building 3 - RoofPlan Building 3 - Garage Level Reflected Ceiling Plan Building 3 - Main Level Reflected Ceiling Plan Building 3 - Upper trve! Reflected Ceiling Plan Building 4 - Garage l.evel Plan Building 4 - Main [*vel Plan Building 4 - Upper level Plan Building4-RoofPlan Building 4 - Garage Level Reflected Ceiling Plan Building 4 - Main level Reflected Ceiling Plan Building 4 - Upper l,evel Reflected Ceiling Plan Building 5 - Garage Level Plan Building 5 - Main Level Plan Building 5 - Upper Level Plan Building 5 - Roof Plan Building 5 - Garage Level Reflected Ceiling Plan g1;!ding 5 - Main kvel Reflected Ceiling Plan Building 5 - Upper Level Reflected Ceiling Plan Building 6 - Garage Iwel Plan Building 6 - Main Level Plar Building 6 - Upper Level Plan Building6-RoofPlan Building 6 - Garage Level Reflected Ceiling Plan Building 6 - Main Level Reflected Ceiling Plau Building 6 - Upper level Reflecled Ceiling Plan Building 7 - Garage Level Plan Building 7 - Main l,evel Plan Building 7 - Upper Ievel Plan Building?-RoofPlan Building 7 - Garage lwel Reflected Ceiling Plan Building 7 - Main l,evel Reflected Ceiling Plan Building 7 - Upper Level Reflected Ceiling PIan 0v03t0s 0l/03/05 0vl2t05 0vo3tos 0l/03/05 01t03t05 0l/03/05 0l/03/05 0l/03/05 0vr9t05 01/03/05 0l/03/05 0l/03/05 0l/03/05 0l/03/05 0l/03/05 0ul9t05 0l/03/05 0l/03/05 0l/03/05 0t/03t05 9A 0l/03/05 9A 0l/03/05 9A 0vr2l05 t20l/03/05 9A0l/03/05 9A0l/03/05 9A 0t/03/05 0t/03/05 0l/03/05 0Uru05 0l/03/05 01/03/05 0l/03/05 0l/03/05 ll 0l/03/05 ll 0U03105 l l 0l/19/05 13 0l/03/05 ll0u03los II 0l/03/05 ll 6A 6A t2 6A 6A 6A 7A 7A l3 7A 7A 7A 8A 8A 8A l3 8A 8A 8A l0A l0A l0A l2 l0A l0A l0A ll ll ll l2 ll ll ll 0l/03/05 0t/03/0s 01/03/05 0ut2/05 0u03105 01ro3/05 0l/03/05 Gore Creek Residences Tunnel & Residential Vait Colorado 28 January 2005 00860 - 5 AlSt At82 Al83 Al84 Al85 Al86 Al87 Building 8 - Garage l,evel Plan Building 8 - Main Level Plan Building 8 - Upper kvel Plan Buildiug I - Roof Plan Building 8 - Garage l,evel Refleoted Ceiling Plan Building 8 - Main Lcvel Reflected Ceiling Plar Building 8 - Upper kvel Refleoted Ceiling Plan Tunnel Elevations Tunnel Elevations T"nnel Elevations Tunnel Elevations 0t/03i05 0l/03/05 0l/03i05 0vta05 01i03/05 0l/03/05 0l/03/05 0l/03/05 0Ut9l05 0t/03/05 0l/03/05 0Utu05 0vl2l0s 0vt2/o5 0vt2t05 01/03/05 0ltr9t05 0vt9to5 0l/19/05 0l/03/05 0l/03/05 0l/03/05 0l/03/05 0tlLu05 0|t2105 0vt2t05 0tlr2t05 0l/03/05 0vr2t05 01i03/05 0vl2l0s 0ula05 0ul9lo5 0l/19/05 0Lt19t05 0U1U05 0vta05 0Ut2/05 0ln2t05 0vwa5 0uta05 0vta05 otlt2l05 l2 l2 l2 l2 7A l3 l3 l3 8A 8A 8A 8A t2 t2 l2 l2 l0A l2 l0A 12 ll ll ll 12 ll ll ll L2 t2 l2 t2 I t I T I I I I I I I I I I I I t I I A,0r AJ)z A203 A204 5B l3 5B 5B A2t1 Mt2 A2t3 pcl4 L22l M22 A223 4224 r'.231 A232 }J33 A234 AJ4l AJ42 4243 AJ44 1.25L 4252 AJ,53 nJ's4 A,6l 4,.62 AJ63 A2g A27l A272 A273 N74 Building Building Building Building - North Elevation - South Elevation - East Elevation - West Elevation Building 2 - North Elerration Building 2 - South Elevation Building 2 - East Elevation Building 2 - West Elevation Building 3 - North Elevation Building 3 - South Elevation Building 3 - East Elevation Building 3 - West Elevation Building 4 - North Elevation Building 4 - South Elevation Building 4 - East Elevation Building 4 - West Elwation Building 5 - North Elevation Building 5 - South Elevation Building 5 - East Elevation Building 5 - West Elevation Building 6 - North Elevation Building 6 - South Elevation Building 6 - East Elevation Building 6 - West Elevation Building ? - North Elevation Building 7 - South Elevation Building 7 - East Elevation Building 7 - West Elevation Building 8 - North Elevation Building 8 - South Elerration Building 8 - East Elevation Building 8 - West Elevation l2 l3 l3 l3 l2 12 l2 t2 A281 r'',82 1.2,83 A284 Gore Creek Residences Tunnel & Residential Vail, Colorado 28 January 2005 List of Drawings 00860 - 6 I I I I I I I l I I I I I I I I I I I A30l A302 A303 A304 4305 A306 A3ll A3t2 A313 A.314 A315 A32L A322 A323 A324 A325 A33l A332 A333 A334 A335 A336 A34l 4342 A343 A344 A345 A35l A352 A353 A354 A355 A356 436l 4362 A363 4364 A365 A366 A37l A372 A373 r'.374 A375 A38l A382 List of Drawings Tunnel Sections T\mnel Sections Tunnel Sections Tunnel Sections Tunnel Sections Tunnel Sections Building Building Building Building Building - Section - Section - Section - Section - Section 0l/03/05 0l/03/0s 0l/03/05 0l/03/05 0t103105 0l/03/05 0Ut9l05 0vr9l05 0|19t05 0li l9i05 0l/19/05 5B 5B 5B 5B 5B 5B l3 l3 l3 l3 l3 Building 2 - Section Building 2 - Section Building 2 - Section Building 2 - Section Building 2 - Section Building 3 - Section Building 3 - Section Building 3 - Section Building 3 - Section Building 3 - Section Building 3 - Section Building 4 - Section Building 4 - Section Building 4 - Section Building 4 - Section Building 4 - Section Building 5 - Section Buitding 5 - Section Building 5 - Section Building 5 - Sec{on Building 5 - Section Building 5 - Section Building 6 - Section Building 6 - Section Building 6 - Section Building 6 - Section Building 6 - Section Building 6 - Section Building 7 - Section Building 7 - Section Building 7 - Section Building 7 - Section Building 7 - Section Building I - Section Building 8 - Section 0ltr9t05 13 01119105 130vt9t05 13 0Ltr9l05 130vr9t05 13 0l/03i05 8A0ut9l05 130vL9l05 13 0vr9l05 13 0l/19/05 1301119/05 13 0vl9t05 0ll19l05 0l/19/05 01t19105 ollr9lo5 0tl19l05 0v03105 0U19l05 0Ut9l05 oUtslos 0ul9ns 0l/19/05 0vt9l05 0l/19/05 0Ur9l05 OltL9t05 0ln9t05 l3 l3 l3 l3 l3 13 l0A l3 l3 l3 l3 l3 l3 l3 13 l3 l3 0l/19i05 13 0l^9105 13 0t/19i05 13 0l/19/05 13 0l/19/05 13 0il19/0s 13 0vr9l05 13 Gore Creek Residences Tunnel & Residentlal' Vail, Colorado 28 JanuarY 2005 00860 - 7 4383 A384 4385 A386 A40t 4402 A4l I A4t2 A413 A4t4 l|'4t5 A4l6 A4t7 A4l8 A500 A50l A,502 A503 A504 A505 A506 A507 A508 A509 A5l0 A5l I A5l2 A52l 4522 A53l A5f2 A533 A534 A535 A536 A537 A55l 4552 A553 A60l A6l I A70l A702 ATII Llst of Drawings Building 8 - Section Building 8 - Section Building 8 - Section Building 8 - Section Tunnel - Wall Sections Tunnel - Wall Sections Residences - Wall Sections Residences - Wall Sections Residences - Wall Sections Residences - Wall Sections Residences - Wall Sections Residences - Vy'all Sections Residences - Wall Sections Residences - Wall Sections Tunnel - Enlarged Details Tunnel - Enlarged Details Tunnel - Eolarged Details Tumel - Enlarged Details Tunnel - Enlarged Details Typical ttraterproofing Details Turmel - Waterproofing Details Turmel - Waterproofing Details Tunnel - Waterproofing Details Tunnel - Waterproefing Details Tunnel - Warcrproefing Details Residences - Watoprosfing Details Residences - Waterproofng Details Residences - Enlarged Plans Residences - Enlarged Floor Plans Residences - Enlarged Details Residences - Enlargpd Details Residences - Enlarged Details Residerrces - Enlarged Details Residences - Enlarged Details Residences - Enlarged Details Residences - Enlarged Details Turmel & Residences - Firestopping Details Tunnel & Residences - Firestopping Details Turmel & Residences - Firestopping Details Turmel - Wall Tlpes Residences - Wall Types Tunnel - Door and Frame Schedule Tunnel - Door Elevations & Details Residences - Door Schedule 0r/03105 64'-10A/l I 0v03t05 64-10A/l I 0l/03/05 6A-10.A/ll 0l/03/05 64-10A/lr 0l/03/05 6A-104/llov03l0s 6A-l0tl l 0v03105 6A-l0tl I0l/03/05 64-10A/ll 0vt9t05 130l/03/05 580v03105 580v03/05 580l/03/05 58 0l/03/05 5E/6A-l0A/lt0l/03/05 580r/03/05 5B01103t05 580t/03/05 580v03t05 58 0t103/05 6A-t0A/r r0l/03/05 6A-l0tl r 0vr2l05 l2 0l/03/05 6A-10A/1t 0l/03/05 6A-l0tl I 0r/03/05 6A-10A/ll 0Lt0y05 6A-t0A/l l 0l/03/05 6A'-104/ll0l/03/05 6A-10A/ll0lltu05 12 0t/03/05 6A-104/lr ot/o!05 5B/6A-1oA/il 0U03t05 5B/6A-l0A/tt 0l/03/05 5B/6A-loA/u 0l/03/05 58 0l/03/05 6A-10A/lr 0l/03/05 sB0ln3/05 58 01/03/05 6A-10A/ll Gore Creek Resldences Tunnel & Residendal Vail, Colorado 28 Janueqy 2005 0l/19/05 0v19t05 0vt9t05 0v19t05 0l/03/05 0l/03/05 I t I I I I I T I I I I I I I I I t I l3 l3 t3 l3 5B 5B 00860 - 8 I I I I I ! I A7t2 /,J2l lJ41 A75l A752 Nst A80l A802 A8l I A8l2 A90l A905 Residences - Door Details Tunnel - Room Finish Schedule Tunnel - Louver Elevations & Details Residences - Unit A Window Elevations Residences - Unit B Window Elevations Residences - Window Details Twmel - Stair No.l - Plans & Sections Tunnel - Stair No.2 - Plans & Sections Residences - Stair Plans & Sections Residences - Stair Plans & Sections Dumbwaiter - Plans, Sections, Elevations & Details Fireplace - Plans, Sections, Elevations & Details 0l/03/05 0l/03/05 0l/03/05 0l/03/05 0l/03/05 0y03105 0l/03/05 0t/t2t05 0l/t9/05 01/19t05 0t/03/05 0l/19/05 6A-10A/l I 5B 5B 6A-t0A/l I 6A-10A/l I 6A-10A/l I 5B l2 t3 l3 58/6A-104/l I l3 I I T I I I I I t I T I MECHAMCAL M0.l M0.2 M0.3 M0.31 MI.IA MI.IB Ml.tc MI.ID Ml.llA Ml.llB Mt.llc Ml.ilD MI.2A MI.2B Ml.2C MI.2D MI.3A MI.3B Ml.3C MI.3D MI.4A MI.4B Ml.4C MI.4D MI.5A MI.5B List of Drawings Mechanical Notes & Lrgends Mechanical Schedule - Tbnnel Mechanical Schedule - Residences Mechanical Schedules (Alternate #14) Building I - Crawl Space Mechanical Plan Building I - Garage Level Mechanical Plan Building I - Plaza Lwel Mechanical Plan Building I - Upper Level Mechanical Plan Building I - Crawl Space Mechanical Plan (Alternate # 14) Building I - Garage Level Mechanical Plau (Altemate #14) Building I - Plaza [rvel Mechanical Plan (Alternate #14) Building I - Upper Level Mechanjcal Plan (Alernate #14) Building 2 - Crawl Space Mechanical Plan Building 2 - Garage kvel Mechanical Plan Building 2 - Plaza Level Mechanical Plan Building 2 - Upper Level Mechanical Plan Building 3 - Crawl Space Mechanical Plan Building 3 - Garage Level Mechanical Plan Building 3 - Plaza Irvel Mechanical Plan Building 3 - Upper Level Mechanical Plan Building 4 - Crawl Space Mechanical Plan Building 4 - Garage kvel Mechanical Plan Building 4 - Pl^za Level Mechanical Plan Building 4 - Upper Level Mechanical Plan Building 5 - Crawl Space Mechanical Plan Building 5 - Garage kvel Mechanical Plan 0vt2to5 120l/03/05 580l/03/05 6A-104/l I0llt2/05 t2 0l/03/05 6A0t/03/05 6A0v03/05 6A0l/03/05 6A 0Ln9to5 130l/19/05 130vl9/o5 130vl9t05 13 0l/03/05 7A0l/03/05 7A0l/03/05 7A0l/03/05 7A 01103t05 8A0l/03/05 8A0l/03/05 8A0t/03/05 8A 0l/03/05 9A0l/03/05 9A0r/03/05 9A01/03t05 94 0l/03/05 l0A0l/03/05 l0A Gore Creek Residences Tunnel & Resldentiat Vail, Colorado 28 January 2005 00860 - 9 Ml.5C MI.5D M1.6A M1.68 Ml.6C MI.6D MI.7A MI.7B Ml.7C MI.7D MI.8A MI.8B Ml.8C MI.8D M2.t M2.2 M2.3 M2.31 M2.4 M2.41 M2.5 M2.6 M3.r M3.2A M3.28 M3.2C M3.2D Building 5 - Plaza l,evel Mechanical Plan Building 5 - Upper kvel Mechanical Plan Building 6 - Crawl Space Mechanical Plan Building 6 - Garage lrvel Mechanical Plan Building 6 - Plaza l*vel Mechanical Plan Building 6 - Upper kvel Mechanical Plan Building 7- Crawl Space Mechanical Plan Building 7 - Garage l,evel Mechanical Plan Building 7 - Plaza kvel Mechanical Plan Building 7 - Upper level Mecbanical Plan Building 8 - Crawl Space Mecbanical Plan Building 8 - Garage kvel Mecbanical Plan Building 8 - Plaza l,evel Mechanical Plan Building 8 - Upper kvel Mechanical Plan Mecbanical Details Mechanical Details Residences - Mecbanical Details Residences - Mechanical Details (Alternate #14) Residences - Piping Scbematics Residences - Piping Schematics (Alte'rnate # I 4) Snowmelt Details Alternate No. 8 - Supplemental Hcat Site Mechanical Plan Turmel Mechanical Plan # I Tunnel Detail Mechanical Plan #2 Tunnel Detail Mechanical Plan #3 Tunnel Detait Mechanical Plan #4 0l/03/05 0l/03/05 0l/03i05 0l/03/05 0l/03/05 0l/03/05 0v03t0s 0l/03/05 0l/03/05 0t/03/05 01i03/0s 01i03/05 01i03/0s 0l/03/05 0l/03/05 01/03/05 0l/03/05 0unns 01/03/05 0ula0s 0l/03/05 01/03/05 0l/03/05 0t/03/0s 0l/03/0s 0r/03/0s 0l/03/0s ll ll ll ll ll ll ll lt n lt ll ll 5B 5B 6A-10A/l I l2 6A-10A/l I t2 5B 6A-10A/l l I I I T I l0A l0A I I 5B 5B 5B 5B 5B I I I I PLTJMBING PI.IA PI.IB Pl.lc PI.ID PI.2A PI.2B Pt.2C PI.2D PI.3A PI.3B Pt.3C PI.3D PI.4A PI.4B P1.4C P1.4D List of Drawings Building Building Building Building - Crawl Space Plumbing Plan - Garage Level Plumbing Plan - Plaza kvel Phrmbing Plan - UpperI*vel Phmbing Plan 01103/0s 0l/03/05 0l/03/05 0l/03/05 I I I I I I I I 6A 6A 6A 6A Building 2 - Crawl Space Plumbing Plan Building 2 - Garage Level Plumbing Plan Building 2 - Plaza l-evel Phrnbing Plan Building 2 - Upper I-evel Pltm$ing Plan Building 3 - Crawl Space Plumbing Plan Building 3 - Garage Level Plumbing Plan Building 3 - Plaza Level Plumbing Plan Buildine 3 - Uppo Level Plumbing Plan Building 4 - Crawl Space Plumbing Plan Building 4 - Garage hvel Plumbing Plan Building 4 - Plaza hvel Plumbing Plan Building 4 - Upper Level Plumbing Plan 0l/03/0s 7A0l/03/05 7A01,03/05 'lA 0l/03/05 7A 0t/03/05 0l/03/05 0l/03/0s 0l/03/05 0l/03/05 01/03/05 0l/03t05 0l/03/0s 8A 8A 8A 8A 9A 9A 9A 9A Gore Creek Rcsidences Tnn"el & Residential Vail, Colorado 28 January 2005 00860 - r0 I I I I I I I t I PI.5A PI.5B P1.5C PI.5D PI.64 PI.6B Pl.6C PI.6D PI.7A PI.7B Pl.7C PI.7D PI.8A PI.8B Pl.8C PI.8D P2.l P2.2 P2.3 P3.2A P3.28 P3.2C P3.2D Building 5 - Crawl Space Pftunbing Plan Building 5 - Garage Level Plumbing Plan Building 5 - Plaza Level Plumbing Plan Building 5 - Upper Level Plumbing Plan Building 6 - Crawl Space Plumbing Plan Building 6 - Garage kvel Plurnbing Plan Building 6 - Plaza Level Plumbing Plan Building 6 - Upper Lrvel Plumbing Plan Building 7 - Crawl Space Plumbing Plan Building 7 - Garage kvel Plumbing Plan Building 7 - Plaza Irvel Plumbing Plan Building 7 - Upper Level Plumbing Plan Building 8 - Crawl Space Plumbing Plan Building 8 - Garage Level Plumbing Plan Building 8 - Plaza Lrvel Plumbing Plan Building 8 - Upper lrvel Plumbing Plan Tunnel - Plumbing Details Plumbing Isometrics Residences - Plumbing Details Tunnel Plumbing Plan #l Tunnel Plumbing Plan #2 Tunnel Plumbing Plan #3 Tunnel PlumbingPln tl4 0l/03/05 0l/03/05 0v03105 0l/03/05 0l/03/05 0l/03/05 0l/03/05 0l/03/05 0l/03/05 0l/03/05 0t/03/05 0l/03/05 0l/03i05 01103105 0l/03/05 0v03t05 0v03/05 0l/03/05 0l/03/05 0l/03/05 0tit9tls 0v03105 0vtgt05 l0A l0A l0A l0A ll ll ll ll ll ll ll ll ll l1 ll ll 5B 6A-l0A/l I 6A-104/l I 5B l3 5B l3 5B l3 6A 6A 6A 6A 12 t2 12 8A 8A 8A 8A I I I I I I t I I I ELECTRICAL E0.l E0.2 E0.l E,0.2 El.l Et.2 E0.t I EO.2l El.ll F,0.t2 E:0.22 El.t2 Et.22 E0.13 E0.23 E1.13 E|.23 List of Drawings Tunnel - Elecrical kgend & Schedules Tunnel - Elecrical Singleline & Panelboards Building Building Building Building 01103105 0vrgt05 0l/03/05 0tt03t05 01i03/05 01t03t05 0vra05 0ula05 0vla05 01/03i05 0l/03/05 0l/03/05 0l/03/05 0l/03/05 0l/03/05 0U03105 0l/03/05 - Electrical Legend & Schedules - Elecrical Singleline & Panelboards - Electrical Power Plans - Elecrical Lighting Plans Electrical hgend and Schedules (Altemate #I4) Electical Single Line and Panelboards (Altemate #14) Elecrical Power Plans (Altemate # I 4) Building 2 - Eleorical Legend & Schedules Building 2 - Electrical Singleline & Panelboards Building 2 - Elecrical Power Plans Building 2 - Electrical Lighting Plans Building 3 - Electrical kgend & Schedules Building 3 - Electrical Singleline & Schedules Building 3 - Electrical Power Plans Building 3 - Electrical Lighring Plans 7A 7A 7A 7A Gore Creek Residcnces Tunnel & Residential Yail, Colorado 28 January 2005 00860 - 11 80.14 E0.24 El.14 E1.24 E0.l5 E0.25 El.l5 E,l.25 E0.16 E0.26 El.16 Et.26 E0.17 E0.27 Et.t7 81.27 80.18 E0.28 El.l8 81.28 ESI.I ESl.2 ESl.3 ESI,4 ESl.5 Building 4 - Electical kgend & Schedules Building 4 - Electrical SingleliDe & Schedules Building 4 - Electrical Power Plaos Building 4 - ElecEical Lighting Plaos Building 5 - Electical Legend & Schedules Building 5 - Electrical Singleline & Schedules Building 5 - Electrical Power Plans Building 5 - Electical Ughting Plans Building 6 - Elechical kgend & Schedules Building 6 - Elecfical Singleline & Schedules Building 6 - Eleccical Power Plans Building 6 - Electrical Lighting Plans Building 7 - Elecrical legend & Schedules Building 7 - Electrical Singleline & Schedules Building 7 - Electrical Power Plans Building 7 - Electical Lighting Plans Building 8 - Elecuical kgend & Schedules Building 8 - Elcctrical Singleline & Scbedules Building 8 - Elcctrical Power Plam Building 8 - Electical Ligbting Plans Electical Site PIan - UniB l&2 ElecEical Site Plan - Units 3&4 Elibrical Site Plan - Units 5&6 Electical Sitc Plan - Units 7&8 Electrical Site Plan - l,andscape 0ti03/05 0l/03/05 0l/03i05 0l/03/05 0 r/03i05 0l/03i05 0l/03/05 0l/03/05 0t/03/05 0l/03/05 0l/03/05 0l/03/05 0l/03/05 0v03t05 0l/03/05 0l/03/05 0t/03/05 0l/03/05 0v03t05 0l/03/05 0Ul9/o5 0U2Et05 0l/19/05 0vl9lo5 0t/03/05 9A 9A 9A 9A l0A l0A l0A l0A ll ll ll ll ll il 1l ll ll ll il ll l3 t4 l3 t3 5B I I T I I I I T I I [.IREALARIY/ PROTECTION FAOOO FAOOI FAOO2 FAOO3 FA(xX FAOO5 rpo0o FPOOI FPOO2 FPOO3 FPOO4 FAIIO FAIII FAII2 FAII3 FAI14 FAII5 List of Drawlngs I Tunnel - Fire Alarm Cover Sheet Turmel - Fire Alann Grid I through l0 Tunnel - Fire Alarm Grid l0 0trougb 19 Tunnel - Fire Alarm Grid 19 througb 26 Tunnel - Fire Alann Grid 26 tbrough 36 Tunnel - Firc Alarm One Linc Diagram Tunnel - Firc Protection Cover Sbeet Tunnel - Fire Protection Grid I tbrough l0 T[nnel - Fire Protection Grid l0 through 19 Tunnel - Fire Protection Grid 19 tbrough 26 Tunnel - Fire Protection Grid 26 through 36 Building Buildiag Building Building Building Building 0yru05 0ylu05 0vra05 0Ut2t05 0vla05 0vtu05 0vta0s 0ytaos 0vt2t05 0yru05 0vtu05 0vtu05 0vtu05 0ytu05 0yr2l05 0utu05 0vru05 12 12 t2 12 l2 l2 I I - Fire Alann Cover Sbeet - Fire Alarm Carage.Level - Fire Alarm Plaz.a lrvel - Fire Alarm thper kvel - Fire Alarm Crawl Space - Fire Alarm One Linc Diagram 12 t2 t2 t2 t2 t2 t2 l2 12 l2 l2 I I I I IGore Creek Residences Tunnel & Residential' Vail, Colorado 28 January 2fi)5 t 00860 - 12 I I I I I I I I I I I I I I I I I I I FPI IO FPIII FPI 12 FPI 13 FPI 14 FPI 15 FAI20 FA12I F4122 FAI23 FAI24 FAI25 FPl2O FPI2I FPI22 FP123 FPI24 FPI25 FAI30 FAI3I FAI32 FAI33 FAI34 FAI35 FPI30 FP131 FP132 FPI33 FPI34 FPI35 FAI40 FAI4I FAI42 FAI43 FAI44 FAI45 FPI4O FP14I FPI42 FPI43 FP144 FPI45 FAI50 FA15I FAI52 FAI53 FAI54 List of Drawings Building Building Building Building Building Building - Fire Protection Cover Sheet - Fire Protection Garage kvel - Fire Protection Plaza lrvel - Fire Protection Upper Irvel - Fire Protection Crawl Space - Fire Protection Attic Space Building 2 - Fire Alann Cover Sheet Building 2 - Fire Alarm Garage kvel Building 2 - Fire Alarm Plaza Level Building 2 - Fire Alarm Upper bvel Building 2 - Fire Alarm Crawl Space Building 2 - Fire Alarm One Line Diagram Building 2 - Fire Protection Cover Sheet Building 2 - Fire Protection Garage Lavel Building 2 - Fire Protection Plaza hvel Building 2 - Fire Protection Upper Level Building 2 - Fire Protection Crawl Space Building 2 - Fire Protection Attic Space Building 3 - Fire Alarm Cover Sheet Building 3 - Fire Alarm Garage Level Building 3 - Fire Alarm Plaza Level Building 3 - Fire Alarm Upper Level Building 3 - Fire Alarm Crawl Space Building 3 - Fire Alarm One Line Diagram Building 3 - Fire Protection Cover Sheet Building 3 - Fire Protection Garage Level Building 3 - Fire Protection Plaza l-evel Building 3 - Fire Protection Upper Level Building 3 - Fire Protection Crawl Space Building 3 - Fire Protection Attic Space Building 4 - Fire Alarm Cover Sheet Buildhg 4 - Fire Alarm Garage level Building 4 - Fire Alarm Plaza lrvel Building 4 - Fire Alarm Upper Level Building 4 - Fire Alarm Crawl Space Building 4 - Fire Alarm One Line Diagram Building 4 - Fire Protection Cover Sheet Building 4 - Fire Pmtection Garage kvel Building 4 - Fire Protection Plazal*vel Building 4 - Fire Protection Upper kvel Building 4 - Fire Protection Crawl Space Building 4 - Fire Protection Attio Space Building 5 - Fire Alarm Cover Sheet Building 5 - Fire Alarm Garage hvel Building 5 - Fire Alarm Plaa,l*vel Building 5 - Fire Alarm Upper l,evel Building 5 - Fire Alarm Crawl Space 0U12/05 0vt2t05 0vt2t05 0vl2lo5 0t/12105 ovl2t05 0vt2t05 0vl2l05 0vl2t05 0ln2l05 0vr2l05 oUt2t05 0vt}l05 ovL2l05 0vtzt05 olnat05 oUr2t05 0vt2t05 0llt2l05 0vra05 0Ur2l05 0v12/05 0Utu05 0ura05 0vru05 0vtaos 0vt2to5 01n2t05 0Ut2l05 01fi2/05 0vt2t05 0Ut2to5 0rlt2lo5 0vt2l05 0v12105 0r/12t05 oUt2l05 0t/t2105 0rlt2l05 0llt2l05 0ltr2t05 0r/t2105 0Urzt05 ovr2t05 0ul2t05 0vru05 0vta05 t2 t2 12 l2 l2 l2 t2 t2 t2 t2 12 t2 l2 t2 t2 L2 l2 l2 t2 t2 l2 t2 t2 t2 t2 l2 l2 t2 l2 l2 t2 t2 t2 t2 t2 l2 l2 t2 t2 t2 l2 t2 D t2 L2 t2 t2 Gore Creek Residence$ Tnnnel & Resldential Vall, Colorado 28 January 2005 00860 - 13 FAI55 FPI50 FPI5I FPI52 FPI53 FPI54 FPI55 FAI60 FAI6I FAI62 FAI63 FAI64 FAI65 FPI60 FPI6I FPI62 FPI63 FPI64 FPI65 FAITO FAITI FAI72 FAI73 FAI74 FAI75 FPITO FPITI FPI72 FPI73 FPI74 FPI75 FAISO FAI8l FAI82 FAI83 FAI84 FAI85 FPISO FPISI FPI82 FPI83 FPI84 FPI85 Building 5 - Fire Alarm One Line Diagram Building 5 - Fire Protection Cover Sheet Building 5 - Fire Protection Garage Lwel Building 5 - Fire Protection Plaza l,evel Building 5 - Fire Protection Upper Lcvel Building 5 - Fir€ Protection Crawl Space Building 5 - Firc Protection Attic Space Building 6 - Fire Alamr Covcr Sheet Building 6 - Fire Alarm Garagc l,evel Building G Firc Alarm Plaza l,evel Building 6 - Fire Alarm Upper Level Building 6 - Fire Alarm Crawl Space Building 6 - Fire Alarm One Linc Diagram Building 6 - Fire Protection Covcr Shcet Ruilding 6 - Fire Protection Garage Lcvel Building 6 - Fire Prctection Plaza Level Building 5 - Fire Protection Uppcr bvel Building 6 - Fire Protection Crawl Space Building 6 - Fire Protcction Asic Space Building 7 - Firc Alarm Cover Shea Building 7 - Fire Alarm Garage Iwel Building 7 - Firo Alarm Plaza Irvel Building 7 - Fire Alarm Upper lrvel Building 7 - Fire Alarm Cpawl Space Building 7 - Fire Alarm One Linc Diagram Building 7 - Fire Protection Cover Shcet Building 7 - Fire Protection Garage Lcvel Building 7 - Fire Pmtection Plaza l,evel Building 7 - Firc Pmtection Upper Level Building 7 - Firc Protection Crawl Spacc Building 7 - Fire Pmtection Attic Space Building 8 - Fire Alarm Cover Sheet Building 8 - Firc Alamr Garage Level Building 8 - Firc Alarm Plaza Level Building 8 - Fire Alarm Upper Lrvel Building 8 - Fire Alarm Crawl Space Building 8 - Fire Alann One Line Diagram Building 8 - Fire Protection Cover Sheet Building 8 - Fire Protection Garage level Building 8 - Fire Protection Plazal*vel Building 8 - Fire Protection Uppcr Level Building 8 - Fire Protection Crawl Spacc Building 8 - Fire Protection Attic Space 0ura05 0u1405 0vru05 0vra05 0vtu05 0ln2t05 0vr2l05 0llr2l05 0rltu05 0vt2t0s 0Utu0s 0vr2to5 0Ut2t05 0vr2t05 ovt2l05 ovt2t05 0Ur2t05 0Ln2t0s 0rlt2t0s 0v12t05 0vlu0s 0vl2t05 0Ulu05 0vru05 0Utu05 0Ll12l0s 0Ur2t05 0vtu05 0ul2t0s 0vtu05 0utu0s 0lltu05 0vtu05 0vta0s 0uta05 0vtaos 0vt2l05 0Ut2t0s 0,/r2t05 0ltL2t0s 0rlt2t05 0yr2t0s 0ur2l05 12 l2 t2 l2 l2 12 t2 l2 l2 t2 t2 12 t2 t2 t2 t2 t2 t2 t2 t2 t2 t2 t2 t2 t2 t2 t2 t2 12 12 l2 12 12 t2 t2 t2 l2 I I I I I T I I I I I I I I I I t2 12 t2 t2 t2 t2 INTERIORS IDl.0l List of Drawings Lower Level Unit A & B Floor Finish Plan 0l/03/05 64-104/ll Gore Creek Residences Tunnel & Residential Vail, Cobredo 28 January 2lX)5 I I I 00860 - 14 I I I I I I I I TDL.O2 IDl.03 ID2.0l IDz.02 1D2.03 IDz.04 ID3.0l ID3.02 ID3.03 ID3.04 ID3.05 tD3.06 rD3.07 ID3.08 ID3.09 ID4.0l 1D4.02 ID4.03 ID4.04 Main Level Unit A & B Floor Finish Plan Upper Level Unit A & B Finish Plan Unit A Enlarged Plans Uait A Master Bath Enlarged Plans Unit A Secondary Bath Enlarged Plans Unir B Secondary & Master Bath Enlarged Plans Unit A Elevatiors Unit A Kitchen Elevations Unit A Elevations Unit A Master Bath Elevations Unit A Master Bath Elevations Unit A Secondary Bath Elevalions Unit A Secondary Bath Elevations Unit B Secondary Bath Elevations Unit B Secondary & Master Bath Enlarged Plans Details & Sections Millwork Sections Millwork Details Millwork Sections 0l/03/05 0l/03/05 01nu0s 0l/03/05 0t/03l0s 0l/03/05 0lltu05 0l/03/05 0t/03/05 0l/03/05 0l/03/05 0l/03/05 0l/03/05 0l/03/05 0v03t05 0l/03/05 0vt2l05 0l/03/05 0l/03/05 6A-l0A/l I 6A-l0A/l I l2 64'-10A/l I 6A-l0A/ll 6A.l0A/ll t2 64'-l0A/u 6A-l0A/ll 6A-loA/ll 6A'-l0A/ll 64-loA/t I 6A-l0A/l I 64'-l0A/l I 6A-loA/ll 6A'-10A/ll l2 64-l0A/11 6A'-toAitl I t I I I t I I I I I IJPGRADES ul0l ul02 u20l u202 u30l u302 u303 u40l v402 u403. u404 u50r u502 u60l v602 u70l u702 u80l u802 0l/03/05 0l/03/05 0l/03/0s 0l/03/05 0l/03/05 0l/03/05 0t/03/05 0l/03/05 0l/03/0s 0l/03/05 0l/03/0s 0l/03/05 0l/03/05 0l/03/05 ov03/0s 0l/03/05 0l/03/05 0v03t05 0l/03/05 6A-10tll 6A-10A/l I 6A-l0A/l I 6A-l0A/1t 6A-l0A/l I 6A-l0A/l I 6A-10A/11 6A-10A/l l 6A-10A/l I 6A-10A/l I 6A-t0A/l I 6A-10A/l I 6A-l0A/l I 6Al-l0A/l I 6A-l0A/ll 6A-l0A/11 6A-l0A/l I 6A-10A/l I 64-l0A/l I Upgrade - Air Conditioning and Humidification System Upgrade - Air Conditioning and Humidification System Upgrade - Family Room Bar, 4 Bedroom Residence Upgrade - Family Room Bar, 4 Bedroorn Residence Upgrade - Family Room Bar, 5 Bedroom Residence Upgrade - Family Room Bar, 5 Bedroom Residence Upgrade - Family Room Bar, 5 Bedroom Residence Upgrade - Home Theatre, 5 Bedroom Residence Upgrade - Home Thea[e, 5 Bedroom Residence Upgrade - I{ome Theahe, 5 Bedroom Residence Upgrade - Home Theate, 5 Bedroom Residence Upgradc - Hot Tub Spa Upgradc - Hot Tub Spa Upgrade - Kitchen Range Upgrade - Kitchen Raage Upgrade - Ice and Snowmelt System Upgrade - Ice and Snowmelt System Upgrade - Master Bath Tub Upgrade - Master Bath Tub PART2PRODUCTS List of Drawing$Gore Creek Residences Tunnel & Resldential Vail, Colorado 28 January 2005 00860 - 15 NotUsed PART3 EXECUTION Not Used ENDOFSECTION Gore Creek Resldences Tunnel & Resldential VaIl Colorado 28 January 2005 Ltst of DralYlngs 00860 - 16 T t I I I I I I I I I I I t I I I t I SECTION 00901 ADDENDTJMNO. I GENERAL DESCRIPTION A. General: Except as may be otherwise describe4 the materials and worlonanship for the Work bereinafter specified shall comply with the requirements of the Contract Docurcnts. PERTAINING TO fiIE TTJNNEL SPECIRCATIONS A. Section 00005 - Table of Contents: lndicated revised Specification Sections for iszue under Issue No. 12, dated 0l/l?05. B. Section 00860 - List of Drawings: Indicarcd revised Drawings for issue under Issue No. 12, dated. 0lnu05. C. Section 00901 - Addendum No. l: lndicated revisions to Drawings and Specifications from previous Issue. D. Section 01030 - Alternates: Added Altemates No. 13 and 14. E. Section I I 150 - Parking Control Equipment: Added entire Specification Section. . F. Section 15300 - Automatic SprinHer and Sandpipe Systems: Added entire Specification Section. G. Seaion 16?21 - Fire Alarrr Systen: Added entire Specificatioo Section- I.O3 PERTAINING TO TTIE RESIDENTIAL SPECIFICATIONS A. Section 00005 - Table of Contents: Indicated revised Specification Sections for issue under Issue No. 12, dated0l/12l05. B. Section 00860 - List of Drawings: Indicated revised Drawings for issue under Issue No. 12, dated 0lll2l0s. C, Section 00901 - Addendum No. l: Ldicated revisions to Drawings and Specificatious from previous lssue. . D. Section 0 I 030 - AlterDates: Added Alternates No. I 3 and I 4. E. Section 10305 - Fireplaces and Flues: Clarified reference to Interiors documents for fireplace ard firebox information. ' F. Section 1530O - Autorratic Sprinkler and Standpipe Systems: Added entire Specification Section. G. Section 16721 - Fire Alarm System: Added entire Specification Section. H. Section"lnteriorSpecifications" l- Specification Sheet A-l l: Revised dimensions for UDit A, Irwer Fanily Roonr, firebox. P.ARTl l.0l 1.02 Addendun No, I Gore Creek Residences Tunnel & Residential Vail, Colorado 12 JanuarY 2005 0090r - r 1.04 2. Specification Sheet ,{-16: Added sheet for Unit d Upper Living Room, and both Unit B, fireplaces. 3. Specification Sheet A-17: Added sheet for Unit A, Upper Uving Room, and both Unit B, firebox log seb. 4. Specification Sheet M4: Revised profile for staircase balusters. 5. Specification Sheet M-5: Added sheet for Unit A, Upper Living Room, and both Unit B, fireplace doors. PERTAINING TO THE DRAWINGS A. General Drawings: l. Sheets G00l tbrough G003: Indicated revised sheets for issue under Issue No. 12, dated 0lll2l05. B. Civil Drawings: 6. Shea C020: Revised subdrain relative to Building 8 formdation. C. Shucnral Drawings: l. Sheet Sl.l3: d. Revised to show new chimney location b. Added'Section 3" to detail chirrney cap connection. Sheet S I .43: Revised to show new chimnery location. Sbeet S1.53: Revised to show new chimney location. Sheet 31.63: Revised to show new chimney location- Sheet S1.73: a. Revised to show new chirnney locations. b. Revised "Section l" to reflect Faming at new chimney location. Sheet S1.83: Revised to sbow new chimney location Sheet 54.42: Revised 'Section 9" b reflect framing at new chimney location. Sheet 54.82: Revised "Section 9" to reflect framing at new chinney location. D. Architectural Drawinss: l . Sheet A l 0 l : Revised detail reference "F/A509" at mechanical well. 2. Sbeet Al02: Added detail reference "F/A509 Sim" at mechanical well. 3- Sheet A I 14: Revised Unit B Chimney location 4. Sheet Al44: Revised Unit B Chimney location 5. Sheet Al54: Revised Unit B Chirury location. 6. Sheet A164: Revised rvest Unit A Chimney location. 7. Sheet Al74: Revised bolh Unit B Chimney locations. 8. Sheet Al84: Revised Unit A and Unit B Chimney locations. 9. Sheet M02: Added card reader / kelpad post rnte for garage door entry. I 0. Sheet A2 I I : Revised Unit B Chimney location- ll. SheetA2l2: a Revised Unit B Chimney location. b. Added deail refererce at Unit B french balcony. 12. Sheet A2 | 3 : Revised Unit B Chimney location- 13. Sheet A2l4: R€vised Unit B Chimney location" Gore Creek Residences Tunnel & Residential Vail, Colorado r 12 Januar] 2005 I I I I I I I I I t I I I T I T t I I 2- 3- 4. 6. ,, 8. Addendum No- I 00901 - 2 I I I t I I I t7. 18. t9. 20. 21. 22. 23. 24. 25. 26. 27. 28. 29. 30. 31. 32. 55. 34. 1S 36. 37. E.Mechanical Drawings: F. 14. 15. 16. l., .'. 4. 5. Sheet A222: Added detail refercnce at Unit B french balcony. Sheet A24l: Revised Unit B Chimney location. Sheet 4242: a. Revised Unit B Chimney location. b. Added detail reference at Unit B french balcony. Sheet A243: Revised Unit B Chimney location. Sheet 4244: Revis€d Unit B Chimney location. Street 4252: Added detail reference at Unit B french balcony. Sheet A254: Revised Unit B Chimney location. Sheet 426 I : Revised west Unit A Chimney location. Sheet 4262: Revised west Unit A Chimney location- Sheet ,{263 : Revised west Unit A Chimney location. Sheet A264: Revised west Unit A Chimney location. Sheet A27l: Revised to show (l) combined chimney location split into (2) separate chirnney locations. Sheet 4272: a. Revised to show (l) combined chirrmey location split into (2) separate chimney locations. b. Added detail reference at Unit B tench balcony Sheet A273: Revised to show (l) combined chimney location split into (2) separate chimney locations. Sheet A274: Revised to show (l) combined chirnney location split into (2) separate chirnney locations. Sheet A28 l: Revised Unit A and Unit B Chimney locations. She€t A282: a. Revised Udt A and Unit B Chimrrcy locations. b. Added detail reference at Unit B french balcony. Sheet A283: Revised Unit A and Unit B Chimney locations. Sheet A284: Revised Unit A and Unit B Chirnney locations. Sheet A52l: Added new fiench balcony details 6 & 7 . Sheet A536: Revised detail 5 to show building 7 similar chimney condilion. Sheet 4802: a. Added detail reference E/A507 to Stair 2 - Transve$e Section. b. Added detail reference E/A507 to Stair 2 Plan - Plazalavel. Sheet A8l l: a. Added notes referencing interior drawings and specifications. b. Miscellaneous detail and note clarifications and revisions. Sheet A8l2: a. Added notes referencing inrcrior dnawings and specifications. b. Miscellaneous detail and note clarifications and revisions. c, Added new section detail 5. Sheet A905: Miscellaneors detail. note asd dimension clarifications and revisions. I I I I I I I I I I I I Sheet M0.l : Reissued existing sheet for information rclative to Altemate #14. Sheel M03l: Added new sheet delineating Alternate #14. Ml.llA throughMI.llD: Added new sheets delineating Altemate # 14. M2.3 I : Added new sheet delfurcanng Altemate # 14. M2.41: Added new sheet delineatinS Altemate #14. Gore Creek Residences Tunnel & Residential Vail, Colorado 12 January 2005 Addendum No. 1 Electsical Drawings: 00901 - 3 l. 2. 4. Sheet E0.l 1: Added new sheet delineating Altemate #14. Sheet E0.21 : Added new sheet delineating Altemate #14. Shea El - l I : Added new sheet delineating Altemate # 14. Sheet ES 1.4: Added traffic detection loops. Fire Alarm / Fire Protection: t t I I I I I I I I I t I I I I t I I l. 2- 4. FA000 throrgh FA005: FFOfi) throughFP005: FAI l0 tbroug! FAI l5: FPI l0 tbrougb FPI 15: FAl20 through FAl25: FPl20 througb FPl25: FAl30 through FAl35: FPl30 through FPl35: FAl40 through FAl45: FPt40 through FPl45: FAl50 tbrough FAl55: FPl50 through FPl55: FAl60 throughFAl65: FPl60 tbrougb FPl65: FAl70 through FAl75: FPl70 througb FPl75: FAl80 through FAl85: FPl80 through FPl85: Addcd Tunnel Fire Alarm drawings. Added Tunnel Fire Protection drawings. Added Building I Fire Alarm drawings. Added Building I Fire Protection drawings. Added Building 2 Fire Alarm drawings. Added Building 2 Fire Protection drawings. Added Building 3 Fire Alann drawings. Added Building 3 Fire Protection drawings. Addcd Building 4 Fire Alarm drawings. Added Building 4 Fire Protection drawings. Added Building 5 Fire Alarm drawings. Added Building 5 Fire Protection drawings. Added Building 6 Fire Alarm drawings. Added Building 6 Fire Protection drari'ings. Added Building 7 Fire Alann drawings. Added Building 7 Fire Protection drawings. Added Building 8 Fire Alarm drawings. Added Building 8 Fire Protection drawings. 5. 6. 8. 9. t0. I l. 12. 13. t4. t5. 16. t7. 18. Interiors: PRODUCTS Not Used EXECUTION Not Used l. 2. J. ID2.0l: Modified frebox size. ID3,0l: Revised fireplace elevations and dimensions. tD4.02:. Addd detail' "l 11D4..02". Modified detail "6fiM.02" showing new firebox dimensions and bearth placement. a. b. PART2 PART3 EI\ID OF ADDENDIJ1VI Addendum No I I Gore Creek Residences Tunnel & Residential Vail, Colorado 12 January 2005 0(D0l-4 t T I T t I I I I I I I I I I I I I I SECTION 00902 ADDENDI]MNO.2 PART I GEIYERAL I.OI DESCRIPTION A. Geniral: Except as may be otherwise described, the materials and workmanship for the Work hereinafter specified shall conply with the requirernents of the Contract Documents. I.O2 PERTAINING TO TI{E TUNNEL SPECIFICATIONS . A- Section 00005 - Table of Conte,nr: Indicated rwised Specification Sections for issue under Issue No. 13, dated0l/19/05. B. Section 00860 - List of Drawings: Indicated revised Drawings for issue under Issue No. 13, dated 0lll9l0s. C. Section 00902 - Addendum No. 2: Indicated revisions to Drawings and Specifications Aom previous Issue. D. Section 01030 - Alternates: Added Altemates No- | 5 and 16. E. Section 025 15 - Concrete Unit Pavers: Clarified description and thiclness of concrete unit paven in paragraph 2.01-A F. Section 025 16 - Ftagstone: Revised paragrapb 2.02 from 'tsedding Sand" to 'Mortar" set. G. Section 07510 - Hot Fluid-Applied Fabric Reinforced Waterproofing: Revised drain type in pu agr aph 2.03 -I ro' Zwn Z- | 07 -C". I.O3 PERTAINING TO TI{E RESIDENTIAL SPECIFICATIONS A. Section 0(D05 - Table of Conteats: Indicated revised Specification Sections for issue under Issue No. 13,dated0l/19/05. B. Section 00860 - List of Drawings: Indicated revised Drawings for issue under Issue No. 13, dated 0lll9l05. C. Section 00902 - Addendum No. 2: Indicated rcvisions to Drawings and Specifications from previous Issue, D. Section 0 I 030 - Alt€males: Added Alternates No. I 5 and I 6. I.O4 PERTAINING TO TTIE DRAWINGS A. General Drawings: L Cover Sheet: Provided new cover sheet indicating Addendum No. 2, Issue No. 13, dated 0l/19/05. 2. Sheets G00l throush Gfi)3: Indicated revised sheets for issue under Issue No. 13, dated 0ln9tos- Gore Creek Residences Tunnel & Resideniial Vail, Colorado 19 January 2005 Addendum No. 2 00902 - I B,Civil Drawings: l. SheetC004: a. Revised finislrcd grades above westerly nrechanical room due to top of precast slab elevations. b. Revised two subsurface drains to area drains (ehange cover to grat€). 2. SheetC00TD: a. Added manhole penetration in MH #15 for roof drains coming from mechanicaVplumbrng plan b. Referred to Mechanical plans fq roof drains at MH #9. 3. SbeetCOl l: a. Deleted high-density foam (in place of compacted subgrade) from 'Snowmelted Paver Section Detail - Pedesaian Path / Ernergency Access". b. Added 'Alternate #15 - Snowmelted Paver Section Detail - Pedesnian Path / Emergency Access" detail. c. Added l ' clayey backfill to boulder wall detail Lardscape Drawings: l. Sheet L32: Added "Refer to Civil" note clarifiing locaiion of Pedesbian Path detailing. 2. Sheet 133: Added 'Refer to Civil" note clari$ing location ofPedeshian Path detailing. 3. Sbeet I.5: Revised planting area at Project entry sigp - west Trunel entrpay. Sfuctural Drawings: l. Sheet S I.20: Revised/reissued due to printing ermr. 2. Sheet 51.23: Revised chimney location 3. Sheet 51.63: Rwised chinrney location Architectural Drawings: l. Sheet Al0l: Added Section indicato$ at tlpical Rcsidential Unit wallcways referencing details on new sheet A500. Sheet Al24: Revised chirnney location. Sheet A | 34: Added dimensions at chirnney locatiom. Sheet A 164: Rwised chirnney location. Sheet A202: Added recessed signage niche at vrcst elwation adjacent to Tunnel entry. Shet M22: Rwised chimney location Sheet A223: Rwised chimncy location. Sheet A224: Revised chinucy location Sheet 4262: Revised chimney location Sheet 4263: Revised chiuuey location. Sheet A264: Rwised chimney location. Sheet A3l l : Revised chimney location. Sheet A3l2: a. Revised chimey location. b. Corrected pony wall and footing locations in crawl space. Sheet A3l3: a. Reviscd chimney location. b. Added note 'Re: Stair Detail" reference. c. Deleted indication of pony wall in crawl space. Sheet A3l4: Revised chimney location. Sheet A3l5: Gore Creek Residences Tunnel & Residential Vail, Cotorado t9 Jenuary 2005 I I T I I I I I I I I I t T I I I It I c. D. E. 2. 3. 4. 5. 6. 7, 8. 9. 10. lt. t2. t3. 14. 15. 16. Addendum No.2 tD902 - 2 t I I I I T I t I T I t I t I t t I I t9. 17. 18. 20. 2t. 22. 23. 24. a. Revised chimney location and detail reference. b. Corrected pony wall and footing locations in crawl space. Sbeet A32l : Revised chimney location. Sheet A322: a. Revised chimney location. b. Deleted indication ofpony wall in crawl space. Sheet 4323: a. Deleted indication ofpony wall in crawl space. b. Added note "Re: Stair Detail" refennce. c. Deleted indication ofpony wall in crawl space. Sheet A324: Corrected pony wall and footing locations in crawl space. Sheet A325: Corrected pony wall and footing locations in crawl space. Sheet A332: a Revised chimney location. b. Added note "Re: Stair Detail" reference. c. Deleted indication ofpony wall in crawl space. Sheet A333: Corrected pony wall and footing locations in crawl space. Sheet A334: a- Added note "Re: Fire Protection ofConcealed Space". b. Corrected pony wall and footing locatiors in crawl space. Sheet A335: a. Added note "Re: Stair Detail" reference. b. Deleted indication ofpony wall in crawl space. Sheet ,{336: a. Added note "Re: Sair Detail" reference. b. Corrected pony wall and footing locations in crawl space. Sheet A34l: a. Revised chimney location. b. Added note "Re: Stair Detail" reference. c. Deleted indication ofpony wall in crawl space. Sheet A342: a- Revised chinmey location. b. Added note "Re: Stair Deail" reference. c. Deleted indication ofpony wall in crawl space. Sheet 4343: a. Minor correction of chimney position. b. Added note "Re: Fire Protection ofConcealed Space". c. Revised note "Re: Chimney in Foreground", instead ofbeyond. d. Corrected pony wall and footing locations in crawl space. Sheet A344: a. Added note "Re: Fire Protection ofConcealed Space". b. Corrected pony wall and footing locations in crawl space. Sheet A345: a. Added note "Re: Fire Protection ofConcealed Space". . b. Conected pony wall and footing locatiorn in crawl space. Sheet A35l: a. Revised chimney location. b. Added note'T.e: Stair Detail" reference- c. Deleted indication ofpony wall in crawl space. Sheet 4'353: a- Revised chimney location. b. Added note "Re: Stair Detail" reference. c. Deleted indication ofpony wall in crawl space. SheetA354: ,s 2',7. 28. 29. 30. 31. 32. Gore Creek Residences Tunnel & Residential Vail, Coloredo 19 JantgrY 2005 Addendum No. 2 34. 00902 - 3 I I I I t I I I I I I I I t I t T t I 4t. 42. 43- 44. 47- 48- 49. a. Added note "Re: Fire Protection ofConcealed Space". b. Conected pony wall and footing locations in crawl space, 35. SheetA355: a. Added note "Re: Fire Protection ofConcealed Space". b. Corrected pony wall and footing locations in crawl space. 36. SheetA356: a. Added note "Re: Fire Protection ofConcealed Space". b. Corre,cted pony wall and footing locations in crawl space. 37. SheetA36l: a. Revised chimney lccation. b. Added note "Re: Stair Detail" reference. c. Deleted indication ofpony wall in crawl space. 38. SheetA362: Revised chimney location. 39. SheetA363: a- Revised chimney location b. Added oote"Re: Stair Daail" reference. c. Deleted indication ofpony wall in crawl space. 40. SheetA364: a. Revised chimney location and detail reference. b. Conected pony wall and footing locations in crawl space. Sheet A'365: a. Revised chirnney location b. Corrected pony wall and footing locations in crawl space. Sheet A366: Corrected pony rmll and footing locations in crawl sprce. Sheet A37l: ' a. Rwised chimney location. Sheet A372: a. Revised chimney location. b. Added note "Re: Stair Detail" reference. c. Deleted irdication of pony wall in crawl space. 45. SheetA373: a. Revised chimney location. b. Added note "Re: Stair Detail" reference. c. Deleted indication of pony wall in crawl space. 46. SheetA374: a. Revised chirurcy location. b. Corrected pony wall and footing locations in crawl space. c. Added note "Re: Fire Protection ofConcealed Space". Sheet A375: a. Revised chimney location b. Conected pony wall and footing tocations in crawl space. Shect A38l: Revised chirmey location. Sheet A382: a. Revised chinmey location. b. Added note "Re: Stair Detail" reference. c. Deleted indication ofpony wall in crawl space. 50. Sheet A383: Revised chimney location. 51. SheetA384: a. Rwised chirnney location. b. Added note "Re: Stair Detail" reference. c. Deleted indication ofpony wall in crawl space. 52. She€tA385: a. Revised chimney location. b. Corrected pony urall and footing locations in crawl space. DWO?-4 Gore Creck Resirtences Tunnel & Residential Vail, Colorado 19 JanuarY 2005 Addendum No. 2 F. G. H. I ! I t I I I I I I t t I I I t T I I 53. SheetA386: a. Revised chirxrey location. b. Corrected pony wall and footing locations in crawl space. 54. SbeetA50O: a- Added new sheet detailing typical Residential Unit walkways. b. Added Plan and Section 5 & 4/A500 - "Alternate #16 - Snorrrrelted Flagstone Pavement Plan & Section". 55. Sbeet A8l l: Deleted indication ofpony wall in crawl space. 56. Sheet A8l2: Deleted indication ofpony wall in crawl space. 57. Sheet 4905: Added miscellaneous notes ofclarification - "Re: Fireplace and Chirnnqy''. Mechanical Drawings: l. Mt.l lA: Revised ductwork for forced air design in Crawlspace Level - Mecbanical Plan. 2. Ml-l lB: Revised plan to remove ductwork from ceiling space. .3. Ml.l lC: Revised plan lo remove ductwork from ceiling space - floor registers in entryway, kitchen ductwork relocated to soffit. 4 Ml.l lD: Revised plan and relocated supply registers - supply in restroom under cabinet in toe kick. Plumbing Drawings: L Sheet P3.2B: Extended storm piping to comect to manhole M-15; refer Civil drawings for continuation. 2. Sheet P3.2D: Extended storm piping to connect to manhole M-9; refer to Civil drawings for continuation, Electrical Drawings: l. Sheet E0.2: Provide (8) 20A 2P GFCI circuit breakers for heat trace to roof drains. Use space available in panels HP2 & HP3. 2. Sheet ESl.l: a. Building # I : Provide 208v cormection for heat race; circuit back to panel HP3-34, 36. Coordinate location with piping. b. Building #2: Provide 208v connection for heat race; circuit back to panel HP3-38, 40. Coordinate location with piping. 3. Sheet ESl.2: a. Building #3: Provide 208v connection for heat trace; circuit back to panel tIP3-37, 39. Coordinate location with piping. b. Building #4: Provide 208v conne0tion for heat trace; circuit back to panel HP2-21, 23. Coordinate location with piping. 4. SheetESl.3: a. Building #5: Provide 208v cormection for heat Face; circuit back to panel HP2-25, 27. Coordinate location widr piping. b. Building #6: Pmvide 208v connection for heat tsace; circuit back to panel HP2-22, 24. Coordinate location with piping. 5- Sheet ESl.4: a. Building #7: Provide 208v connection for heat trace; circuit back to panel HP2-26, 28. Coordinale location with pbing. b. Building #8: Provide 208v connection for heat trace; circuit back to panel HP2-30, 32. Coordinate location with piping. Gore Creek Residences Tunnel & Residential Vail" Col,orado l9 January 2005 Addendum No. 2 00902 - s PART2 PROI}UCTS Not Used PART3 EXECUTION Not Used ENDOFADDENDI'M t a t l I I I fl I I I T I I I Gore Creek Rcsldences Tunnel & Residentiel Vail Colorado 19 January 201)5 Addendun No, 2 0tD02 - 6 I I I l I I I I i I SECTION 00903 ADDNNDI'MNO.3 PART 1 GE}.TERAL I.OI DESCRIPTION A. General: Except as may be otherwise descn'bed, the materials and workmanship for tbe Work hereinafter specified shall comply with the requirements of the Contract Documents. I.O2 PERTAINING TO THE TI'NNEL SPECIFICATIONS A. Section 00005 - Table of Contents: lndicated revised Specification SectioDs for issue under Issue No. 14,dated0li28l05. B. Section 00860 - List of Drawings: Indicated revised Drawings for issue under Issue No. 14, dated 0U28105. C. Section 00903 - Addendum No. 3: previous Issue. lndicated revisions to Drawings and Specifications from I.O3 PERTAINING TO TI{E RESIDENTIAL SPECIFICATIONS A. Section 00005 - Table ofContens: Indicated revised Specification Sections for issue under Issue No. 14,dated0l/28l05. B. Section 00860 - List of Drawings: Indicated rwised Drawings for issue under Issue No. 14, dated ov28t05. C. Section 0O903 - Addendum No. 3: previous Issue, I.O4 PERTAININGTOTIIEDRAWINGS General Drawings: Indicated revisions to Drawings and Specificatiors fiom 2. I I T I I I I t. 2. Cover Sheet Provided new cover sbeet indicating Addendum No. 3, Issue No. 14, dated 0v28t05. Sheets G00l tbrough G003: Indicated revised sbeets for issue under Issue No' 14, dated 0U28105. Electrical Drawings: Sheet ESl.2: Relocatd meter stack from current location above grade !o inside Tumel' Route tbe Decessary conductors from the transfornrer under the tunnel slab to the mcter location. Residentid Buildings I tbrough 8 (Typical) - Not shown graphically, but to be included in the Project: a. Provide arch fault circuit breaken on all Bedroom circuits. b. Provide GFCI circuit breakers for the gutter heat trace. c. Provide GFCI circuit breakers for tbe spa equipment. Gore Creek Residences Trmnel & Residential Vail, Colorado 2E January 2005 Addendum No. 3 00903 - I I IC. NOTE: Ilard copy, record drawings (as noted above) arc being issued in ll x l7 format for Addendum No. 3. Futre Issues will include thcse drawings as full-sized sheets. 1.05 PERTATNTNCTOBIDDERQUESTIONS AI,IDAI.ISWERS A, QuestionSetNo. I &2: l. Refer to attached "Question Sct No I & 2', dated 28 January 2005, for questions posed by various Bidders, and for the mswers provided by the General Contractor and/or Desigp Tcas" PART2 PROI}UCTS Not Used PART3 DTECUTION NotUsed ENDOFADDENDTJM Gore Creek Rcsldences Tunnel & Resldential Vall, Colorado 28 fanuarl 2lX)5 I ff 0 I I ! I I I 0 I J I I I I I Addendum No.3 00903 - 2 !,3o o notct 95 E€:; $tEE ie€: Bgss Eggi g€E; r*EttrEhocorEoo.g ^- $EgE€ Heg$E bb,,?s 5 E.q$PH giEgF rDcc'lDr$ EE.A Ta ffiEggo..-,c:g:0, (/,p #;E$i '8E;;r,J d9<o!E-.c:€ ;g FS€BEE EAag€F E 3E si€ IE:EE$ $;frg€$ 2s eb Eg Y_a EEgs -o Ep 9r .E5bit 5E Og5e s66:(\-t.= x; P8 -=q'b.e €t;EoG=i3ec(s:999/r6r! 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Subject to THE CONSTRUCTION CONTRACT, the requirements of the Confract Documents and Divisions 00 and 0l govern the work of this Section. B. The Contractor shall ut& the Owner and Architect's approval, and whercver possrDle, seek out Green Seal Certifiod and recornmended products and place priority on their use. I.O3 CONTRACTADMIMSTRATION A. The Architect will render interpretations necessary for the proper execution ot progress of the work, with reasonable promphess and in accordance with agreed upon time limits. Interpretations and decisions of the Architect will be consistent with the intent oi and reasonably inferable from the Contract Documents, and will be in writing or in the form of drawings. When making such interpretations and decisions, the Architect will endeavor to secure faithful perfonnance by both Owner and ConEactor, will not show partiality to either, and will render said interprctations or decisions in good faith. B. The Architect's decision on matters relating to aesthetic effect will be final if consistent with the intent expressed in the Conract Documents, C. The Architect will visit the site at intervals appropriate to the stage of construction, and as per agreement with the Owner to become generally familiar with the progress and quality of the Work and to determine, in general, ifthe work is proceeding in accordance wi& the Contract Documents. However, the Architect will not be required to make exhaustive or continuous on-site inspections to check quality or quantity of the Work. On the basis of on-site observations, the Architect will keep the Ounrer informed of the progress ofthe work and will endeavor to guard the OwDer agahst defects and deficiencies in the Work of the ConEactor. D. Neither the Architect nor the Owner will be responsible for, or have control or charge of, construction psans, methods, techniques, sequences or procedures, or for safety precautions and progran$ in connection with the Work in accordance with the Contract Documents. Neither the Architect nor the Owner will be responsible for, or have control or charge over, the acts or omissions of the Contractor, subcontractors, or any of their agents or employees, or any other persons performing any of the Work. E. It is to be anticipated ttrat exact locations of all items of the work (i.e., receptacles, 'J' boxes, outlets, fue protection heads, overhead fixtures, etc.) may not be shown on the Contract Drawings. The Contractor shall diligently review the documents prior to construction and shall bring to the Architect's atterltion all specific oversights ald/or discrepancies. These specific clarification requests shall be submitted with need dates as it relates to schedule, with reasonable notice, in Gore Creek Residences Tunnel & Residentlal Vail, Colorado 03 January 2005 General Provisions 01000 - I I t I t I I I I1.04 advance of respective discipline constuction of that work. The Owner and Architect shall strive to respond with appropriate information no less than five (5) working days prior to need date. Any rework or tirne extersion request as a result of this information shall not be the responsibility of the Owner nor its Consultants. F. It is to be understood by the Contractor that this is a "custom" (not "standard') commercial construction Project. If on any occasion the Contractor feels the Owner or its Consultants are requiring work beyond the Contract Documents, it must be immediately brought forth formally to Ore Owner's attention per the provisioDs of the General Conditions so that a prompt resolution may be dctennined with the Owner. Without this notification, any claims for additional compensation based on excessive construction quality standards shall be uaived. G. It is to be understood by the Contractor that in accordance with industry practice, it is probable that all specific construction field conditions are not detailed on tbe Contract Documents. In the event of these occurences, the Contractor shall submit its prop,osal of a deail in accordance to acceptable industry standards and goveming Codes as well as the Desip Intent of the Conract Documents. The Owner and/or its Consultants shall review said detail for approval or necessary altemate equal industry standards. The Owner and its Consultants shall not be responsible for additional costs or claims to the work within the aforesaid policy. H. Any furring or widening of studs or stud wall construction that may be required to enclose concealed Wor* shall be at no additional cost to the O,wner. SPECIFICATIONS A. The Specifications are generally divided into rade sections in accordance wittr the Construction Specifications Institute (CSI) Master Format for Construction Specifications for the purpose of convenience and reference only. B. It is the intent that the work included under each Section of the Specifications shall cover the manufacture, fabrication, delivery, installation and/or erection and perfonnance, with all incidentals thereo as required for a complete project, unless otheru/ise noted or specified. C. The Contractor is cautioncd that when a "Work Included" or "Section Includes" paragraph is included, it is intended to be general and in no way limits or gualifies the Contract requiremcnts. D. Specifications and Drawings are intended to agree and be mutually explanatory and shall be accepted and used as a whole and not separately. Should any item be omitted fiom the Drawings and be included in the Specifications or vise-versa, it shall be executed the same as if shown and coutained in botb, at no extra cost to the Owner. Should anything be omitted &om the Drawings and Specifications necessary for the proper construction of the Worlg or should any error or disagrcement between the Specifrcations and Drawings exist or appcar to cxist, the Contractor shall not avail iself of zucb manifestly unintentional etror or omission, but must have same qualified or adjusted by the Owoer prior to undertaking the work. It is the intcnt of the documents for the Contractor to provide complete working systems unless noted otheru/ise. Any conllict or inconsistency between the Drawings and Specifications, and any discrepancies within the Drawings and/or Specifications sball be submitted by thc Conracor through the Owner o the Architect for interDretation. PRODUCTS Not Used Gore Creek Residences Tunnel & Residential Vail, Colorado 03 January 2005 I I 1 I t I IPART 2 t I t General Provisions 01000 - 2 I ; PARr3 ExrcurroN I Notused t t I I I t I t I t I I t T ENDOFSECTION ] General Provirions 01000-3 Gore Creek ResldcncesI Tunnel & Resldcntial Vail, Colorado 03 January 2fi)5 t I I I I I sEcrIoN 01005 ADMINISTRATIVE PROVISIONS PART1 GENERAL I r.0l sEcTIoN INCLTJDES A. Contract Method. B. Work Sequence. C. Contractor Use of Premises. D. References. E. Construction Documents. F. Geotechnical Information. a 1.02 CoNTRACTMETHOD I A. Construct the Work under a Guaranteed Maximum Price (GMP) Agreement I l.o3 woRK 'EeT.JENCEIA. Construct Work in stages, if required, to accommodate the Owner's occupancy requirements during the construction period; coordinate consEuction schedule and operations with the Owner and Architect. I.O4 CONTRACTOR USE OF PREMISES A. Limit use of premises for Work and for constuction operations. B. Coordinate use ofpremises under direction ofthe Owner, C. Each Contractor and subcontractor shall confine its equipment, storage of materials and operations of its workrnen to limits directed by ttre Owner. Materials shall not be brougbt onto the site until reasonably required for progress of work. Storage space will be confined to designated areas of the work site. When the site is not in condition to receive a material shipment, the Conractor shall bave materials properly stored elsewhere at no additional cost to tlrc Owner, including insurance coverage for ofrsite storage. Only bonded warehouse facilities shall be used for oGsite storage of materials. Said Conuactor will secure permission tom the Owner prior to oFsite storage of material. I.O5 REFERENCES A. For Produc8 specified by association or trade standards, comply with requirements of the standard, except when more rigid requiremenB are specified or are required by applicable Codes. B. The date of the standard is tlrat in effect as of the Contact Documents date. C. Obtain copies of standards when required by the Contract Documents. Maintain copy at jobsite I I l I I I t Administrarive aiffii"l'r"*"* orthe specific work0l005 - l I Gore Creek Residences Tunnel & Residentlal Vail, Colorado 03 January 2005 I t I t 1.06 L07 CONSTRUCTION DOCUMENTS A, The Contractor will be provided with one set of unbound, full-size bond originals of the Contract Drawings, and one set of unbormd, single-sided bond originals of the Specifications, upon Notice to Proceed. Any additional sets required to complete the Project shall be the responsibility of the Contractor, udess otherwise provided by the Construction Contract. GEOTECHNICAL INFORMATION A. The following documents have been provided as reference documents for informational and reference purposes only. Neither Owner, Architect nor the Geotechnical engineering fimr providing the report makes any warrantees or gu.arantees as to dre exact subsurlace geological and/or hydrological conditions pres€nt at the job site. l. Koecblein Consulti"g Engineers' report of "Qulity and Depth of Existing Fill" - Building l-9, Gore Creek Place, Colorado, dated March 4, 2004. B. Additional lnvestigation: Contractor shall visit thejobsile and acquaint itselfwith the site conditions. Prior to Bidding, Contractor may make its own subsurface investigations and make its own detennination regarding zubsurhce conditions. Any such investigations shall be performed in such a way as to keep disruptions of existing operatiors to a minimum and shall be coordinated with the Owner. Contractors are invited to conduct check surveys prior to Bidding, subject to Owner's approval. Notwittstanding, the fact that the Owner may have provided subsurface and/or site informatioq it is the sole responsibility of the Contractor to make ib own determinations as to actual site and/or subsurface conditions, and to det€rmine the methods required to accommodate such conditions, and to allow the performance of the Work under the Contract. PRODUCTS Not Used EXECUTION Not Used ENDOF SECTION Gore Creek Residences Tunnel & Residential Vail, Colorado 03 January 2005 T l. 2. 4. I t l t I I I I I I I T PART2 PART 3 Admhistrative Provisions 01005 - 2 t I I I t t I t T I I I l t I t t sEcTroN 01010 SUMMARYOFWORK PART T GEIYERAL I.OI SECTION INCLUDES A, Contracts/Scope. B, Work Under Other Contracts. C. Owner Fumished Work. D, Conractor Use of Site. 1.02 CONTRACTS/SCOPE A. Work of this Confact comprises the general construction and site work for the Gore Creek Residences - Residential in Vail. Colorado. B, Corstruct the Work under TIIE CONSTRUCTION CONTRACT. C. Scope ofWork. L Consecutive and simultaneous issues for construction are proposed for the Project area shown wi*rin the Conract Documents. Graphic referetrces made within these Documents to work by Others is only for the purpose of coordination of contiguous work. The Contractor shall make every effort to establish all conditiors of the site, including, but not limited to, a clear understanding of any and all contiguous work; furthermore, the Contractor shall be responsible for identifying and bringing to the attention ofboth the Omer and Architect potential conllicts in scheduling and/or other aspects of the performance of Work due to the interface of work by Others. 2. The Scope of Work includes, but is not limited to, the Specifications included herein, as well as the Work indicated on documents as listed in Section 00860 - List of Drawings, and is intended to provide a "complete" Project. I.O3 WORKI,JNDEROTHERCONTRACTS A. The Owner resewes the right to enler inlo separate Contracts for related Work to be completed concurrently widr this Conuact, and includes, but is not limited to the following: l. Signage and Graphics. 2. Data Cabling. 3. SatelliteCommunicationsEquipmanr 4, Fumiture, Fixtures, and Accessories. B. Items Doted "OFCI" (Owner Furnished Contractor Installed) will be fumished by Owner, but installed by the Contractor as part of this Conuact. C. Items noted "MC" (Not in Contact) or "OFOI" (Owner Fumished Owner Installed) are not in the Contractor's Contract, and will be supplied and installed by the Owner or its Contractor. I.O4 OWNERFURMSHEDWORK Gore Creek Residences - Residential Vail, Colorado 03 January 2005 I I Summary of Work 01010 - l Specific Work to be fumished by the Owner, if applicable, will be identified in the Construction Contract. Owner's Responsibilities: l. Coordinate with the Contractor and its Subcontractors to all said Work. 2. An-ange for and deliver Owner reviewed Shop Drawings, Product Data and Samples to the Contractor. 3. Arrange and pay for Product delivery to site. 4. On delivery, inspect Pmducts joiDtly with the Contractor. 5. Submit claims for transportation damage and replace damaged, defective or defcient items. 6. Arrange for Manufrs$rers' warranties, inspections and service. C. Contractor's Responsibilities: l. Coordinate with the Owner and its Consultants, Contractors and Supplien relative to all said Worlc 2. Review Oumer revicwed Shop Drawings, Product Data and Samples. 3. Receive and unload Products at site; inspect for completeness or darnage jointly with Owner, 4. Handle, store, irrstall and finish Produsts. 5. Repair or replace items damaged after receipt at no cost to the Owner. 6. Install said Products, unless it is "OFOI" Product. 7 . Clean Products for hoject Closeout. I.O5 CONTRACTOR USE OF SITE A. Limit Use of Site to Allow: l. Work by Othen. PART 2 PRODUCTS Not Used EXECUTION Not Used PART3 END OF SECTION Gore Creek Residences - Residentlal Vait Colorado 03 January 2005 I T I I t I I I l I T t A, B. 3 I I I I I Summary of lVork 01010 - 2 I I sEcTroN 01030 ALTERNATES PART T GEFIERAL I I l.0r SECTIoNINCLUDES I A. Altemate Submission Procedures. I B. Documentatioq ofChanges to Conhact Sum and Contract Time. I I.O2 REI.,ATED SECTIONS I A. Section 013fi) - Submittals. I B. Scction 01310- Construclion Schedules and Reports: Work scbedule affected by Altemates, ' C, Section 016fi) - Material and Equipmeot. I t D. Section 01630 - Product Options and Substitutions. I.O3 SUBMISSIONREQUIREMENT A. Submit Alternates identifuing the effect on adjacent or related components. B, Altemates quoted on Bid Forrrs will be reviewed alld accepted or rejected at lbe Owr|er's option. Acoepted Alte.males u'ill be identified in the Construction Contract. . Coordinate related work and modiff surrounding work to integrate the Work of each Altemate.I I l.o4 scHEDULEoFALTERNATES A. Alternate No. I & No- lA: Ai all typical Landscaping 'stone veneer site walls' indicatbd on sheets I-1 and I-2, delete all stone veneer walls and support 'backupt, including: stone veneer, steel support angles and anchorq cmu backup walls (including reinforcing), coDcrete footings (including reinforcing) and weterproofing system (including additional drainage ma! insulation/protection board'' cap flashing and hot-applied waterprooling); as indicated in details 7/53.1, 2/A504 and 9A509. Replace stone veneer site walls ryith boulders as indicated in details 1,2 and 3lL-33 - *All l, Address Marker', Alt. 1, Paving', and 'Alt l, Boulder Site Wall', respectively. . Under Alternale No. I, assume the use of all 'on-site' boulders urcarthed during ercevation Under separate Alternate No. lA, assume Landscaping Subcontractor provides all boulders of size and shape similar to those detailed (i.e, no use of'on-site' boulders). B. Alternate No. 2: At all typical Landscaping 'address markers' indhated on sheets Ll and L2, delete all' address markers and support 'backup', including: rough sawn cedar arm and post (induding wroughl iron assemblies), light tirture (including eleclrical wiring), fully-grouted. stone veneer, fully-grouted cmu pler (including reinforcing), and sleel t-plate support'fin'; as indicated in detaits lfi-32 andl 4153.2. Replece Landscaping address narkers with Residential Building-mounted Architectural 'lighted' address markers as indicated in details 3'& 41A522, In ptace of deteted Landscaping address markers, install one 'path light I I I t I I I I Alternates l' 01030 - I Gore Creek Residences Tunnel & Residential Vail, Colorado 19 JanuarY 2005 . boltard' as indicated in iletail3ll-3.2, and one 'dupler outdoor electrical outlet' as indicated in detail 4lL3J. Alternate No. 3: At Landscaped areas, generally obounded" by the following: soulh of the pedestrian path/ambutancc acc6s lane, north of the al,imit of Work" line (adjacent to the eristing Marriott Hotel), west of the easterly ambulance turneround, and east of the westerly stair . (Stair ST01), provide separate prlcing for rll trees, shrubg ground covers, vines, perennials, topsoit fine grading, sod, steel edglng, bark mulch beds, and irrigation systems; as indicated on sheels Ir4 andl-7. Alternate No. 4: At Landsceped areaq generally abounded' by the following: south of the pedestrian pat},fambulance lccess lene, north of the *Limit of Work" line (adjacent to the West Day Lot), west of the easterly stair (Stair ST0l), and east of the westerly Forest Road sidewalt provlde sepante pricing for all lrees, shrubs, ground coverg vines, perennials, topsoil, fine grading, sod, steel edging bark mulch beds, and irrigation systems; as indicated on sheets L 5 and LE. Alternaae No. 5: At the top of the Tunnel roof declq delete 507o of the 'top layer' drainage mat (located directly above tbe concrete topplng slab) as indicated in waterproofing details.d D & F/A506, A, D & FlAstr7, A, B, D & F/A508, and A, B & D/AS|D (note that the 'botiom layer' of drainage m.t dir€caly below the rigid insulation shdl NOT be reduced). The remaining $Vn oI'top layer' drainage mat shdl be placed in 'diagonel' strips, generally sloping to the north and ao the center of the Tunnel deck (similar to a 'chevron' pattern). The met strlps shall be 6'-0' wide, alternating with 6'-0' wide areas where there ls NO mat strtp. Thls pattern of 6'-0' of rnat, then 6'-0" of NO mat, and so on, shall cover tbe entire Turnel roof declc Alternate No. 6: At the top of the Resftlentlal foundation wells, deletc the bituthe4e sheet membrane shown in details D & F/ASI l. The erterior wall sheathing shall extend 2-lncbes past the bottom of the sill plate to provide a lap over the top of the concrete foundation well. A continuous fillet bead of urethane sealant shall be installed to smooth the transition between the edge of tbe sheathing and the face of the foundation wall (l-inch in wid0q min-). The foundation waterprooting membrane (hor-applied or spray-applied) shall be reinforced and e end a minimum of 3-inches onto the erterlor wall sheathing. The buildlng wrap shall ertmd down and lap over tbe waterprooflng sysaem a minirnum of }indes The window fla.rhings shall be installed in accordence wlth window deiails sbovn on sheet A753. At the door thresholds (detail E/ASll) there are no changes to the installation of the sheet bituthene. Alternate No. 7: At the west elevation of Bullding E, provlde new chimney elernent that will house relocated boiler flues from Boiler Room T66 - refer to IIAZE4 for Base Bid elevation, and 4/A537 for Allernate Bid elevation. Generally, relocate the two boilers @5 & 86), erpansion tank (ETl) and glycol feeder assembly (GFA-f) to the east end of the Bofler Roonq while relocating the water entry assembly to the west end. Delete the curent concrete sheft (wilh Gore Creek Residenccs Tunnel & Residential Vail, Coloredo 19 January 2005 I T I t D. t I I I I ! T I t I I F. G. Alternates I t T I 01030 - 2 I I I I t I I I I l open grille rbove) et the southrvest corner of the Boiler Room, rellacing it with one of smalter area and height at the soutbeast corner (this shafl rvill be below-grade horvever, with the boiler flues running up the chimney elernent). The chimney element shall be cotrstructed of simitar materiels as Buildlng 8 - wood framing, plywood, stone veneer, stuoco, and copper chinney cap (to match other Building 8 chimney cap). Boiler flue shall be PS pipe providing the minimum clesrances as required by Code Alternate No. E: Provide concealed fin tube radiation as shown on drarving M2.6, in lieu of forced air heat for supplemental heating in the Great/Dining Room and Kitchen Dining areas. This will eliminate the need for fan coil units. F"rn tube radiation will be recessed in the floor in a 3'X 3'sheet metal trough with custom grate TBD. Inside of the trough is to be painted black Revise ceiling heights of individual roonrs per attached 'Addendun #8 - Revised Ceiling Ileight Schedule'(page 01030 - 4). Alternate No. 9: At HOA Storage spaces T19, T37 rnd T59, provide Wall Type Bl rypsum wallboard wall in lieu of indicated 'rvire mesh partition'. Include one pair of 3'-0'x ?'-0'hollow metal doors, painted, rvith appropriaae storeroom hardware, in lieu of the indiceted wire mesh gates. Provide sheet metal transfer air duct from louver along south wall to new g5tp board wall in IIOA Storage spaces Tl9 and T37 - add security mesh to opening within gp board wall. Mechanically veniilate all IIOA Storage spaces as required by Code. Provide any additional fire detectors and fire sprinklers at aU HOA Storage spaces as required by Code. Alternate No. 10: At eristing Bike Patt, near Forest Road, provide relocated section of Path as indicated on sheet C010, 'Alt. No. l0 - Option for Relocated Bike Path'. Relocation shall include removal of eristing portion of Path, r€grading and widening of eristing portion of Patll relocation of utilities as required, and installation ofboulder wall below relocated Path. Alternate No. ll: At the Tunnel drive lane and visitor parking space arees; provide fully addressable and rnalog heat detection throughout the Tunnel arees (full coverage detection) as an additional and separate lire alarm zone on the fire alarm control panel. Alternate No. 12: At the Tunnel drfue lane and vigitor parking space areas; replace the four (4) automatic sprinkler zones with a single (1) automatic sprinkler zone. Each automatic sprinkler zone to conslst of a control valve, flow switch and tamper swilch. Alternate No- 13: Locate one light firture Type 57 at each Residential Unit, Tunnel Level, above Unit's etrtry stair Qocated within Residential Garage), as indicated on sheets A005' A006 A007 and A008; Issue 5B (0f/00/05). Connect tight tirture to l20y circuit and switch adjacent to Unit entry door. Allernate No. l4: 1007o forced air system for heating and cooling et residences. Remove radiant floor heating Gore Creek Resftlences Tunnel & Residential Vail, Colorado , 19 JanuarY 2005 L. N. T I I T I t I I Alternates 01030 - 3 t I PART2 t I t I I I I I o. P. system and install ductwork as shown on drawings Ml.llA5 Ml.llB, Ml.llC, and Ml.llD. F'an coil units are located in the crawlspace and mechanical room of each unit. The fan coils have both heatlng end cooling coils that will be used to supply air to the rooms. Oubide ah mixed rvith return air from the unlts will be heated or cooled by the coils to reach the desired temperature. Each zone is on an indMdual ahermostrt controlling the airllow throqgh the zone damper located in the ductwork es shown on the drawings. Boiler weter output temperature is increased to l80T'for heating water supfly to the coils. Alternale No- 15: In lian of providing lhe continuous slruclural slab benealh lhe concrele unif pavers (as indicated in the previously isued daig&Ietoil of the 'Snowmeltcd Pavs Section Ddsil - Pedc*ian Path/Emergenqr Acss' - sheet CilI), providc lhe aiernate comlncted rcsdbase design/dettil as indicoted in Section a,,Uteraale #15 - Snowmehed Pawr Section Derail - Pedatian Parh/Emergenc! Aoocstn - sheet Cil 1. Alrernale No- 16: In lieu of providing the mortar-xl tlagsbnc walhwy (ss indicated in lhe previously isued Lantlscaling drmings - from the Pcdatiian Palh to thc individnsl ResidattfuI Unit), provide the sand-sel tlagdone *vlkway as indicated in PInn & Scelbn 5&4/A500 - oAltcrnate #16 - Snownehed Flagstone Povemenl Plan & Sectionn PRODUCTS Not Used PART3 EXECUTION Not Used Ei{DOT'SECTION t I I I T I I I Gore Creek Resllences Tunnel & Residentlal Vai! Colorado 19 JanuarY 2005 Alternates 01030 - 4 I I I I I I I I I I I I I I I I I I I Alternates ' SECTION 01030 ALTERNATES Gore Creek Rosidences T.rmnd Residendal Vail, Colorado 03 January 2005 ADDENDUM# E. REVISED CEIUNG HE'GHT SCHEDULE ROOM NAIUE RM#CEILING HEIGHT BASEPACKAGE ADDENDUM#8 AUNIT LOWER ENTRY&CLOSET 4001 9-0"9'.-7'. BATH 1 A002 8',-0"9',4" SHOWER SOFFIT 7-0'8'-0" BEDROOM 1&CLOSET A003 9'-0"9',-7' BATH 2 A004 8'4"9',-0' SHOWER SOFFIT 7',4"8L0" BEROOM 2 & CLOSET A005 9-0"9',-7" FAMILY ROOM 4007 10'4"UNCHANGED FLEX SPACE AOOB 10'-{)'UNCHANGED STORAGE A010 10'-9"UNCHANGED MECHANICAL A011 12'4"UNCHANGED MAIN ENTRYCOATCLOSET 8'{"9'.-0" B UNIT LOWER ENTR\/ & CLOSET 8001 9'-0"9'.-7" BATH 1 8009 8'-0'9'.-o" SHOWERSOFFIT 7',-o"8l.o" BEDROOM 1 & CLOSET 8008 9'-O"9'.-7" BATH 2 8007 8'-0"9'-0" SHOWER SOFFIT 7'4',g',-0' BEROOM 2 & CLOSET 8006 9-0"9'.-7^ FAMILY ROOM 8004 10'-0"UNCHANGED MECFIANICAL 8002 '10'-9"UNCHANGED MAIN ENTRYCOATCLOSET 8'-0"9L0' SKI CLOSET 8102 8'{'9'.-0" 01030. 5 I r\Ij sEcrIoN 01039 - PRE-CONSTRUCTION COORDINATION IT PARTl GENERAL - I,OI SECTION INCLUDES t A. Constnrction organization and start-up. I B. Construction mobilization. I C. Schedules. - I D. Field Engineering. E. Coordination of utilities.II. I,O2 REI-ATED SECTIONS I A. Section 01010 - Summary of Work. I B. Section 01040 - Project Coordination: Pre+onstruction Meeting, Progress Meetings and Pre- r installation Meetings . I C. Section 01700 - Contract Closeout Contract closeout procedures. I I.O3 CONSTRUCTIONORGANIZATION AND START-UPI A. Establish on-site lines of authority and communications. I B. Establish schedule of Pre-consauction Meetings, Progress Meetings and Pre-installation Meetings, I and as required by the Owner or Architect . I.O4 CONSTRUCTIONMOBILIZATION It A. Coopernte with the Owner in allocating the mobilization areas of the site for field offices and sheds, subcontractor and supplier access, traffic, and parking facilities. I B. During constuctiorL coordinate use ofsite and facilities through Owner. I C. Comply with Owner's and Architect's procedures for Project communications, submittals, reports I and rccords, schedules, Coordination Drawings and recommendations; and resolution of ambiguities and conllics. f D. Compty with Owner's instructiors for use of ternporary utilities and constructiou facilities.! E. Coordinate field cngineering and layout Work I l.o5 SCHEDULES r A. Submit preliminary schedule on submittals of Shop Drawings, Product Data and Samples in I' accordance with Section 01300 - Submittals, for review and compliance with Contract Documents,I for field dimensions and clsarances, for relocation to available space, and for relation to work of I Pre-Construction Coordinatlon 01039 - 1 Gore Creek ResldencesI "'""i,ii8f,#i'# 03 Jrnuary 2005 I\I t I Ir.06 separate contracts. Revise and resubmit as required. FIELD ENGINEERING A. Employ a Lard Surveyor registered in the Sete of Colorado and acceptable to Owner, Architect and Engineer, under prcvisions of Section 0 | 050 - Field Engineering. COORDINATION OF UTILITIES The Conractor shall be responsible for coordination of all utilities to be installed for service to the Project and shall cooperate wittr all utility agencies. Utilities may include, but are not limited to natural gas, telephone, electrical and cable television. The Conhactor shall maintain communication with the utilities in order to coordinate time and requiremens of the utilities' installation. The Conmctor shall provide all work necessary to comply with the requirements of the Contract Documenb for work by the utility company tlut do€s not meet the Contsact Documents requirements, or for work that is distributed by the utility installation. The Contactor shall be responsible to locate and protect existing utilities. PRODUCTS Not Used E)(ECTITION Not Used ENDOFSECTION Gore Creek Residences Tunnel & Residential Vail, Colorado 03 January 2005 r.07 PART 2 t I t t t I I t T I t I I I B, PART 3 Pre.Construction Coordination 01u!9 - 2 I I T PART' GENERAL SECTION 01040 PROJECT COORDINATION I I I I l I I,OI SECTION INCLUDES A. General Requirernents. B. Adminisg6fivs, Supervisory Personnel and Worhen. C. Equipment Staging, Hoists, Tools and the Like. D. Coordination and Project Conditions. E. Coordination of Various Trades. F. Meetings. G, Coordination of Space. H. Mounting Heighs. l. Coordination of Submittals. J. Alteration Project Procedures. K, Coordination of Contract Closeout. I I A. Documents affecting work of this Section include, but are not necessarily limited to, THE CONSTRUCTION CONTRACT, General Conditions, Supplementary Conditions, and Sections in Division 00 thru l7 ofthese Specifications. B. Minimum administrative and supervisory requirements necessary for coordination of Work on the Project include, but are not necessarily limited to, the following: f l, Coordination and meetings. l] 2. Administrative and supervisory persormel. 3. Surveys and records or reports. 4. Limitations for use of site. I 5. General irstallation provisions. f 6. Cleaning and protectio4 construction cleaning. 7 . Conservation and salvage where applicable and possible. I 8. Coordination and scheduling of Work related to local utilities. I 9. Coordination and scheduling of Owner Fumished, ConEactor Installed Work (OFCI). 10. Coordination and scheduling of Owner Fumished, Owner Installed Work (OFOI)' I 1.03 ADMIMSTRATTvE, srJpERvrsoRypERsoNNELANDwoRKMENI L. Conservation and Salvage. T T.O2 GENERALREQIJIREMENTS I ProJectCoordinatlon T Gore Creek Residences Tunnel & Residential Vail, Colorado 03 January 2005 0lM0 - I A. Shall be qualified to perform the duties assigned to them in administedng, supervising and performing the Work, and shall be acceptable to the Owner. Management personnel including superintendents shall not be removed, reassigled or relieved without written consent cf the Owner. B. Contractor shall require that all zubcontactors have a competent Supervisor on the Project whenever their Work is being performed. C. Contractor shall give reasonable notice to the Owner and Architect when their presence is required for special consultations, examinations or decisions, and shall cooperate with the Owner and Architect to arrange zuch. D. Confactor shall be responsible to the Owner for the acts and omissions of the Conractors employees, subcontractors and their agents and errplopes, and any other persons performing any Work under contract r,vith the Contractor, or claiming by, tbrough, or under tle Conhactor, and for any damages, losses, costs and expenses resulting from such acts or omissions. E. Conractor shall at all times enforce strict discipline and good order among its employees, agents, subcontractors and sub-subcontractors, and their employees and agents, and shall not employ on the Work any unfit person, or anyone not skilled in the ask assigned to them. F. Contractor shall lay out the Work in conformity with the requirements and intent of the Drawings, and shall be held responsible for the proper establishment and maintenance of all lines, dimensions and grades. l. Before ordering material or commencing any work, the Contractor and its subcontractors shall verifo all measurements and conditions at the site, and shall be responsible for tbe correctaess of the same, G. ConEactor shall carefully study and compare the Contract Documents and shall at once report to the Owner and Architect any error, inconsisteocy or omission therein that it may discover, and any variance from dre requirernents of all regulatory authorities with jurisdiction to prescribe and enforce standards or regulations, with respect to the Project or applicable local, state and lbderal laws, statutes, ordinances, codes, orden, rules and regulations; including but not limited to applicable zoning, building and fire codes, standards of the Board of Fire Underwritcrs, Factory Mutual System, state and federal OSHA and EPA requirements (collectively the "tcgal Requirements'). l. Contractor shall not be liable to the Owner for any damage resulting fiom any such errors, inconsistencies or ornissions in the Contract Documents that Contractor has reported to the Owner. If however, the Contactor performs any work knowing of any such errors, inconsistencies, omissions or variances, and v/ithout notice to the Owner, the Contractor shall assume full responsibility therefor and shall bear all costs attributable tbereto. Contraclor shall perform no portion of tbc Wo,rk at any time without Contsact Documents or, where required, approved Shop Drawings, Product Data or Samples for such portion of the Work. EQTJIPMENT, STAGING, HOISTS, TOOLS AND THE LIKE A. Exce,pt as modifred by TIIE CONSTRUCTION CONTRACT, it is the Contractor's responsibility to arange and pay for their use, without additional costs to the Owner, and which are required by the Contractor, subcontractors and zub-subcontractors for p€rformance of the Work as required under the Contract Documents. COORDINATION AND PROJECT CONDITIONS Gore Creek Residences Tururel & Residential Vail, Colorado 03 January 2005 I t t t I I I t I I I T I I T t t.M 1.05 Project Coordination 01040 - 2 I I 1.06 1.07 l.08 T I I I I I I I I I I t I t I I T A. Verify utility requirements and characteristics of operating equipment are compatible with building utilities. Coordinate Work of various Sections having interdependent responsibilities for installing, comection to, and placing in service, such equipment, B. Coordinate space requirements, supports, and installation of mechanical and electical Work which are indicated diagrammatically on the Drawings. Follow routing shown for pipes, ducts, and conduit, as closely as practicable; place runs parallel with lines of building. Utilize spaces efficiently to maximize acoessibility for other installations, for maintenance and for repairs. C. In finished areas, conceal all pipes, ducts, and wiring within the construction. Coordinate locatiols of fixtures and outlets with finish elemenB. D. Coordinate completion and clean up of Work of separate Sections in preparation for Substantial Completion E. After Owner occupancy of prcmises, coordinate aocess to site for correction of defective Work and Work not in accordance with Contract Documents, to minimize disruption of Owner's activities. COORDINATION OF VARIOUS TRADES A. Coordinate scheduling, subminals and Work ofthe various Sections to assure efficient and orderly sequence of installation of construction elements, with provisions for aocommodating iterns to be installed later, such as fumiture and Owner's equipment. B. Verifu characteristics of elements of intenelated operating equipment and all various building systems aad components are compatible; coordinate Work of various Sections having independent responsibilities for installing, corurecting to, and placing in service such equipment, building systems and components. C. Contractor shall participate and cooperate in soheduling meetings aad coordinating the Work performed by other prime Contraotors, simultaneously with ie Work. MEETINGS A. In addition to Project Meetings specified in Section 01200 - Project Meetings, hold coordination meetings and preinstallation conferences with persormel and subcontractors to assure coordination of the Work. COORDINATION OF SPACE A. In addition to, and per the requirements of Section 01000 - General Provisions, Section 01039 - Pre-Construction Coordination ald Section 01300 - Submittals, coordinate use of Projeot space and sequence of installation of mechanical and elecrical Work that is indicated diagrammatically on the Drawings. Follow routings shown for pipes, ducts and conduits as closely as practicable with due allowance for available physical space; make runs parallel with lines of building. Utilize space efficiently to maximize accessibility for other installations and for maintenance and repairs. Inswe sequencing of wor* is not adversely affected by lack of proper time allowed for submittal submission and review. l. It shall be understood that all Drawings are diagrammatio, except wherc specifically dimensioned, and that field conditions may arise that will prevent Work from being installed as indicated. Eacb subcontractor shall fully acquaint itself with the Drawings and Specificatiors conceming other trades and subcontracts, and shall coordinate its Gore Creek Residences Tunnel & Residential Vail, Colorado 03 January 2005 Project Coordination 01040 - 3 I T t I I I I I I I I B. c. D. T I T I I F. G, installation with the Work of others. It shall be the duty of the Contractor and its subcontractors to consult with each other and verifu existing conditions, and in cases where there is question or doubt as to the adequacy ofspace or indicated arangements, to submit a uorkable solution to the Owner and Architect for their approval prior to installing the Work in question. 2. Contractor and subcontractors shall prepare and submit to the Owner and Architect Coordination Drawings ('Composite Drawings") of all special systems, electrical mechanical, plumbing and fue protection Work, in relation to the structural and architectural plans, per Section 01300 - Subminals. All areas of conflict shall be identified and brought to the attention of the Owner and Architect, with a suggested workable solution. Obt^in Ourer and Architect approval prior to commencerrent of Work 3. Contractor shall submit plans indicating locations of all required access panels for MEPFP Worh and shall receive approval from the Architect prior to the installation of the Work requiring the access panel. Such locations shall not be altered without Architect's approval. 4. Contactor shall submit composite plans indicating all underground site utilities. All areas of conflict shall be brought to the attention of the Architect/Engineer prior to installation of the Work. 5. Contractor shall prcpare plans for review by the Architect/Engineer showing all items to be embedded in concrete, including but not limited to, MEP rough-in boxes and sleeves, stucnrral and miscellaneous steel attachments, and architectural items. 6. Contactor and subconUacton shall be responsible for correcting, at their cost, any conflicting Work installed prior to submittal, review and approval of the above referenced Coordination DrawiDgs by the Architect/Engineer. Contractor shall require Installer (subcontractor) of each major unit of Work to inspect the subsEate to receive Work and conditions under which the Work is to be performed. The Installer sball report all unsatisfactory conditions in writing to the Contractor. Do not proceed with ttle Work until unsatisfactory conditions have been corrected in a manner acceptable to the Installer. Failure by the Contractor or subcontractors to provide notification, or cotrunencement of any work by the Contractor or subconbactors without such notification, shall constitute acccptance by the Contraclor and subcontactors of any and all claims arising fiom disputes related to such Work. In all areas, the fire protection Work shall be considered to be installed as "centered" in each sprinkler head's immediate installation area. Sprinkler heads that may be shown on Drawbgs are intended for general Desip Intent only, and are not intended to indicate every Code required location. Requircd layout shall be coordinated with structural, architecnral, and MEP requirernents, and be included in the Coordination Drawings. Final required layout may require additional heads not requircd by Code, but required due to Architectural placerrent. In Back-of-House Areas, all intentionally exposed pipe, duct and conduit Work shall be located in an inconspicuous and workmanlike mtrnner, acceptable to the Owner and Architect. This coordination and effort shall be at no additional cost to the Owner, In all Finished Areas, pipe, duct, aad conduit Work shall be concealed within the construction. Coordinate locations of fixnres and outlets \rdth finish elements. Conmctor and subcontractors shall diligently cross-refercnce all Confiact Documents. Should the Contractor or zubconfractors Dote obvious technical oversights (i.e. exhaust fan with no electrical bookup, washing machine without water, toiles without tissue dispensers), dris Work sbll be included within the base Contract at no additionat cost to the Owner. Gore Creek Residences Tunnel & Residential Vail, Colorado 03 January 2005 Project Coordination 01040 - 4 I L09 l.l0 Llr l.t I I I I I I t I t I t T I I I I t I I t MOUNTINGHEIGHTS A. Where mounting heights are not indicated, or where questionable mounting heigbts are indicated, confirm with Architect for desired mounting heights. Because of the nature of this Work, industry standards may not be acceptable. COORDINATION OF SUBMITTALS A. Schedule and coordinate submittals specified in Section 01300 - Submittals. B. Coordinate Work of various Sections having interdependent responsibilities for installing, connecting to, and placing in service such equipment. C. Requests for Substitutions must be submitted per requirements of Section 01630 - Product Options and Substitutions. ALTERATION PROJECT PROCEDURES A. Alteration: Under provisions ofSection 01045 - Cutting and Patching. B. Materials: As specified in product Sections; match existing products and Work for patching and extcnding Work. C. Employ skilled and experienced installers to perform alteration Work. D. Close openings in exterior surfaces to protect existing Work from weather and extrernes of temperature and humidity. E. Remove, cut and patch Work in a marmer to minimize damage and to provide means of rcsorting products and finishes to original condition. F. Refinish existing visible surfaces to remain in renovated rooms and spaces, to renewed condition for each material, with a neat transition to adjacent finishes. G. Where new Work abuts or aligns with existing, provide a smooth and even transition. Patch Work to match cxisting adjacent Work in tex0re and appearance. H. When fnished surfaces are cut so tbat a smooth ransition with new Work is not possible, terminate existing surface along a straight line at a natural line of division and submit recommendation to Architect/Engineer for review. L Where a change of plane of ll2 inch or more occurs, submit recommendation for providing a smooth Eansition to Architect/Engineer for review and approval. J. Patch or replace portions of existing surfrces that are damaged, lifted, discolored or showing other imperfections. K. Finjsh surfaces as specified in individual product Sections. COORDINATION OF CONTRACT CLOSEOUT A. Coordinate comptetion and clean up of Work of s€parate Sections in preparation for Substantial Completion. Gore Creek Residences Tunnet & Residential Vail, Colorado 03 January 2005 Project Coordination 01040 - 5 t.l2 B. After Owner occupancy of premises, coordinate access to site by various trades for corection of defective Work and Work not in accordance with Contact Documents to minimize disruption of Owne/s activities. C. Assemble and coordinate closeout submittals as specified in Section 01700 - Conract Closeout. CONSERVATION AND SALVAGE A. It is required that supervision and administration of the Work be carried out with the maxirnum possible consideration given to the conversation of energy, water and materials. In additioq maximu- consideratior shall be giv€n to salvaging materials and equipment involved in performance of the Worh but not incorporated therein. Refer to other Sections for required disposition ofsalvage materials that are the Owner's property. PRODUCTS Not Used E)(ECUTION Not Used ENDOFSECTION Gore Creek Residences Tunnel & Resldential Vail, Colorado 03 January 2005 I t I I I I I I t t I I I I t T t I I PART2 PART3 Project Coordinatlon 01040 - 6 I r sEcTIONoro4sr cu"rrING AND PATcrrrNG ta T PARTI GENERAL I l.0l sEcTroN rNcLrJDEs It A. Requirements and iimitations for cutting and patching of Work. I I.O2 RELATED SECTIONSIA. Section 01010 - Summary of Work Work by Owner or by separate contractors. I B. Section 01300 - Submittals.I - C. Section 0l 600 - Material and Equipmant. t D. Section 07840 - Firestopping. - E. Individual Product Specification Sections: II I . Cutting and patching incidental to Work of the Section 2. Advance notification to other Sections of openings required in Work of those Sections. 3. Limitations on cutting structural members.t I,O3 SI]BMIT'TAIS III I A. Submit written request in advance of cutting or alteration that affects: l. Structural integrity of any element ofProject. I 2. Integrity of weather exposed or moistue resistant element I 3. Efficiency, maintenance, or safetSr ofany operational element. 4. Visual qualities ofsight exposed elements.- 5. Work of Owner or Separate Contractor. .Ir B. Include in Request: l. IdentificationofProject. f 2. Location and description of affected Work. 3. Necessity for cutting or alteration 11 4. Description of proposed Work and products to be used.t i: #:;11";;J:-T$ffili11*:*contsac,or 't . Written permission of affecrcd Separate Contractor. 8, Date and time work will be executed.t I.O4 PROJECTCONDITIONS I A. Employ skilled and experienced installers to perfomr cutting and patching. B. Execute cutting, fitting and patching, including excavation and fill, to complete Work and to: I l. Fit the several parts together, to integrate with other Work 2. Uncover Work to install or correct ill-timed Work. il Cutting and Patching 01045 - t Gore Creek Resldencesr Tunnel & Residentlal Vail, Colorado I 03 January 2005 I 3. Remove and replace defective and non-conforming Work. 4. Remove samples of installed Work for testing. 5. Provide openings in elements of Work for penetations of mechanical and electrical Work C. Identiff hazardous substances or conditions exposed during ttre Work to the Owner and Architect/Engineer for decision or remedy. I T I I IPART2 PRODUCTS 2.OI MATERIALS PART3 EXECU'TION 3.OI EXAMINATION B. Primary Products: Those required for original installation Product Substitution: For any proposed change in materials, submit request for substitution as specified in Section 01600 - Material and EquipmenL T I I I 3.02 PREPARATION A. B. c. B. c. D. CUTTING A. B. c. D. F Examine existing conditions prior to conmencing Worlq including elements subject to damage or movement during cutting and patching. After uncovering existing Worh assess conditions affecting performance of Work. Beginning ofcutting or patching rneans ConEactor's acceptance of existing conditions.I I I t T3.03 T I T T No cutting, drilling or modifring of sfiuctural system shall take place without r€view by tle Structural Engineer. Provide tenporary supports to ensrue structural integrty of the Work. Provide devices and rrethods to protect other portions ofProject from damage. Provide protection from elements for areas that may be exposed by uncovering Work Maintain excavations fiee of water. Execute work by methods to avoid damage to other Worlg and which will provide proper surfaces to rcceive patching and finishing. Uncover Work to install improperly sequenced Work Remove and replace defective or non-conforming Work Remove samples of insalled Work for tesring, wben requested. Provide openings in Work for peneration of mechanical and elecrical Work. Gore Creek Residences Tunnel & Residentlal Vall, Colorado 03 January 2005 Cutting and Patching 01045 - 2 r I F. Employ skilled and o(perienced installer to perform cutting for weather exposed, moisnre I resistant elements and sight exposed surfaces. t G. Cut rigid materials using masonry saw or core drill. Pneumatic tools are not allowed without prior t approval. I 3.04 PATCHTNG I A. Execute patching to complement adjacent Work. I B. Fit products together to integrate with other Work.r- C. Execute Work by methods to avoid damage to other Work, and which will provide appropriate .l surfaces to receive patching and finishing. || D. Employ original installer to perform patching for weather exposed, moistue resistant elernents and sight exposed surfaces, wherever possible. t E. Restore Work with new products in accordance with requirements of Contract Documents. r F. Fit Work air tight to pipes, sleeves, ducts, conduit and other penetrations through surfaces. t G. Maintain integrity of wa1l, ceiling or floor construction; completely seal voids. I H. At penetrations of fire-rated walls, partitions, ceiling, or floor construction, completely seal voids I with fire-rated material in accordance with ttre Drawings and Section 07840 - Firestopping, to full thiclcress of penetrated element. I I. Refinish surfaces to match adjacent finish for a uniform appearance. For continuous surfaces,r refinish to nearest intersection or natural break. For an assembly, refurish entir€ unit. END OF SECTIONI I I I I I I Cutting and Patching I Gore Creek Resid€nces Tunnel & Residential Vail, Colorado 03 January 2005 01045 - 3 I I ""i3"#3x,o"Tih. I PART1 GENERAL - I.OI SECTION INCLIIDES I A. General Requirements. I B. Qualifications of Land Suweyor/Engineer.Ir C. Survev Reference Poins. I D. Project Survey Requirerrents. I E. Records. -! F. Submittals. I 1.02 GENERALREQUIREMENTS t A. Provide and pay for field engineering services required for the Project. I l. Suwey work required in execution of the Work. a 2. Civil, structural or other professional engineering services specified, or required to execute the Conhactor's construction methods. I 3, Establish grades, lines and levels by use ofrccognized engineering survey practices.I B. Contractor shall identiS, existing conbol points and property line comer stakes indicated on the - Documents and as required, f C. Contractor shall complete the layout of all Work and shall be responsible for all requireurents nece.ssary for the execution of any Work in accordance with the locations, lines, and grades I specified or shown on the Drawings, subject to such modifications as the Owner may require as the I Work pmgresses. D. If the Contractor, subcontr'dctor, or any of their representatives or employees, move or destroy or I render inaccurate, any survey contol point or monument, such confrol point or monument shall be I replaced by the Owrer at the Conractor's expense. No separate payment shall be made for survey work performed by the Conractor. I 1.03 QUALIFTCATTONS OFLAND SURVEYOR/ENGINEER i- A. Contractor shall engage and pay a Land Surveyor/Engineer experienced and specialized in land - survey Work, rcgistered in the State of Colorado, to perform the services specified in this SectionI Owner and Architect shall approve tbe land Suweyor/Engineer I I,O4 SIJRVEYREFERENCEPOINTS I - A. Confol datum for survey is tlat established by the Owner-provided survey. Locate and protect control and reference points. t' l. Make no changes or relocations without prior written notice to the ArchitecL 2. Report to the Architect any reference point that is lost or destroyed, or requires relocatiou I Field Engineering 01050 - r Gore Creek Resldences Tunnel & Resldential VaiI, Colorado 03 JanuarY 2fi)5r I I t t I I I I t I T t I I I T I I I 1.05 because ofnecessary changes in grades or locations. B. Locate and protect contol points prior to starting site Work and preserve all permanent reference points during construction. l. Make no changes or relocations without prior written notice to the Architect. 2. Report to the Architect any reference point that is lost or destroyed, or requires relocation because ofnecessary changes in grades or locations, 3. Require Surveyor to replace Project control points that may be lost or destoyed. a. Esablish replacements based on original survey control. PROJECT SIJRVEY REQTJIREMENTS A. Establish 3 minirnull of two (2) pernanent benchmarks on site, and additional bencbmarks as required, referenced to data established by survey control points. l. Record locations, with horizontal and vertical daa, on Project Record Documents. 2. Before proceeding with the layout of actual Worlg veri& the layout infomration shown on ttre Drawings, in relation to lhe property survcy and existing benchmarks. As work proceeds, check every major element for line, level and plumb. Maintain a suweyo/s log or record book of such checla. Make this log or record book available for the Architect's/EngineeCs reference. Record deviations trom required lines and levels and advise the Ovner and Architect/Engineer promptly upon detection of deviations that exceed indicated or recogrized tolerances. Record deviations that are accepled and not corected on Project Record Drawings. General: l. Work fiom lines and levels established by the property suwey, establish and maintain benchmarks and other dependable markers. Establish bench marks and markers to set lines and levels for work at each story of construction and elsewhere as needed to properly locate each element of the Projecr Calculate and measure required dimensions as shown witbin recopized tolerances. Drawings shall not be scaled to detei:nine dimensions. Advise entities performing work of marked lines and levels provided for their use. C. Establish lines and levels, locate and layoug by instrurnentation and similar appropriate means. l. Site improvements. a. Stakes for grading, fill and opsoil placemenl b. Utility slopes and invert elevatiors. 2. Batter boards for structures. 3. Building foundation, column locations and floor levels. 4. Controlling lines and levels required for mechanical and electrical trades. D. Verifu setbacks and eascments; confirm drawing dimensions and elevations. E. At intervals necessary to ensure corr@t locations of permanent consEuction, verify layouts by same methods. 1.06 RECORDS A. Maintain a complete, accurate log of all control and sunrey Work as it progresses. B. Incorporate results of zurvey Work into Project Record Documents as specified in Section 01700 - Gore Creek Residences Tunnel & Resldential Vail, Colorado 03 January 2005 Field Engineering 01050 - 2 I T I I I I I I I f ietd Engineering I ENDOFSECTION Contact Closeout. 1.07 SUBMITTALS A. Submit name, address and qualificatiors of Land Surveyor/Engineer to the Owner and Architect. B. On request of the Owner and Architect, submit documentation to verifu accuracy of field engineering Work C. Certification of Survey ofBuilding Location. l. Registered land surveyor shall certify exact location ofthe completed buildine, show and record atry deviations from ConEact Documents, and submit as a final survey per Section 017fi) - Contact Closeout. 2. Final suwey shall be at the Contractor's exp€nse. I PARr2 PRoDUcrs Not Used t PARr3 ExEcurroN I Notused l I I I I I Gore Creek Residences Tunnel & Resldential Vail, Colorado 03 January 2005 01050 - 3 I I I I I I I I I l I t I I I I I SECTION 01078 DEFINITIONS AND DOLANATIONS PART T GENERAL I.OI SECTIONINCLIJDES A. Definitions of cerlain terms used in the Specifications, explanation ofthe language, abbreviations thereo{, format and certain conventions used in the Specifications and associated Confact Documents. r.O2 DEFIMTIONS A, Project Manual: The term '?roject Manual" refers to a bound printed volume, which includes Conditions ofthe Contract and the Specifications. It may also include bidding requirements, contract forms, details, schedules, suw€ys, reports oi other relevant itans which may or may Dot be Contract Documents. B. General Requirements: Provisions and requirements of other Dvision I Sections apply b &e entire work of the Contract and, where so indicated, to other elements which are included in the hoject. C. Indicated: The term "indicate" is a cross reference to graphic repr€sentations, notes or schedules on the Drawings, to other paragaphs or schedules in the Specifications, and to similar rneans of recording requirements in the Contract Documents. Where terms such as "shown", 'hoted", 'bcheduled" and "specified" are used in lieu of'lndicated", it is for the purpose of helping the reader accomplish the cross referer:ce, and no limitation is intended exce,pt as specifically noted. D. Directed, Requested, etc.: Terms such as "directed", 'tequested", "authorized", 'belecled", "approved", 'tequired", "accepted", and 'lermitted" mean "directed by the Architect", "requested by the Architecf ', etc. However, no zuch implied meaning will be interpreted to extend the Architect's responsibility into the Contractor's area of constuction supervision. E, Installer: The entity fuerson or firm) engaged by the Contractor or iK Subcontractor or sub- subcontactor for the performance ofa particular element of construction at the Project site, including installatioq er€ction, application and similar required operations. It is a g€neral requirement that Installen be expert in the operations they are engaged to perform. l. Where the Specifications require Irstaller experience or other qualifications, such requirements apply to the firm and not to its employees or individual memben. 2. Where frm ownership has changed after the required experience occurred, Architect and Owner reserve dre rigbt to consider the ownenhip change as invalidating the otperience requirements. F. Testing Iaboratoryr An independent entity engaged to perform specific irspections or tests of the worlg eitlrer at the Project site or elsewhere; and to report and (if required) interpret the renrlts of those inspections or tests. G. Approve: Where used in conjunction with the Architect's or tlre Architect's Professional Consultants response to submittals, requests, applications, inquiries, r€ports and claims by the CoDtractor, the meaning of the term "approved" will be held to the limitations of 0re Architect's responsibilities and duties as specified in the General and Supplernentary Conditions of the Contract. In no case shall "approval" by the Architect be interpreted as a release of the Contractor from responsibilities to fulfill requirernents of the Contracl Documents or acceptance of the worlg unless otherwise provided by reouirernents of the Conu-act Documents, t Definitions and Explanation Gore Creek Residences Tunnel & Residential Vail, Colorado 03 January 2005I 01078 - 1 I I I I I I I I I I I I I I T I I T I 1.03 H. Contractor's Option: Where rnaterials, products, systems or methods are specified to be at the Contractor's option, the choice of which material, rnethod, product or sptern will be used is solely the Conbactor's. There will be no change in Contract Sum or Time because of such choice. I. Furnish: The term "firmish" is used to mea4 "supply and deliver to the Project site, ready for unloading, unpacking, assernbly and installatioq and similar' epemfiens:'. J. kstall: The term *insdf is used to describe operations at the Project site including the actual unloading, unpacking assembly, erectioq placing, anchoring, applymg, working to dimension, Fnishing, curing, protecting, cleaning and similar opcrations, as applicable in each instance. K, Provide: The term "provide" means'to fumish and install, complete and ready for the intended use". L. Guamntee: The narrow defnition of the term '\ilarranq/' is hereby established as applying to both 'Varranty'' and "guarantee" which temrs are used interchangeably. SPECIFICATION E)GLANATIONS A. Imperative language: L Used generally in the Specifcations. Requirements expressed imperatively are to be performed by the Contractor. 2. At certain locations in the text, for clarity, ssatasting subj€ctive language is used to desan"be the responsibilitias which must b€ fulfilld either irdirectly by the Conractor or, when so noted, by others. B. SpecificationContentConventions: L Overlapping Requiremens: a. Where compliance with two or more indusry standards or sets of requirements is specified, and overlapping of those requireinents also establishes different or conflicting minimrrms or levels of quality' the more stringent requireineot will be enforced unless the Contract Documents specifically indicar o0rerwise. 2. Reftr to apparently equal but difrerent requirements and uncertainties as to which level of quality is required to the Architcct for decision before proceeding. 3. In certain circumstanc€s, language used in the Specifcations and other Contract Docurnents is of the abbreviated b/pe. hrplied words and meanings will be appropriately intcrpreted. Singular words will be interpreted as plural and plural words will be interpreted as singular where applicable and where the full context of the Contact Docunents so indicates. PRODUCTS Not Used. EXECUTION Not Used. ENDOFSECTION Gore Creek Residences Tunnel & Residential Vail, Colorado 03 January 2005 PART2 PART3 Definitions and Erplanation 01078 - 2 I T I I I I I t I I I T I I I I I t I SECTION 01090 REFERENCE STAIYDARDS PART1 GENERAL I.OI SECTIONINCLIJDES A. Quality Assurance. B. Schedule ofReferences. C. Manufacturer's Direction. 1.02 QUALTTYASS1JRANCE A. For products or worknanship specified by association, trade, or Federal Standards, comply with requirements of the standard, except when more rigid requirements are specified or are required by applicable Codes. B. The date of the standard is that in effect as of the date of the Conract Documents, except when a specific date is specified. C. When required by individual Specification Sections, obtain required copy of reference standard. Maintain copy at jobsite during submittals, planning and progress of the specific Worlc, until the Date of Substantial Completion of the Work. D. Should specified reference standards conflict with Coutract Documents, request clarification from the Architect/Xngineer before proceeding. E. Neither the contractual relationship, duties and responsibilities ofthe parties in Contract, nor those of the ArchitectlEngineer, shall be altered by the Contract Documents by mention or reference otherwise, in any ofthe reference documents. I.O3 SCHEDULEOFREFERENCES ADC AGA AGC Reference Standards Aluminum Association Associated Air Balance Council Air Dffirsion Council American Gas Association Associated General Contractors of America AA AABC AAMA American Architectural Manufacturers Association AASHTO American Association of State Highway and Transportation Officials ACI American Concrete Institute ADA American's With Disabilities Act of 199 I, U.S. Departrnent of Justice Office of the Attorney Geneml; Public Law 101.336 (ADA) Gore Creek Residences Tunnel & Residential Vail, Colorado 03 January 2005 01090 - I AI AIA AIEE AISC AISI AITC ALBA ALSC AMCA ANSI APA ARI ASHRAE ASME ASTM AWI AWCI AWPA AWS AWWA BIA CDOT CISPI CLFMI CRSI CSI DHI EJMA Reference Standards Asphalt Institute American Institute of Architects American Institute of Electrical Engineers Arnerican Institr,rte of Steel Construction American Iron and Steel Institr.rte American Institute of Timber Construction American Log Builders Association American Lumber Standards Committee Air Movement and Conhol Association American National Standards Insti$te American Plywood Association Air-Conditioning and Refrigeration k$ti$te American Society of Heating, Retigerating and Air Conditioning Engineers American Socieg of Mechanical Engineers American Society for Testing and Matcrials Architectural Woodwork Institute Association of Wall and Ceiling Industries American Wood-Preservers' Association American Welding Society American Water Worlc Association Brick Institute of America Colorado Department of Transpofration Cast Iron Soil Pipe Institute Chain Link Fence Manufacturers Instituto Concrete Reinforcing Steel Institute Construction Specifi cations Institute Door Hardware Institute Expansion Joint Manufacturers Association I I I I I t I I I I I t I I I t I IGore Creek Residences Tunnel & Residential' Vall, Colorado 03 January 2005 I 01090 - 2 It I FGMA Flat Glass Marketing Association FM Factory Mutual System a FS Federal Specification General Services Administration, Specifications and Consumer Information I Distibution Section (WFSIS) GA Glpsum Association I IEEE Institute of Electrical and Elecfonics Engine r IMI International Masonry Institute II MIAC International Masonrv Industry All-Weather Council ITS Intertek Testing Services I MFMA Metal Framing Manufacturers Association I MIJFA Metal lath/Steel Framing Association NAAMM National Association of Architech.ual Metal Manufacturers f NBS National Bureau of Standards I NCMA National Concrete Masonry Association I NEBB National Environmental Balancing Bureau NEC National Electical Code I NEMA NationalElectricalManufacture$'Association .l I NFPA National Fire Protection Association NFPA National Forest Producu Association f NiDI Nickel Develooment Institute I NSF National Sanitation Foundation I NSWMA National Solid Wastes Management Association r NWWDA National Wood Window and Door AssociationI PCA Portland Cement Association I PCI Prestressed Concrete Institute PS Product Standard, U.S. Departnent ofCommerce f RIs Redwood Inspection Service I Reference Stbndards 01090 -3 Gore Creek Residences - Tunnel & Residcntial Vail, Colorado I o3 January 2005II SMACNA Sheet Metal and Air Conditioning Contracto$' National Association SPIB Southern Pine Inspection Bureau SSINA Specialty Ste€l Industry of North America SSPC Steel Structures Painting Council SWRI Sealant Waterproofing and Restoration Instifi.rte SDI SDI SIGMA TAS TCA IL WCLIB WHI ww?A Steel Deck Institute Steel Door Institute Sealed Insulating Glass Manufacturers Association Technical Aid Series Consfuction Specifications Instinrte Tile Council of America, Inc. Und erwriters' Laboratories, lnc. West Coast Lurnber Inspection Bureau Wamock-Hersey Institute Western Wood Products Association T I I t I I T I I I I I I I I T I I I I,O4 MANUFACTTJRER'SDIRECTION A. Manufactured articles, materials and equipment shall be applied, installed, connected, erected, used, cleaned and conditioned as per the Manufacorer's printed directions, unless specified otherwise. B. All materials and equipment shall be new, fint quality products employed in the manner for which they were intended by the Manufach[er. Manuhcnuer's specifications, where referred to, become a part of these Specifications. l Wherever the Manufrcturer has lnowledge of an improper use of its product(s), the Manufacturer shall fumish such information in writing to the Architect. This tlpe of information and communication shall emanate from the Manufacturer's technical staff (application, engineering and research divisioru).2. The Manufacturer shall be responsible for the hilure of its product to perform in accordance with written data supplied by itselfor its authorized representatives, as well as misrepresentations of such data. Responsibility extends to related products affected by the failure. 3. The Manufacnrer shall investigate the relation of its product to other producB used in association with its product. Such information shall be available to the Architect. 4. The Confiactor shall inform the Manufacturer concerning the application ofthe products it used and follow the directions of the Architect and Manufacturer. 5. In the event of disagreement between the Contract Documents and the Manufacturer's directions, the Contractor shall obtain written instructions Aom the Architect before proceeding with dre installation. 6. If the Contractor has lnowledge of, or reason to believe the likelihood of failure, dre Gore Creek Residences Tunnel & Residendal Vail, Colorado 03 January 2005 Reference Standards 01090 - 4 T t I PARr2 PR.DUCT' Contractor shall transmit such knowledge to the Architect and ask for rrn'itten instructions before proceeding with the Work. ENDOFSECTION 01090-5 Gore Creek Residences Tunnel & Residendal Vail, CoLorado 03 January 2005 NotUsed PART3 EXECUTION Not Used I Referencestandards I B. t I I I I I I I I I I t t t I I I I I SECTION 01200 PROJECTMEETINGS PART1 GENERAL I.OI SECTIONINCLTJDES General Requirements. Pre-construction Meeting. Progress Meetings. Pre-installation Meetings Other Meetings. 1.02 GENERAL REQUIREMENTS Subject to TTIE CONSTRUCTION CONTRACT, the Contactor shall schedule and administer the pre-construction meeting, progress meetings, pre-installation conferences and specially called meetings throughout progress of dre Work. Contrac tor's duties shall include: l. Prepare agenda for meetings and distribute to all concerned a minimum of 48 hours in advance. 2. Distn"bute written notice of each meeting four days in advance of meeting date. 3. Make physical iurangements for meetings at the jobsite. 4. Preside at meetings. 5. Record meeting minutes; include sipificant proceedings and decisions with final plans of action with responsibilities for such action identified, 6. Record agreemenls and disagreements ofiterns discussed. 7 . Reproduce and distribute copies of meeting minutes within 3 days after each meeting. a. To participants in the meeting. b. To parties affected by decisions made at the meeting. c. To the Owner and Architect. 8. Provide for systernatic discussions ofproblems as they relate to the progress ofthe Work. Revisions to Meeting Minutes: l Unless published meeting minutes are challenged in writing prior to the next regularly scheduled meeting, tbey are considered acceptable as written. 2. Persons challenging published meeting minutes shall reproduce and distribute copies of the challenge to all indicated recipients of the particular set ofmeeting rninutes. 3. Challenges to meeting minutes shall be settled as priority portion of"old business" at next regularly scheduled meeting. Represenlatives of subcontractors and suppliers attending meetings shall be qualified and authorized to act on behalfofthe entity each represents. Owner and Architect may attend meetings to ascertain tlrat Work is expedited consistent with the Contract Documents and the Constuction Schedules. Gore Creek Residences Tunnel & Residential Vail, Colorado 03 January 2005 A. B. c. D, E. D, Project MeetinEs 01200 - I I I I t I I 1.03 F. Contractor's relations with its subcontractors and materials suppliers, and discussions relative thereto, are the Contractor's responsibility and normally are not part ofProject meetings content. PRE-CONSTRUCTION MEETING A. If required by the Owncr or the Architect, schedule wifiin 15 days after Notice to Procecd or executed Agreemenr with the Owneq whichever comes first. B. Location: Cenral site, convenient for all parties, designated by the Owner. C. Attendance: l. 3. 4. 5. 6. 7. D.Suggested Ageuda: 8. 9- Owner, or Owner's Representative. Architect and the appropriate professional Consultant(s). Contractor's Project Manager. Contractor's Superintendent. Major subcontractors. Major suppliers. Others as required by the Owner or Architect. l. a J. Organizational .urangements of Contractor's forces and personnel and those of subcontractors, materials suppliers, Architect and Owner. Channels and procedures for communication, Distribution and discussion of: a. List ofmajor subcontractors and suppliers. b. ProjectedConstnrtionSchedules. Critical Work sequencing. Major equipment deliveries and priorities. Project coordination. Designation of responsible personnel. Procedures and processing of: Field decisions. Directives. Submittals. Chaugc Orders. Ap'plications for Payment. Bulletins Requests for Interpretation. Procedures for maintaining Project Record Documents. Use of premises: a Office, work and storage areas. b. Owner's requirements, ConsEuction facilities, conuols and construction aids. Temporary utilities. Rules and regulations governing perfonnance of the Work including: Procedures for safety and fint aid. Security. Quality conrol. Housekeeping. Related matters. Environmental issues. Access to site for visitors. Accounting procedures. Gore Creek Residences Tunnel & Residentlal Vail, Colorado 03 January 2005 I I I I I t I I I I I I I 4. ( 6. a. 't- 10. ll. t2. 13. t4. a, b. d. e. f. c. a. b. d. e. 15. Project Meetings 01200 - 2 I I I I I I I I 16. Other business required by tle Owner or Architect. I.O4 PROGRESS MEETINGS A. Subject to THE CONS'I'RUCIION CONTRACT, schedule and adrninister Project Meetings at a standard time and place. l. All attendees shall familiarize themselves with the action items from previous meetings so as to minimize the length of the meeting. B. Call special meetings when required by the Work. C. l,ocation of the meetings: Project field ofiEce of tlre Contractor. D. Attendance: L Owner, Owner's Representative. 2. Architect and the appropriate professional Consultant (as needed). 3. Contractor'sSuperintendent. 4. Contractor's Project Manager. 5. Subcontractors as appropriate to the agenda in addition to all Prime Conhactors. 6. Suppliers as appropriate to the agenda. 7. Others as required by the Owner or Architect. 8. Others as required who are currently involved in coordinating or planning the Work of tlre Project.r E. Sarnple Agenda may include: l. Review and approval ofmeeting minutes fiom previous meeting.I 2. Review ofwork progress since previous meeting. 3. Review offield obsorvalions, problems and/or conflicts. || 4. Review ofproblems that impede Construction Schedules. I 5. Corrective measures and procedures to regain projected Schedule. 6. Review ofoff-site fabrication and delivery schedules. 7. Revisions to Construction Schedules. r 3: :::?fi:il1:ffdure during succeeding workperiod' 10. Review Submittal Schedules and status ofsubmittals; expedite as required. I I L Review status ofRequests for Interpretations. f 12. Maintenance ofguality standards. 13. Pending changes and substitutions. 14. Review proposed changes for: r il u,F"llll:iT,Tils.?i:?',d:Tfr*: "ompretion date' 15. Project-wide and specific coordinatioi issues and resolutions. I 16. Security program- t 17. Other business as required by the Owner or Architect. I F. At each meeting, review progress of other Work and preparations for the particular Work under I consideration, including specific requirements for the following: l. Contract docunents. 2. Related Change Orders. I 3. Deliveries. 4. Shop Drawings, product data, samples, and quality contol. I ProJect Meethgs 0 1200 - 3 Gore Creek Resldences f Tunnel & Residential Vail, Colorado r 03 January 2005r Possible confl icts and corryatibility problems. Time schedutes. Weather limitations. Manufacturer's recommendations. Conpatibility of materials. Acceptability of substrates. Temporary facilities. Space and access limitations. Goveming regulations. SaGty. Inspection and testing requirernents. Required pcrformance results. Recording requirements. Protection. L05 PRE-INSTALI-ATION MEETINGS In addition !o other meetings, hold a pre-installation meeting at the jobsite well before installations of each unit of Work that requires coordination with other Work. Installer and representatives of the Manufacturers and Fabricators who are involved in, or are affected by that unit of worlg and with its coordination or integration with other Work that has preceded or will follow, shall attend this meeting. Advise the Owner and Architect of scheduled meeting dates at least one week in advance. The Contractor will record sigrificant discussions of each conference and record agreements and disagreements, along with the final plan of action. Distibute the record of meeting promptly to everyone concerned, including tbe Owner and Architect. l. Do not proceed with the Work if the pre-ittsrallation meeting cannot be successfully concluded. Initiate whatever actions are necessary to resolve impediments to performance of the Work and reconvene pre-installation conference at the earliest feasible date. 2. Contractor shall schedule and conduct a pre-consfiuction conference to review the detailed quality control and constnrction requiremeuts for each of the materials and/or systems listed below, not lcss rhan l0 working days prior to commencement of the applicable portion of the Work: Soil corrpaction. Excavatior/shoring. Asphalt paving. Concrete pavers. Foundations. Cast-in-place concrete. 3. The Contractor shall require responsible representatives of each party concerned with that portion of the Work to attend the conference, including but not limited to tlre following: a. Contractor's superintendent, b. Materials supplicr(s) or fabricator. c. lnstallation subcontractor(s). d. Agency responsible for Contractor-fumished testing. 4. The Architect, responsible Engineer and Owner's Testing Agency will be present and shall be notified by the Contractor at least 5 working days prior to the scheduled date of each such confercnce. Representatives from the Owner's Testing Agency shall include the specific individuals who will be perforrning the testing and inspection, as well as the Project Manager for the Testing Agency. 5. Meeting minutes of each conference shall be recorded by the Conhactor and shall be distributed in b/ped or printed form to each party in attendance within five (5) wo*ing Gore Creek Residences Tunnel & Residential Vail, Colorado 03 January 2005 I I I t I I I I I I I I I I I I t t I d. e. f, 5 6. 8. 9. 10. ll. t2. 13. 14. 15. t6. 17. 18. B. a. b. Project Meetings 01200 - 4 r I days of the meeting. One copy of these meeting minutes shall also be transmitted to the I Owner and to the Architect for information. I C. The following items should be specifically addressed at each pre-installation meeting: I l. The status of ail zubmittals required for the Work. All open submiuals should be listed for expediting by the Contractor. I i' T5ft?fff#"HitYcontrorProgram' 4. Inspection of contiguous Work. 5. Schedule. I D. During each pre-installation meeting, and where installations include manufactured products,I ;"#lt#t"T:,xl*ffi;;:HJ':::iH:fi:i,:il rif"::H;:lJ:n*Tffi?:ffhfrI requirements indicated in the Contract Documents. I 1.06 OTHERMEETINGS I A. Owner, Architect and/or Contractor rnay schedule orher Project Meetings as deemed necessary. I B. Monthly Report Meetings:I l. If mutually agreed, the week following the Contractor submission of the Monthly Progress Reporq a meeting may be held to discuss the content ofthe Report. t 2- Attendance: a. Oumer. b. Architect. I c. Contractors Project Executive, Project Managers and Superintendent (asI required).3. Record Document Status Report, PART2 PRODUCTS Not Used I I I I I I PARr3 ExncurroN Not Used I I Project Meetings T END OT'SECTION Gore Creek Residences Tunnel & Residential Vail, Colorado 03 January 2005 01200 - s A. B. I I I I I I I I I I t I t I I I I I I SECTION 01300 SUBMITTALS PARTI GENERAL I.OI SECTION INCLTJDES U. D. E. F. G. H, I, I. K. L. M. N, o. P, a. R. Procedures, Contactor's Review. Architect's Review. Return of Submittals. Transmittal Letter. Grouping of Submittals. Submittal Procedure. Resubmittal Requirements. Quality Assurance. Schedule of Values. Submittal Schedule. Shop Drawings. Product Data. Sarnples, Manuhcturer's Certificates. MEPFP Coordination Drawings. Operation and Maintenance Manuals. Warranties, Guarantees and Bonds, '.OZ PROCEDURES A. Make submittals as required by the Contract Documents; revise and resubmit as required to establish compliance with the requirements of the Contract Documents. Submittal Definitions: L Shop Drawing Submittals: Drawings, diagrams, schedules, and other &ta specifically prepared by the Contractor or any Subcontracor, Manufacturer, Supplier, or Dishibutor to illustrate some portion of the Work. 2. Product/Catalog Data Submittals: Sandard illusrations, schedules, performance charts, Gore Creek Residences Tunnel & Residential Vail, Colorado 03 January 2005 Submittals 01300 - I c. instructions, brochures, diagrams and other information fumished by the Contractor to illustrate a material, product, or system for some portion of the Work. 3. Sample Submittals: Physical examples fumished by the Conractor to illustate materials, equipment or workxnanship, and establish standards by which the Work will be judged. Submittals shall contain on the submittal, where practical, and on the accompanying transmitta[ the following information: l. The date of submission and the dates of any previous submissions Oy individual drawing). The Project name, date, month and year ofProject. Contract identifi cation. The names of: a, Contractor. b. Supplier. c. Manufacturer. 5. Identification of the product, with reference to Specification Section number. 6. Reference to Drawing numbe(s). 7 . Field dimersions, clearly identified as such. 8. Relation to adjacent or critical features of the Work or materials. 9. Applicable standards, zuch as ASTM or Federal Specification numbers. 10. Identification ofdeviations fiorn Conract Documenrc. ll. Identificationofrevisionsonresubmittals. 12. An 8 inch x 4 inch blank space for the Contractor's, Architect's and the Architect's professional Consultant review stamps. 13. Conhctor's review stamp, Subcontractor's rwiew stamp as applicable, initialed or siped, certi$ing prior review of submittal, verification of products, field measurements and field construction criteria, and coordination of the information within the submittal with requirements of the Work and of the Contract Documents. Submittals for each portion of the Work shall be cornplete and accurate. Incomplete or partial submittals will not be recogaized, will be rejected, and will require resubmittal when renrmed. l. Submittals may be made of portions of the Worh but each submiual shall be complete in all respects, with the infomration necessary for pmper review by the Architect and/or the professional Consultants. Comply with Consuuction Schedules for submittals related to Work progress. Coordinate submittal of related items. Distntute copies of approved subminals to applicable subconractor(s), jobsite file, and to other concerned parties. Instruct recipients to promptly r€port any inability to comply with provisions. Submit Shop Drawings, Product Data, Sanples and other subminals in a timely manner in accordance with the Subminal Schedule and with allowance for resubmittal time as required to meet the ConsEuction Schedules. Review by the Architect of submittals is not an authorization for Change Order. Any item requiring Change Order shall follow procedures described elsewhere in the Contact DocumeDts. Submit all reproducibles, prints, product data" test reports, brochures, literature, certifications and samples in accordance with the "Submittal Procedwe" described at the end of this Section. The Contractor shall submit all submittals directly to the Architect as specified herein. Make submittals of Shop Drawings, Samples, Substinrtion Requests and other items in accordauce Gore Creek Residences Tunnel & Residentlal Vail, Colorado 03 January 2005 I t I I I t I I I I I I I T I I I I I ) J. D, E. F. G. J. Submittals 01300 - 2 1.03 I I I I I I I I I I I I I T t t I I t with the provisions of this Section, using a submittal tsansmittal approved by the Ovrner and Architecl K. Charmel of Submission: All Submittals from Subcontractors shall be processed tlrough the Contractor. Only the Contraclor shall submit the Submittals to the Architect. No Submittals shall be processed for review to the fuchitect or Architect's Consultants if received direcdy from a SubconEactor, M anufacturer or supplier. L. Contractor shall be responsible for the associated costs of the Architect'slEngineer's review of subrnittals that must be resubmitted a second time due to noncompliance with the original submittal and resubmittal. CONTRACTOR'S REVIEW A. Rwiew subminals prior to transmittal; determine and verift field measurements, field construction criteria, Manufaoturer's catalog numbers, and similar data and conformance of submittal, with , requirements of Contract Documents and coordination with all other Work l. Contactor's Responsibility for Coordination: Where the dimension, size, shape, location, capacity or other characteristics of an iterr to be provided is dependent on some characteristic of another item, and where the Contractor has selection or fabrication ofthe actual product to be used, the Contractor shall be responsible for coordinadon of related items, and shall insure that a proper exchange of information takes place prior to, or during, preparation ofeach subminal, which shall reflect such coordination. The notation "verify'' on the Drawings indicates the necessity for ConEactor coordination if the particular instances used. 2. Submittals that have not been reviewed by the Contractor for complete and proper inclusion of all items stated in the technical provisions, per the requirements of the Contract Docurnents for coordination with alt applicable portions of the Worlq shall not be processed or reviewed by the Architect or Corsultant, and will be returned to the Contractor. 3. Coordinate each submittal with requirements of the Worh the Consfuction Schedules and the Contract DocumenB. B. Contractor shall not be relieved of the responsibility for deviations from requiremenB of the Contract Documents by the Architect's review or action of Shop Drawings, product data, samples, or similar submittals, unless the Contractor has specifically l) Informed the Architect in writing of such deviation at fte time of submittal, 2) Indicated on the submittal the deviation, or 3) Architect has given written approval o the specific deviation. All substitution requests must be submitted as per the requirements of this Section. The Contractor shall not be relieved of the responsibility for errors or omissions in the Shop Drawings, product data and samples, or similar submittals by the Architect's review. l. Contactor Review: In reviewing submittrals of subcontracton and suppliers, the Contractor shall rnark all sets, indicating their corrections and comments, in green C. Apply Conuactor's review stamp to each sheet ofShop Drawings, product data, and sample labels, siped by the Contractor, certiffing approval, review, and verification of products, field dimersions, construction criteria and coordination of information that submittals comply with the Contract Documents. D. Do not fabricate produsts, or begin Work that requires submital, until retum of submittal after Architect or Consultant review. The Architect shall consider submittals that have not been processed tlrough the Architect invalid; such subminals shall be returned without action. Gore Creek Residences Tunnel & Residential Vail, Colorado 03 January 2005 Submittals 01300 - 3 E, F. B. c. I t I I l I I t I I I t t t I I I I I D, Submittals, without the Contractor's review comments and signature indicating conformance to the above requirements, shall be considered invalid and returned without action by the Architect. The Conractor is responsible for all delap caused by improper submittal procedures. 1.04 ARCHITECT'S REVIEW Corrections or conrmen6 made on Shop Drawings during review shall not relieve the Co ractor from compliance with the requirements of Drawings and Specifications. The Architect's review is only for review of general conformance with the Design Concept of the Project and general compliance with information given in the Contact Documents. The decision of the Architect shall be final. No action will be taken on "rough-in" Shop Drawings for plumbing and electical connectioos when the items of equipment are not included in the same submittal. ReviewTime: 1. On a normal basis, each submittal to the ArchiEct will be retumed to the Contractor within 10 working dap of the date it is received by the Architect and deerned properly submitted. 2. If for any reason the above schedule cannot be met, the Contractor shall be so informed and the Schedule of Submittals revised to allow for immediate processing of priority items. The Architect and the professional Consultants will employ their best efforts to review each subminal within thc shortest practical time. The Contactor shall be in cotrstant communication with the Architect in order to prioritize the review of submittals per the Contactor's needs in the event the Architect or the professional Consultants ar€ backlogged due to ar inordinate volume of submittals for review. For changes shown by the Architect during the Architect's review, relative to a change in scope (time or cost), the Conhactor shall promptly notiff the Ovner and proceed per the provisions of THE CONSTRUCTION CONTRACI including the General Conditions, and in no case proceed with the changes without Owner's written approval. 1.05 RETI.]RN OF SUBMITTALS After review, each submittal will be renrmed to 0re Contsactor accompanied by the submittal transmittal form. Comments will be rnarked in red and each item, or sheet, will be stamped and marked to indicate one of the following: l. No Exceotions Taken: No discrepancies found with conformancc to the Desip Concept and the Contact Documents. 2, Exceotions As Noted: Minor discrepaacies have been found with conformance to the Desip Concept and the Contract Documents. 3. Reviewed For Information Orlv: No Architect comment required. Pertains mostly .to review by Architect's Corsultants. 4. Retained For Record: Submiual retained for Architect and/or Consultant record file only. Pertains mostly to calculations and engineered systems Work. 5. Revise and Resubmit: Subminal does not meet the requirernents of the Desigl Concept or ttre Concact Doflrments. The Contractor shall promptly correct and resubmit. 1.06 TRANSMITTALLETTER A. Submittals Gore Creek Residences Tunnel & Residential Vail, Colorado 03 January 2005 E. Submittal Transminal 01300 - 4 I I t I I I I I I I I t I I I I l. The Submittal Transminal is used to document the review progress by the Architect and professional Consulants, and to document its return back to the Contractor. Each submittal must have a separate tr-ansmittal sheet. The t'ansmittal becomes the "cover sheet" for the submittal; each successive block is completed during the review as it flows from the Contractor to the Architect, the Architect to the Consultant(s) and back (where applicable), and back to the Contractor. a. Use the Submittal Transmiftal provided under Secfion 00500 - Agreement Forms. b. Each submittal shall bear the following information: l) Name of originating organization. 2) Submittal identification (name and number). 3) Date prepared. 4) Date Submitted. c. In addition, items resubmitted shall have the following information listed in the letter or ransmittal, l) Dates of previous submission. 2\ Revisions, other than those specifically requested, shall be specifically noted. I.O7 CROI.JPING OF SUBMITTALS A. Unless otherwise specified, make submittal in groups containing all associated items to assure that information is available for checking each item when it is received. B. Coordinate submittals into logical groupings and sequence to facilitate interrelation of the several items. ]. Finishes vlhich involve Architect's selection of color, textures or patterns. 2. Associated items lhat require correlation for efficient function or installation. C. Partial submittals may be rejected as not complying with the provisions of the Contract. l. The Contractor will be held liable for delays so occasioned. D. Multiple submittals will not be allowed under a single transmittal. I.O8 SUBMITTALPROCEDIJRX A. Quantity and Types of Submittals: Item Submitted to Architect Retumed to Contractor Shop Drawings 4 copies I original and I copy Product Data (Literature) 4 copies 2 copies Samples 2 (U.O.N per Section) I B. Submittal Numbering System: l. Each submiual shall be assigned a unique number by the Contractor using the following system: SubmittalNumber X)OOO(-YY-I,2,3... Where: XXXXX Specification Section Number YY Submittal Number t I Submittals I Gore Creek Residences Tunnel & Residential Vail, Colorado 03 January 2005 01300 - 5 1.09 I Initial Submittal 2 First Resubmittal 3 Second Resubmitlal ... Etc. 01,02,03... SequentialNuurber Examples: If the first subminal on a Project is for Aluminum Entrances and Storefronts with 50 sheee, the submittal number will be 08410-01-133,...50 (each sheet will have a separate sequential number). If sheet #s I G20 require resubmittal, only those sheets shall be resubmitted wittr subminal numbers 08410.02-10...20. If a second rezubmittal were required for those same sheets, tbey would be numbered 08410-03-10...20, and so on for subsequent resubmittals. If zubsequent submittals occur within the scope of the same Specification Section, the next initial subminal would be numbered 08410-01-51 and tbe whole process starts over. This system allows for the tracking of individual drawings of all submittals independent of other drawings originally submitted with it. Samples are to be handled the same way. Product data and literature should be given a single sequential number for each group of information, but cutsheets should be numbered individually. RESUBMITTAL REQUIREMENTS Make any corrections or changes in the submittals required by the Architect and/or professional Corsultants and resubmit when the Architect's stamp rcquires Resubmittal, or as required by the timely completion of the Work. l. Contactor shall provide Owner with one record copy of resubmitted, reviewed and retumed zubmittals. Shop Drawings and Product Data: l. Revise initial drawings or data, and resubmit as specified for the initial submittal. 2. Identifu any changes which have been made other than those requasted by the Architect and/or the professional Consultants by "clouding", or other suitable rneans acceptable to the Architect Only changes that have been "clouded" and changes requested by the Architect and/or the professional Consrltants will be reviewed on a resubmittal. The Architect and/or the professional Consultants will not assume Fesponsibility for the review ofany unrequested change tlnt is not'tlouded" on a resubmittal. Samples: Submit new sanples as required for initial submittal and subsequent resubmittals. The Contractor is responsible for all delays caused by the resubmittal process. QUALITY ASSI.JRANCE The Contactor may require its subcontractors to provide additional drawings, sctting diagrams, and similar information to help coordinate the Work, but such data shall remail between the Contractor and its subcontractors and will not be reviewed by the Architect, The Contractor is responsible for confirming and correlating all guarantees, dimensions, selecting fabricating process and lschniques of construction, fumishing specified finishes, and performing the Wod< in a safe manner. l. In addition to Shop Drawi.ngs, product data and samples, the procedures stated in this Section sball also apply to submittal of other items required in the various Tecbnical Gore Creek Residences Tunnel & Residential VaiI, Colorado 03 January 2005 t I I t I t I I I I I I I I I I I I I B. c. D. l.l0 B. Submittals 01300 - 6 B, F, l.l I I I T I I I I t I I I t I I I I I I I Sections, including certifications, warranties, guarantees, test data and reports, operating and maintenance manuals and parts lists, SCHEDI]LE OF VAL1JES Within 30 days from the Notice to Proceed by the Owner, and prior to the first Application for Payment, submit typed Schedule ofValues. Format Follow the Table of Contents of this Project Specifications Manual. Identifo each line item with number and title of the major Specification Sections. For unit cost allowances, give quantities measured from the Conract Documents multiplied by the rmit cost equal to the total for the item. Provide a subschedule for each separate stage ofWork including General Conditions. Submit revised Schedule of Values reflecting changes since previous submittal with each Application for Payment. Identi$ all changes since previous submittal. Revise Schedule of Values to list executed Change Orders. Keep Change Order amounts on a separate line item with a separate and complete schedule of values for each Directive within each Change Order. I t)SUBMITTAL SCHEDTJLE Within a reasonable time, but not exceeding 90 days, and after execution of the Owner/Conractor Agreement, or earlier a.s required by the sarus of Work, submit a Submittal Delivery Schedule. No material or equipment shall be incorporated into the Work until acceptanc€ of the source or Manufacturer is received fiom the Owner and Architect. The Contractor shall allow adequate time for the proper submission procedures, disbibution, review, reproduction, and rctum to the Contractor when developing the Submittal Schedule. Consideration should also be made by the Contractor so as not to overburden the Architect and Consultants with unreasonable amounts of submittals to be processed in short time frames. The Owner and Architect shall not be held liable for delays caused by such overburdening by the Contractor. l. The schedule shall include but not necessarily be limited to the following: Shop Drawings. Products. Samples, Mockups. Color selections. Preinstallation conferences. Tests and certifications, Items of Work required at Substantial Completion. Closeout items. | ) Warranties and Guarantees. 2) Record documents and as-builts. 3) O &MManuals. 4) Owner instuctions. 2. List items required for submittal. In the event the Technical Provisions include items not covered in the list, the requLements of the Technical Provisions shall govern. Submittal data may be required on any item, wen though submittal requirements are not given in the Specifications. 3. Identification of Submittal; Submittals, including resubmittals, shall be numbered in accordance with the "Submittal Procedure" as described in this Section. Gore Creek Residences Tunnel & Residential Vail, Colorado 03 January 2005 c. D. E. a. b. c, d. e. f. c' h. i. Submittals 01300 - 7 I IAfter review by the Architect, revise and resubmit as required within l0 days. Prepare Subminal Schedule to comply with the Constuction Progress Schedule for submittals related to Work progress. Coordinate submittals of related items. bubmit revised Subminal Scheduies reflecting changes since previous submittal with each Monthly Report. Identify all changes since previous submittal. SHOP DRAWINGS A. Prepare and present Shop Drawings in a clear and ftorough manner. Do not reproduce Contract Documents for use as Shop Drawings unless specifically and individually approved by the Owner and Architecr l. Identifi details by reference to sheet and detail, schedule, or room number as shown on the Contract Drawings. B. Submit in form and quantity in accordance with the "Submittal Procedure" as descnlbed in this Section. After the Architect's review, reproduce and distribute to subcontractors and suppliers as required. I.I4 PRODUCTDATA A. Preparation: l. Clearly mark each copy to identi$ pertinent products or models. 2. Show performance characteristics and capacities. 3. Show dimensions and clearances required. 4. Show wiring or piping diagrams and contols. B. Manuhchler's standard schematic drawings and diagrams: l Modifr drawings and diagrams to delete information that is not applicable to the Work 2. Supplement standard information to provide infomration specifically applicable to the Work. I.I5 SAMPLES A. Submit samples identical to the precise product proposed to be provided. B. Subnit full range of Manufactur€rs' standard colors, texuues and pauems, exc€pt when morc restrictive requirements are specified for the Owner's review and Architect's selection. C. Submit samples to illusrate firnctional characteristics of the product, with integral parts and attachment devices. Coordinate submittal of different categories for interfacing Work. D, Include identification on each sasrple, giving full information. E. In addition to samples submined for approval, mainain field samples of finishes at jobsite, at location acceptable to Owner and Architect. I,16 MANIJFACTI.JRERSCERTIFICATES A. Submit in accordance u'ith requirements ofeach Specification Section. Gore Creek Residences Tunnel & Residentlal VaiI, Colorado 03 January 2005 B. c. D. t t I 2 I t I I T I ! I I I t. t3 I I I Submittals 01300 - 8 I I I I I x I I I I I 1.1? MEPFPCOORDINANONDRAWINGS A. Contractor and a representative of each MEPFP trade involved shall meet with the Owner and Architect and determine mutually with the other where composite Coordination Drawings shall be prepared and originated. B. Under the direction of he Contractor, the applicable mdes shall coordinate and prepare the Coordination Drawings. The Contractor shall distribute copies of the Coordination Drawings to each involved rade after review and approval by the Architect. C. Prepare Coordination Drawings on the same size sheeB as the Contract Drawings and submit as required for Shop Drawings. D. Include necessary plan views and sections drawn to scale. Include dimensions where necessary and as directed by the Architect. E. Draw plans at a minimrun scale of l/4" = l'-0". F. Ensure each trade checks proposed locations of their Work with ttre requirements of all related Work to verify non-interference and compliance with ceiling heights, obstructions imposed by recessed lighting fixtures, shaft spaces and other limitations. Indicate all access door locations. Check each conflict and direct which trade has prioriry and the sequence in which Work is to be installed. Installed Work that blocla, or otherwise inhibits the proper Work of any other trade, shall be removed and relocated by the Contractor at no increase to the Contract Sum. C. Veri& all trades have reviewed composite Coordination Drawings prior to commencement of Work in question. H. The Owner and Architect may request additional Coordination Drawings as construction proceeds i{, in the Architect's opinion, additional drawings are required for the proper coordination of the Work. I.I8 OPERATION AND MAINTENANCE MANUALS A. Submit all O & M Manuals in accordance with the requirernents specified in Section 01730 - Operation and Maintenance Data. l. Maintenance Data: Include mainterunce procedures, recommended maineenance rnaterials, and suggested schedule after installation ofmaterials. I.I9 WARRANTIES,GUARAN'TEESANDBONDS A. Provide as required by Technical Sections of the Specifications. Submit in accordance with the requirements specified in Section 01700 - Contract Closeouf l. Receipt and approval by the Architect shall be considered part ofthe requiremenls for the Architect to certif Substantial Completion. PART 2 PRODUCTS Not Used Gore Creek Residences Tunnel & Residential Vail, Colorado 03 January 2005 ! I r I t I t I Submittals 01300 - 9 PART3 E)(ECUTION Not Used END OFSECTION Gore Creek Rcgldences Tunnel & Rcsidenfial Vail, Colorado 03 Januart 2005 Submlttals 01300 - l0 D. E. F. B. c. I t I I I l I T l I t T T I t I I I I sEcTroN 0n10 CONSTRUCTION SCIIEDULES AND REPORTS PART I GENERAL I,OI SECTION INCLUDES A. DetailedConstructionSchedule. B. Special Schedules. C. Completion Schedule. Reports. Submittals. Distnbution. t.02 DE-TAILED CON STRUCTION S CHEDUIJ Subject to THE CONSTRUCTION CONTRACT, the Contractor shall prepare and submit a Critical Path Method of project plaruring (CPM), or other approved planning method, for review and approval by the Owner and Architect. The CPM shall be utilized by the Prime Contractor to control and monitor the progress ofconsEuction Work, subminals, procurement and delivery. Detailed Construction Schedule: Provide time-phased, resource-loaded, critical path nenrork diagram to show the following: l In critical path method (CPM) format (using precedence tecbniques), show lhe stafi, completion, and interfaces between all related activities and the sequence in which the Contractor plans to accomplish the Work Critical path network logic shall reflect equipmant and manpower restraints. Detail shall be such that no activity duration shall exceed 15 days untess otherwise required. Include subcontractor Work 2. ln addition to const ction activities, show submittal and approval of critical samples of materials and Shop Drawings as required issuance of all necessary permits, procurement of rnaterial and equipment and their installation and testing in the proper sequence necessary for startup of the Work, and any decision and/or direction required of the Owner or Architect critical to ttre progress of the Work. 3. Incorporate into the schedule an allowance for related activities and other activities as directed by the Ovmer, and required to interface with activities performed by the Owner and/or other Contractors. 4. Schedule all Work to meet Contractual milestones, 5. Duration of activities shall be in workdays. A workweek is assumed to be Monday 0rough Friday, unless otherwise scheduled by the Contractor. Schedule Updating and Maintenance. L Rwisions: a As part of the Monthly Progress Report, the Contractor shall provide the status of all activities scheduled to have started as of the date of tlre Report. If any activity is behind schedule, the Contractor shall: l) Identi& the float remaining for non-critical activities. 2) If an activity is critical, lhe Contractor shall identifr the recovery plan Gore Creek Residences Tunnel & Residential Vail, Colorado 03 January 2005 Construction Schedules and Reports 01310 - r I t I I I t I I t n I t t I I j I t I B. C, D. 1.03 required to bring the activity back on schedule, and the date by u,tich the Work will be back on schedule. 3) Ifa recovery plan cannot be identified to the satisfaction ofthe Owner, the Contractor shall revise the schedule reflecting the currelt p€rcent complete of each activity and reschedule the balance of the Work to reflect the timely completion of the Project 4) Failure to corrply with the above may result in the Owner delaying the processing of the Contractor's Application for Payrrent until compliance by the Contactor. b. Revisions to the apprwed Detailed Consfruction Schedule the Contactor considers oecessary shdl, except in case of emergency that rislc 0re safety of the Work or workers, be subject to approval before the revision can be effected. Upon approval, effect the revision and include such revisions in the next update of the Detailed Construction Schedule. Propocals for zuch revisions shall clearly outline the tcchnical requirements, as well as the estimated impact on schedule and cost of the Work required to meet the milestone dates. SPECIAL SCHEDIJLES Submit Special Schedules comprising of a 3 week look-ahead schedule, in bar chart format, showing detailed Work prograrnmed for the next 3 weeks; a rlumpower allocation schedule, suppliers' hbrication schedulas and the like, in a form as directed by the Owner, to define critical areas of Work These schedules will rclate directly to the overall Project Construction Schedule and shall be updatcd by the Contractor on a weekly basis. The Contractor will hold weekly meetings with representatives of all subconuactors and vendors that havc items of Work that affect the 3 week look-ahead schedule. The Oumer and Architect may afrend these meetings. Thc Contactor shall generate meeting minutes listing all action items. Provide subschedules as required o define critical portions ofprime schedules. 1.04 COMPLETION SCHEDIJLE No later than 30 days prior to Substantial Completion, the Contractor shall provide a list of incomplete and deficient items, scheduling their completion with the following information: l. Room number per Architect's Drawings. 2. Date of completion ofeach item. 3. For exterior items, providc elevations and reference grid location. 4. MEPFP systems. 1.05 REPORTS Monthly Progress Report: l. Preparc and submit monthly with the Contractor's Application for Pa)ment. 1.06 SUBMITTALS At time of original submission and at each update submit: 1. Schedules: Two large size copies. 2. Schedule Data Reports: T\ro sets, plus one set of diskettes, if data is microcomputer Gore Creek Residences Tunnel & Residential Vail, Colorado 03 January 2005 Construction Schedules and Reports 01310 - 2 I T t I I generated. 3. Montbly Progress Reports: Two copies. I,O7 DISTRIBUTION A. Distribute copies of the reviewed schedules to: l. Oumer or Owner's Representative. 2. Architect. 3. Jobsite file. 4. Subcontractors. 5. Other concemed parties. B. lnsrruct recipients to report promptly to the Contractor, in writing, any problerns anticipated by the projections shown in the schedules. I PARr2 PRoDUcrs Not Used PART3 EXECUTION Not UsedI I I T T I I I I EI..[D OF'SECTION I Construction Schedules and Reports 01310 - 3 t Gore Creek Residences Tunnel & Residential Vail, Colorado 03 January 2005 I I sEcTroN 01400 QUALTTYCONTROL PART1 GENERAL I.OI SECTIONSINCLI,JDES A. Quality Control Program. B, Quality Assurance. C. Manufacturer's Instructions. D. Manufacnner's Certificates. E. Manufacturer's Field Services. F. Mockups. G. Reference Standards, Codes and Specifications. H, Testing - General. I. Contractor's Quality Control System. J. Midmum Cons8uction Tolerances: Standards. K. General Work Requirements. t.02 QUALITYCONTROLPROGRAM A. The Contractor is responsible to maintain a Contractor's Quality Conrol Program for all items of Work, including the Work of subcontactors to ensure the Work conforms to the requirements of the Contract Documents. B. The Owner and Architect will periodically review the Work in progress for compliance with the Contract Documents and u"ill present re,ports of such reviews to the Contractor who shall then take the corrective action required. However, neither the performance nor lack of performance of such review by either the Owner or the Architect shall reliwe the Contractor of its responsibility for quality conrol. C. Ensure appropriate facilities, instruments and dwices required for performance of ConFactor's Quality Conrol is available on-site. D. Protect and maintain material and equipment during slorage and installation, and until final review of the completed Work. 1.03 QUALITY ASSURANCE A, Maintain quality conrol over supervision, subcontractors, suppliers, manufacturers, products, services, worlorianship and site conditions to produce Work in accordance u,ith the Contract Documents. B. Worknanship: Provide suitably qualified personnel to produce Work of specified quality. Gore Creek Residences Tunnel & Residential Vail, Colorado 03 January 2005 I I I I I I I I I T I T t I I I Quality Control 01400 - I I I 1.04 C. Quality of Constuction: Notwithstanding anything to the contrary set forth herein or in any of the plans, Specifications or other Contract Documents, the Work is not to be considered "standard commercial construction", but shall be considered construction. All Work shall be completed in accordance with the higbcst sandard ofworkmanship by all trades. MANTJFACTTJRER'S INSTRUCTIONS When required in individual Specification Sections, submit Manufacnuer's printed insuuctions in tbe quantity required for product data, for delivery, bandting, storage, assernbly, installation, starnrp, adjusting, balancing and finishing as appropriate. The Contractor shall comply with Manufacturer's instnrctions in full detail including each step in sequence. Should instruction conflict with fie Contract Documents, request clarification from Architect before proceeding. 1.05 MANTJFACTURER'S CERTIFICATES When required or specified in individual Spccification Sections, Contractor shall require Supplier or Manufacturer to provide qualified personnel to observe field conditions, conditions of surfaccs and installation, quality of workmanship, testing and o make appropriatc recommendations. B. Manufacturer's rcpresentative shall submit a v/ritten r€port to the Architect and responsible Engineer listing observations and recommendations. MANUFACTURER'S FIELD SERVICES When required in individual Specification Sections, have Manufacnrrcr or zupplier provide qualified representative to obs€rve field conditions, conditions of surfaces and installation, quality workmanship, start-up of equipment, test, adjust and balance of equipment as applicable, and to make written report ofobservations and recomrnendations to the Architcct. 1.07 MOCKTJPS Erect field samples and rnockups at jobsite: L Wall: Construct a 20 feet by 20 feet wall, including a comer condition. 2. Othen: As rrquired per the Specification Sections. B. Construct mockup using producs, materials and methods identical to thosc to be utilized in the Project Work. C. Provide adequate supports, foundations and bracing as required to properly stabilize mockup. D. Corstruct mockup in accordance with approved submitgls. Deviations from, or additions to details indicated on approvcd submittals, are subject to the Architect's approval. E. Stucnrral components and conditions of attachment of the mockup shall accurately reflect achal Project work conditions for profile and sructural integrity. F. Mockups shall be made available for review by the Owner and Architect at least 2 weeks before approval is needed by the Contractor to maintain schedule. REFERENCE STANDARDS, CODES AND SPECIFICATIONS Gore Creek Residences Tunnel & Residential Vail, Colorado 03 January 2005 I I T il t I t I I I I I I I I B. 1.06 1.08 Quality Control 01400 - 2 A. B. c. I T I I I t I 1.09 I I I ! I I I I I t I Building Codes: The Work shall be performed in compliance with all applicable Codes. These include, but are not limited to the following: 3. International Building Code (IBC), 2003 Edition. 2. Intemational Mechanical Code (IMC),2003 Edition- 3. Intemational Plumbing Code (IPC), 2003 Edition. 4. National Electric Code (NEC), 2002 Edition. 5. Intemational Fire Code (IFC), 2003 Edition as referenced by IBC. 6. ADA: Federal Register/Vol. 56, No. 144lPart III, Department of Justice, Office of the Attorney General, 28 CFR Part 36 - Nondiscrimination on the Basis of Disability by Public Accommodations and in Commercial Facilities; Finat Rule/July 26, l99l (Revised July l, 1994). 7. ICC/ANSI Al l7.l-1998: Accessible and Usable Buildings and Facilities. 8. ASMEAlT.t-1993: Safety Code for Elevators and Escalators. 9. htemational Energy Conservation Code (IECC), 2003 Edition. 10. lnternational Fuel and Gas Piping Code (IFGPC), 2003 Edition. All permits issued for Work. All applicable Sate and Federal requirements and Codes. D. Standards and Specifications: Sandards published by various organizations and government agencies are referred to by title in various Sections of these Specifrcations. Such standards and published Specifications are hereby included in their entirety, together with applicable addenda and interpretations, and shall have the same force as ifprinted herein. TESTING-GENERAL A. The term "testing" as used herein is defined as testing and/or inspection. B. The Contractor shall provide such equipmeut and facilities as the Independent Testing Agency may require for conducting field tests and for collecting and forwarding samples. The Contractor shall not use any materials or equipment represented by samples until tests, ifrequired, have been made and the materials or equipment found to be acceptable. Any product that becomes unft for use after acceptance shall not be incorporated into the Wod<. C, All materials or equipment proposed may be tested at any time during their prepar.rtion or use. The Contractor shall furnish the required samples without charge and shall coordinate testing with the Architect, responsible Engineer and Independent Testing Agency to allow sufficient time for lssling before placing orders or starting work. Products may be tested either prior to shipment or after being received at the jobsite. D. Tests shall be made by an accredited lndependent Testing Agency with minimum 5 years experience in the specific type oftesting to be performed. Except as otherwise provided, sampling and testing of all materials, and the Agency methods and testing equipment, shall be in accordance with the latest satdards and tentative methods of the American Society for Testing Materials (ASTM). E. There additional or specific information conceming testing methods, sample sizes, etc., is required, such information is included under respective Sections ofthe Specifications. F. The Contractor shall conform to the testing requirements of the Town of Vail, or as required by 0re authority having jurisdiction. G. Conractor Testing Requirements Gore Creek Residences Tunnel & Resldential Vail, Colorado 03 January 2005 Quality Control 01400 - 3 I . General: The following testing shall be performed by and at the expense of the Conractor installing the material being tested: a. Material or Method Substitution: Any tests of basic material, fabrication equipment or a Substitute for specified iterns or methods on which a test may be required in order to prove its compiiance with the Specifications.b. Product Performance Verification: The supplier of products specified based on performance criteria shall, at the request of the Architect or responsible Engineer, inspect the installed product and certift conforrnance of the product to specified criteria under the installed conditions. c. See respective Specification Sections for specific testing requirements. 2. Conective measures resulting from any test that fails shall be paid for by the installing Contractor and shall be subject to the following conditions: a, Quantity and nature of additional tasting, if required, shall be determined by the responsible Engineer. b. All additional tests shall be taken in the presence ofthe responsible Engineer or its repres entative. c. Proof of noncompliance will make the installing Contractor liable for any corrective action which the responsible consultant feels is prudent, including complete removal and replacement of defective material. 3. Nothing contained herein is intended to imply that the installing Contractor does not have the right to have tesB performed on any rnaterial at any time for thEir own information and job confol, so long as the Owner does not assume responsibility for costs or for giving them consideration when appraising quality ofmaterials. Independent Testing Agency A. General: Refer to Section 01410- Testing Laboratory Services, Test Reports l. Reports ofall tests shall be diseibuted by the Indep"n6"t11s5ting AgeDcy as follows: copy - General Contractor's Project Manager. copy - Gen€ral Contractor's Field Superintendenl copy - Applicable Supplier or Subcontractor. copy - Owner. copy - Architect. copy - Responsible Engineer. Other copies - As Directed. I.IO CONTRACTOR'S QUALITY CONTROLSYSTEM A. General: The General Contractor shall establish a quality control system and shall perform sufficient inspection and tests of all items of Work, including that of their subcontracto$, to ensurre conformance to tbe Contract Documents for materials, worlcnanship, constuction, finish, functional performance and identification. Contractor's quality contsol system is the means by which they asswe therrselves that the construction complies with the requiremenB of the Contract Documents. Controls shall be adequate to cover all construction operations. l. Irupect each item of material or equipment immediately prior to installation, Reject damaged and defective items. 2. Provide attachment and connection devices and methods for securing Work. Secure Work uue to line and level, and within specified tolerances or recogaized industry tolerances, whichever is stricter. Allow expansion/contraction and building movement. Provide uniform joint width in exposed Work. Arrange joints in exposed Work to obtain Gore Creek Residences Tunnel & Residential Vail, Colorado 03 January 2005 I t t I I I H. I I I I t I I I i I I t I Quality Control 01400 - 4 l.l I I t t I I I T I I I I I t t l I the best visual effect. Refer questionable visual effect choices to the Architect for final decision. 3. Recheck measurements and dimensions of the Work as an integral step of starting each installation. 4. Install each unit-oFwork during weather conditions and Project status that will ensure the best possible results in coordination vdth dre entire Work. Isolate each unit of Work from incompatible Work as necessary to prevent deterioration. 5. Coordinate enclosure of Work with required inspections and tests so as to minimizs necessity ofuncovering Work for that purpose. B. Records: Contractor shall mainta;n conect r@ords on an appropriate form for all irxpections and tests performed, instructions received from the Architect, responsible Engineer or Testing Agency, and actions taken as a result of those instructions. These records shall include evidence that the required inspections or tests have been perfiormed (including type and number of inspections or tests, nahre of defects, causes for rejection, etc.), proposed or directed remedial action and corrective action taken. Contractor shall document inspections and tes6 as required by each Section of the Specifi cations. MINMUM CONSTRUCTION TOLEMNCES: STANDARDS A. These provisions, standards and tolerances shall apply to all Work under this Contract. Where stricter standards and tolerances are specified elsewhere in these Specifications, or in references specified in these Specifications, ttrey shall take precedence over these standards and tolerances. B. Build and install parts of the Work level, plumb, square and in correct position, unless specifically shown or specified otherwise. l. No part shall be out ofplumb, level, square, or correct position so much as to impafu the proper firnctioning of the part of the Work as judged by the Architect. 2. The following tolerances shall apply to plane surfaces. Consult Architect for applicability of these tolerances before beginning Work. a. No point in plane surface shall be out ofconect position by more than l/8 inch. b, No straighrline tangent to the plane surface shall vary from the plane surface by more than l/8 inch in l0 feet; non-cumulative. C. Make joints tight and neat. If not possible, apply sealant or other joint trearnent as directed by the Architect, as required. D. Under potentially damp conditions, provide galvanic isolation between different metals that are not adjacent on the galvanic scale. E. All fasteners used by all trades on the exterior, and where dampness and conosion can reasonably be anticipated, shall be corrosion resistant. [. Fasteners for carpentry on the exterior, or in potentially damp locations, shall be stainless steel, aluminum or double hot-dip galvanized steel. 2. Fasteners for copper, brass and bronze in all locations, and under all conditions, shall be copper, brass or broruze, Fasteners for stainless steel shall be sainless steel. Fasteners for aluminum shall be stairless steel or aluminum where exposed to view, and stainless steel, aluminum or double hot-dip galvanized steel where not exposed to view. Fasten€rs for ferrow metals shall be galvanized or staiuless steel. Fasteners for other materials on the exterior, in cellars, and crawl spaces, embedded in exterior walls, at the roo{, and other places where darnpness and corrosion can reasonably be anticipated, shall be ofone of the tlpes specified above. Gore Creek Residences Tunnel & Residential Vail, Colorado 03 January 2005 J. 4. 5. 6. I I Quality Control 01400 - 5 I I I I I I il I I I I I T I I I t.t2 7. If corrosion-resistant fasteners are not available, notifu Architect. Architect will direct alternative protections. F. Apply protective finish to parts of the Work before concealing parts. For example, paint door tops and door bottoms prior to hanging doors, and paint corrodible mounting plates before installing parts over them. l. Paint aluminum embedded in masonry with bituminous paint. 2, Use treated wood at all locations exposed to dampness or in contact with concrete or non- compatible materials. 3. Paint other concealed materials and producB with same primer and finish specified for exposed surfaces. If concealed materials are fully covered, primer alone is sufficient unless specifed otherwise. 4. Concealed products that are already corrosion protected need not be protected further unless specifi ed othenvise. G. Manufacturers, subcontracton and workmen shall be experienced and skillful in performing the work assigned to them. H. Verifr critical dimensions in the field before fabricating items that must fit adjoining construction I. Where accessories are required in order to install parts of the Work in usable fomr, provide such accessoriqs, J. All paint used on all products shall conform to ANSI 266.1, "Specifications for Paints and Coatings Accessible to Children to Minimize Dry Film Toxicity''. K. Follow Manufactuers' instructions for assembling, installing and adjusting products. Wlere Manufrcturers' insfuctions conflict with Contsact Docurnents, request interpretations from Architect and follow the interpretation L. Adjust and operate all items of equipment, leaving them fully ready for use. M. All warranties, guarantees and service maintenance agreements shall commence on the date of Substantial Completion ofthe Work, or ofthe item being guaranteed, whichever is later, so that the Owner receives firll use of the item for the guamntee or warranty period. N. All materials and equipment shall comply with the Occupational Safety and Health Act, including all amendments. GENERAL WORK REQUIREMENTS A. Seal cracks, joints and openings to make exterior skin ofbuilding watertight. If methods of doing so are not specified or indicated on the Drawings, noti$ Owner and Architect of altenrative solutions and proceed as directed at no additional cost to dre Owner. B. Provide adequate blocking, backing, bracing, nailers, fasteners and other supports to install products of the Work securely. Installed products shall be able to withsand 2-ll2 times the maximum anticipated load as estimated by the product Manufacturer. Blocking, backing, bracing, nailers, fasteners and other supporB shall be of a tlpe not subject to deterioration or weakening as the result of environmental conditions or aging. l. Anchor all railings and attachments to resist a lateral force of200 lbs applied horizontally ant 50 lbsliner foot at any point without damage or permanent set. Pipe haruner viill NOT be allowed; provide adequate blocking and anchorage as Gore Creek Residences Tunnel & Residentlal Vail, Colorado 03 January 2005 I I Quality Control 01400 - 6 D. E. F. I I I I I I I I T I I T I I I I I t I PART2 required. Provide bases, pads, inserts, blockouts, and other supporting stnrchrres as required for all portions of the Work, even if not specified or indicated on the Drawings, but as nonetheless required for a complete installation, at no additional cost to the Owner. Cracks, chips, stains or spalling of the hardscape finish will not be permitted. If required by the Architect, the Contractor shall replace the unacceptable Work at no additional cost to the Owner. All non-prefinished, exposed area dwelopment metallic objects such as unistrut, grat€s, manhole covers, valves, pipes, hydrants, etc. shall be finish painted with colors as selected by the Architect As part of warranty specified in the General Conditiors, repair cracks and other damage that occur as a result of settlement and skinkage during the first year after Substantial Completion, This requirement does not include cracks and other da$age that are detennined to be from abuse of the Project, or abnormal faults that result from inadequate design. PRODUCTS Not Used EXECUTION Not Used ENDOFSECTION Gore Creek Residences Tunnel & Resldential VaiI, Colorado 03 January 2005 PART3 Quality Control 01400 - ? I I I I t I I I I I I T I t t I I I I SECTION 01410 TESTING LABORATORY SERVICES PART 1 GENERAL I.OI SECTION INCLUDES A. General: The Owner will employ and pay for the services of an Independent Testing Agency to perform irspections, tests and other sewices. Sewices shall be performed in accordance with requirements of governing authorities and with specified standards. l. Contractor shall cooperate with the Testing Agency personnel and shall furnish tools, s,rmples of materials, design mixes, equipment and assistance as requested. Refer to succeeding Specification Sections for specific Contractor duties for each Section 2. Contractor shall provide and maintain, for the sole use of the Testing Agency, adequate facilities for the safe storage and proper curing of concrete test cylinders on the jobsite for the first 24 hours after casting, as required by ASTM C3l, 'Method of Making and Curing Concrete Test Specimens in the Field". 3. Contractor shall notifu the Testing Agency at least 5 working days in advance of any qualilication testing for welding required herein. 4. Contractor shall notify the Testing Agency at least 72 hours prior to expected time for operations requiring testing or inspection services. 5. Contractor shall make arrangements with the Testing Agency and pay for additional samples and tests made for the Confiactor's convenience, or for re-testing of failed samples. 6. For deficiencies requiring corective action, the Contractor shall submit in witing a description of the deficiency and a proposed correction to the Architect and responsible Engineer. After review by the Engineer, the corrective action shall be implemented by the Confactor and inspected by the Testing Agency. It shall be the Contractor's responsibility to ascertain that the deficiency is corrected and inspected prior to the Work being covered. 7 . Retention of a Testing Agency by the Owner shall in no way relieve the Contractor of responsibility for performing all Work in accordance with the Contract requirements. I.O2 RELATEDREQI,IIREMENTS A. Conditions of the Contract: Inspections and testing required by laws, ordinances, rules, regulations, orders or approvals ofpublic authorities. I.O3 LIMITATIONS OF AUfiIORITY OF TIIE INDEPENDENT TESTING AGENCY A. The Independent Testing Agency is not authorized to: l, Release, revoke, alter, relax or enlarge on requirements ofthe Contract Documents, 2. Approve or accept any portion of the Work 3. Perform any duties ofthe Contractor. 1,04 CONTRACTOR'SRESPONSIBILITIES A. Cooperate with the Testing Agency personnel, at all times provide access to the Work, storage areas and to Manufacturer's oDerations. B. Secure and deliver to the Testing Agency adequate quantities (as determined by the Owner, Architect and responsible Engineer) of representative samples of materials proposed to be used Gore Creek Residences Tunnel & Residential Vail, Colorado 03 January 2005 Testing Laboratory Services 01410 - r and which require testing. Cooperate with the Testing Agency personnel in securing samples of materials to be used for testing purposes. Ensure the Testing Agency access to all fabrication plants and concrete plant for inspectioru and testing as required by the Owner, Architect and responsible Engineer. Furnish copies of product test reports to Owner, Architect, Contractor and responsible Engineer, unless otherwise directed by Owner and Architect. Furnish incidental labor and facilities: l. To provide access to Work to be tested. 2. To obtain and handle sarnples at the jobsite or at the source ofthe product !o be tested. 3. To facilitate inspectiors and tests. 4. For storage and curing oftest sarnples. G. Based on the Project schedule and Project inspection dates required, notifr tbe Independent Testing Agency ninimum 72 hours in advance of operations to allow for the Testing Agency assignment ofpersonnel and scheduling of tests. l' If such scheduled tests or inspections could not be performed after such noticg tbrough no fault of the Testing Agency personnel, rcimbune the Owner for the Testing Agency personnel time and travel expenses incurred. Make arrangemene with the Testing Agency and pay for additional samples and tests required for the Contractor's convenience. Make arrangements with the Testing Agency and pay for additional inspections, sampling and testing required, when initial tests indicate Work does not comply with the Contract Documents. 1.05 OBSERVATION Provide access to the Work and source of supply if the Owner, Architect and responsible Engineer wish to observe inspection or testing. 1.06 QUALIFICATIONS OF THE INDEPENDENT TESTING AGENSY Meet "Recommended Requirements for Independent Laboratory Qualification", published by American Council of Independent Laboratories. For each 6pe of inspection and testing service to be perfonned, the Testing Agency shall sub,rrit certification, sigaed by the Testing Agency's registered Professional Engineer, of compliance with ASTM E329, "Standard Specification for Agencies Engaged in the Testing and/or Inspection of Materials used in Construction", latest edition. To qualifr for approval, the laboraory shall be capable of performing all tests and inspections specified in the Contract Documents according to the appropriate ASTM standards. Other tests not referenced in the documents need not be included. Authorized to operate in the State in which the Project is located. Jobsite Technicians: Testing and inspection services shall be performed only by trained and experienced technicians currently qualified for the Work they are to perform. Documentation of such raining and experience shall be submitted to the Owner, Architect and responsible Engineer Gore Creek Residences Tunnel & Residential VaiI, Colorado 03 January 2005 I I I I I T I I I 1 I I I I I I t t I c. D. E, F. H. B, c. D. Testing Laboratory Services 01410 - 2 I I I I I I I I I I I t I I I I I T I upon request. Minimum qualifications of testing and inspection personnel shall be: l. Soils: National Institute for Certification ofEngineering Technicians (NICET) Level II, and 2 years minimum experience under a MCET Level fV, or registered Professional Engineer familiar with soil testing. 2. Concrete: a. Testing of fresh and hardened concrete shall be by American Concrete kntitute certified Level 1 Field Techniciars. b. Concrets reinforcing steel shall be inspected by personnel experienced in reinforced coDcrete construction and acceptable to the Building Official and Sauctural Fngineer. Penonnel who are currently certified by the American Concrete Instihrte as a Concret€ Inspector lrvel II will be accepted. 3. Masonry: Masonry inspection shall be performed by personnel with 3 yean minimum experience in masonry inspection, and shall be acceptable to the Building Official and Stnrctural Engineer. Personnel who are currently Cenified Masonry Irspectors by the Intemational Conference of Building Officials (IBCO) are acc€Ptable. 4. Steel: American Welding Society (AWS) certified (AWS-QC-IA), and American Society of Non-Destructive Testing (ASNI) Technician Certification Program (SNI)-TC-IA, kvel II, in the applicable discipline (ultasonics, magrretic particle, liquid penetrant, radiogaphy and eddy cunent). In addition to AWS and ASNT Certificatiors, the Technician shall be thorougNy familiar with the "Specification for Strucnral Joints Using ASTM A325 or A490 Bolts ', latest edition, by the Research Council on Stuctural Cormections. E. Testing Equipment: 1. Calibrated within the last year by devices of accwacy traceable to either: a. National Bureau of Standards. b. Accepted values ofnatural physical constants. 2. When requested, fumish evidence, satisfactory to the Architect and responsible Engineer, that all equipment to be used has been calibrated in accordance with applicable ASTM standards within the last year and is in proper working order. I.O7 AUTHORITIES AND DUTIES OF THE INDEPENDENT TESTING AGENCY A. General: The Testing Agency inspectors shall faniliarize themselves with all applicable portiors of the Contract Documents pertaining to the area of Work and shall perform their duties in such a rnanner that neither fabrication nor corutnrction is unnecessarily delayed or impeded. In NO instance strall the inspeaor recommend or prescribe a method ofrepair for a defect. B. Cooperate with the Owner, Architect, responsible Engineer and Contractor; and to provide qualified persorurel after due notice. C. Perform specified inspections, sampling and testing of materials and methods of construction: l. Comply with specified standards. 2. Ascertain compliance of materials wi0r requirements of the Contact Docum€nts. D, Promptly notifu the Architect and Conuactor of observed irregularities or deficiencies of Work or products. E, Submit written repons of all inspections on a weekly basis. Include in each report: l Date issued. 2. Project title and number. 3. Independent Testing Agency name, address and telephone number. Gore Creek Residences Tunnel & Residential Vail, Colorado 03 January 2005 Testing Laboratory Services 01410 - 3 ll. 12. 13. 4. Name and sigrrature of the Testing Agency inspector. 5. Date and time of sampling or inspection. 6. Record of temperature and weather conditions. 7. Date of test. 8. Identification ofproduct and Specification Section. 9. l,ocation of sample or test in the Project. 10. Tlpe of inspection or test. R€sulb of t€sts and compliance with the Contract Documents. Interpretation of test results. Certification by Notary Public: Upon completion of the Project, the Testing Agency shall furnish to the Oqmeq Architect and responsible Engineer, a statement certified by a Notary Public that all required tess and inspections were made in accordance with the requiremenb of the Conract D@um€nts. a. Test reports shall include a description of deficiencies noted, and corrective action undertaken to resolve such deficiencies, b. Deficiencies observed shall immediately be brought to the attention of the ConEactor's field superintendent, and trade foreman- In the event deficiencies are not corrected, or if an interpretation of the Contract Documents is required, the Testing Agency shall immediately notifu the Architect. c. The Testing Agency shall mainain a deficiency list of all items not corrected and shall re-inspect the area after the deficiency has been corrected. The list shall include a description of the deficiency, the date and time the deficiency was observed, who vras notified, the date of re-inspection and description of corective action taken. Distibute thc deficiurcy list at least once per month. d. At the end of the Project, the Testing Agency shall submit a final sigrred report stating whether the Work tested and inspected conforms to the Contract Documents, Perform additional tests as required by the Ovmer, Architect and/or responsible Engineer. Obtraidng Product and Material Certifications: The Testing Agency shall be responsible for obtaining all product and material certifications from Manufacturers and suppliers as specifid in the Specifications. Limitations of Authority: The Testing Agency is not authorized to revoke, alter, rclax, enlarge upon, or release any requirements of the Specifications, or to approve or accept any portion ofrhe Work, or to perform any duties of the General Contractor or its subcontractors. Specific Testing Agency testing and inspection requireruents arc contained i4 but are not limied o, the following Specifi cation Sections: 1. 02300-Earthwork 2. 03300 - Cast-In-Place Concrcte. 3. 05120 - Structuml Steel. 4. 06100-RoughCarpentry. 5. 06130 - Heavy Timber. PRODUCTS Not Used EXECUTION Gore Creek Residences Tunnel & Residential Vail, Colorado 03 January 2005 I I I T I t I I I I I I t t I I I I I F. G. H. PART 2 PART3 Testing Laboratory Services 01410 - 4 I I Notused I ENDoFsEcrroN I I I Testing Laboratory Services 01410 - S Gore Creek Residences I Tunnel & Resldentlal Vail Colorado 03 JanuarY 2005 r I SECTION 01s00 I CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS I PART1 GENERAL I.OI SECTION INCLUDES a A. Contactor's Field offices. I B. Requiremen6 of Regulatory Agencies. r C. General Requirernents. I D. Temporary Electricity and Ligbtinga E. Temporary Heat and Ventilation. I F. Temporary Telephone Service. f G. TemporaryWater. I H. Temporary Toilets. I L Constuction Aids. -J. Enclosures. I:a K. Maintenance ofTraffic.I L. Fire Protection. I M. Barriers. N Cleaning During Constnrction.It O. Project lclurtification and Construction Signs, f P. Sheds. a a, Removal. I R. SiteAccess.I S. Water Control. t T. Dust Control. -t U. Erosion and Sedirnent Conuol. I v. Pollution Control. I w. Noise Control.t X. Security. I Construction tr'acllities and 01500- l Gore Creek Residencest remporarycontrors t"*.tfuT3lljlj$ I 03 January 2fi)5r I I I Y. Protection. Z, Use and Protection of Building and Site, AA. EnvironmentalConditions. BB. Construction Operations at the Project Site. I.O2 CONTRACTOR'S FIELD OFFICES A. The location of designated parking, staging,storage, and administsative of6cc areas shall be coordinated with and approved by thc Owner. B. All Contractor administrative offices shall be located in the Contractor's staging area ouly. No other administative offices will be allowed on site unless specifically approved by the Owner. C. At Contactor's option, portable or mobile buildings may be used. l. Mobile homes, when used, shall be modified for office use. 2, Do not use mobile homes for living quarters. D. Job BuiltTlpe: l. Smcnrally sound, weathertight, with floors raised above ground. 2. Temperature Transmission Resistance : Compatible with occupancy and storage requirements. 3. Size: As required for Confactor's field oIfce personnel, plus one spare work station for incidental use by subcontractor's personnel. a. Include meeting space as required forjob meetings. E. Constnrct temporary Iield ofhces and storage sheds on proper foundations; provide connections for utility services. l Secure portable or mobile buildings when used. 2. Provide steps and landings at entrarce doors. 3. Fill and grade site for temporary struchrrcs to provide surface drainage. F. Maintenance and Cleaning: l. Provide periodic maintenance and cleaning for temporary stuchres, ftmishings, equipment and services. I.O3 REQI]IREMENTSOFREGULATORYAGENCIES A, Comply wift the Intemational Building Code, 2O03 Edition, and all other applicable Codes and Regulations. B. Comply with Federal, State and local Codes and Regulations and with utility company requirements. I,O4 GENERALREQUIREMENTS A. Materials for construction facilities and temporary controls nay be new or used, but shall be adequate in capacity for the required usage; shall not crcate hazardous or unsafe conditio$ and Construction Facilities and Temporary Controls Gore Creek Residences Tunnel & Residential Valt Colorado 03 January 2005 I I I I T I t I I I ! I I I I I 0rs00 - 2 B. c. D. E. F, G. B. c. D, E. F, B, t.06 I I I I I I I I t I I I I I I I I I I shall confonn with requirements ofapplicable codes and regulations. Consult and coordinate with the Owner and Architect to review site conditions and factors which affect construction facilities and procedures including adjacent property which may be affected by execution of the Work. Coordinate construction facilities with other Contractors and the Owner's own forces working at the site. Maintain and operate systems to assure continuous service. Modify and extend services and systans as required by progress of the Work as directed by the Owner. Remove all temporary controls and construction ficilities upon completion of Work as directed by the Owner. Contractor shall coordinate with local power authoriry for final hook up of permanent utilities as well as for temporary utilities. The Owner will fumish NO utilities of any nature to the Contractor during the entke construcfion process, regardless of the location of the Contractor's offices, unless otherwise provided for in the Constmction Conhact. 1.05 TEMPORARY ELECTRICITY AND LIGHTING Au-ange with utility company to provide service required for construction operations. Install main panels, circuits, breaken, and branch wiring with area distribution boxes located to allow power and lighting by means ofconstruction-type power cords and conduits as required. Provide artificial ligbting for constuction operations when natural light is not adequate for work, and for areas accessible to the public. Provide minimum 200-watt lamp for each 400 sf of building area. Prior to final finish material installation, provide ternporary lighting equal to that of the final designed lighting condition, iffrnal lighting is not yet in place or operable. l-ocate distribution boxes so that power for pow€r tools is available, at a rninimum, tbroughout the construction arca by the use of 100-foot maximum length consfuction type power cords. Permanent lighting may be used during construction subject to approval of the Owner. Maintain lighting and make routine repairs. Replace all defective or damaged fixtures and relamp all fixtures prior to fural acceptance by the Owner. Pay all costs for installatioq maintenance, operation, removal, service charges and power used until final acceplance by $€ Owner. TEMPORARY HEAT AND VENTILATION Provide temporary heat and ventilation as required to maintain adequate environmental conditions to facilitate progress of the Work, to meet specified minimum conditions for construction operations, and to protect materials and furishes from damage due to temPerature and hunidity. Provide adequate forced ventilation of enclosd areas for curing of installed materials and to prevent hazardous accumulations ofdust, firmes, vapors, gases ald other contaminalts. Portable heaters shall be standard approved units complete with confols. Construction Facilities and Temporary Controls Gore Creek Resldences Tunnel & Residentlal VaiI, Colorado 03 Januarv 2005 01500 - 3 I I I t I I I T I t I I I I I T I I I t.o7 1.08 D. Do not use open salamanders or other heaters that emit visible smoke, Prevent discharge from unvented heaten from contacting uncured masonry and concrete. E. Do not start finishing operations until building is enclosed and dried. After finishing operations have started, regulate heat or air conditioning so as to prevent rapid temperatwe changes irside building. l. Finish materials having a specifed moisture content shall have air humidity appropriately provided and controlled. F. If pennanent HVAC system is used during construction period, the warranty period shall nevertheless begin at the time of Substantial Completion so that the Oryner rcceives use of the plant for a full period of guarantee. Provide fuel used for tempotry IIVAC use. G. Permanent heating and ventilating apparatus, when available, may be used for temporary heat and ventilation. Pay for temporary connections and disconnections and be responsible for any damage to lhe system and equipment during such temporary use. l. Prior to operation ofpennanent facilities for temporary purposes, veri$ that installation is approved for operation and that new filters are in place. 2. Provide and maintain clean temporary filters during construction period. 3. Contractor shall be responsible for restoration or replacement of all Work affected, but not limited to, dirty equipment and ducnpork and mildew growth. Apparatus shall be restored to "like-new cleanliness" prior to acceptance by Owner, H. Pay all costs for installation, maintenance, operation aud removal, and for enerry and fuel used until final acceptance by the O$,ner. TEMPORARY TELEPHONE SERVICE A. Provide direct line tele.phonc service to Contactor's field offrces for operations. B. Pay all costs for installation, maintenance and removal and senrice charges. TEMPORARYWATER A. Arrange with utility company; provide water for consbuction purposes. B. Contractor shall be responsible for all temporary and pemranent comections. Ternporary connections shall be removed when pexmanent connections are made. L lnstall branch piping with taps located so that wat€r is available throughout the construction area. Kcep all joints and hoses ryatertight; provide watertight bose nozzlcs to pr€veDt leakage. 2. Protect piping and fittings against freezing. C. Potable Waten L An adequate supply ofpotable water shall be provided in all places for all emptoyees. 2. Potable water containers used to dispense drinking water shall be capable ofbeing tightly closed and equipped with tap. Dipping from container or use of a common drinking cup is prohibited. 3. Wlere single service cups (to be used once) are supplied, both a sanitary container for unused cups and a covered receptacle for disposal ofthe used cups shall be mandatory. Construction Facilitles and Temporary Controls Gore Creek Residences Tunnel & Residential Vail, Colorado 03 January 2005 01500 - 4 I I I I I I I t I I t I I t I I I D. Pay all costs for installation, maintenance and removal, and service charges for the water used until final acceptance by the Owner. I.O9 TEMPORARY TOILETS A. Provide sanitary facilities in compliance with laws and regulations for male and female employees. B. Type of ficilities shall meet with the Owner's approval. Chemical portabl€ toilets may be used. C. Clean, service and maintain required facilities and enclosures. 1.IO CONSTRUCTIONAIDS A. Provide in accordance with applicable laws, ordinances, standards aad codes, consfruction aids and equipment required by personnel and to facilitate the execution of the Work; scaffolds, staging, ladders, ramps, runways, platforms, railings, hoists; cran€s, chutes, personnel elevators, temPorary stairs, etc. B. Relocate construction aids as required by progress of the Worlg by storage requiremenE, and to accommodate legitimate requirements of the Owner, Architect and other Contactors. C. Provide and opemte drainage and pumping equipment; maintain excavations and site free of standing water. D. Pay all costs for installation, maintenance and energy used until final acceptance by the Owner. I.II ENCLOSURES A. Provide temporary, insulated, weather tight closures of openings in exterior surfaces to provide acceptable working conditions and protection for materials; to allow for temporary IfVAC and to prevent entry ofunauthorized persons. Provide doors with selFclosing hardware and locks. I.I2 MAINTENANCE OF TRAFFIC A. Ensure all signs, barricades, barrels, channelizing devices, lights, flagmen or other devices that are used for the purpose of regulating, waming and guiding raffic, conform to the applicable standards of the authorities having jurisdiction; as well as to the Owner's requtements' B. Locate, install and arrange all traffic control devices in accordance with the applicable standards of the regulatory agencies having jurisdiction. Be responsible for the proper location, installation, maintenance and arrangement of all traffic control devices necessary for operations. The location of the traffic control devices shown is dependent on field conditions. Ensure no device is located in a manner ttut will block existing traffic conrol devices, obstruct pedestrian traffic or interfere with vehicular movements, unless that is the specific intent of the installation. The installation, location and maintenance of all traffrc control devices are subject to approval of the authorities having jurisdiction. C, Irnnediately remove or cover all construction taffic control devices that are not necessary after construction operations are completed and the roadways are re-opened to normal traffic operations. D. Notifr the Owner and authorities having jurisdiction prior to any lane closures. Be responsible for obtaining all permits necessary to accomplish the ske€t work and lane closures. Before all lane closures, notifr the authorities having jurisdiction. E. Be responsible for making any signage or pavement marking revisions determined to be necessary t ;fiilH["[il;li:.'*' I Gore Creek Residences Tunnel & Residential Yail, Colorado 03 January 2005 01500 - 5 by the regulatory agencies having jurisdiction, or the Owner, in order to remedy any trafrc operational problems which may develop during the duration of the lane modifications. I.13 FIRE PROTECTION A. Provide an adequate number of fire extinguishe$ placed strategically in the area of work during the flrll period of tbis Contract, per the requirements and approval of tbe authorities having jurisdiction. B. Inspect all work areas at completion of each workday to insure that no potential fire hazards exist; eliminate any that do exist. C. Coordinate installation and operation of permanent fire pmtection system with requirements of local authorities having jurisdiction as may be necessary to insure the uninterrupted progress ofthe Work. D. Provide access for fire fighting equipment to the site at all times per the requirements and approval of the authorities having jurisdiction. I,I4 BARRIERS A. Provide as required to prevent public enfy to construction areas and to protect adjacent properties from damage during cons8uction operations. B. Provide conseuction fencing and erosion contol as indicated on the Drawings; supplement and relocate as required so as to accommodate sequencing of the Work. C. Repair damage to adjacent properties as required by the Owner or authorities having jurisdiction. I.I5 CLEA}IINGDURINGCONSTRUCTION A. Execute daily cleaning to keep the Work, the construction site, and adjacent properties free from accumulation of waste materials, rubbish and windblown debris, resulting tom construction operations. 1 lnitiate and maintain a specific progfim to prevent accumulation of debris at the cons8uction site, storage and parking arcas, or along multi-use arcess roads and haul routes. 2. Prohibit overloading of trucks to prevent spillage on multiuse access and haul routes. Do not block multi-use access routes. 3. Conmctor shall support environmental coDservation efforts through recycling whenever possible, or wheu requested by law or local authorities having jurisdiction. B. Provide on-site containers for the oollection of waste materials, debris and rubbish. C. Dispose of waste mat€rials, debris aod rubbish off-site at legal disposal areas periodically or as directed by the Owner. D, Clean interior areas prior to the start of finish Work, maintain areas fiee of dust and other contaminants during finishing operations on an as needed basis, or as directed by the Ormer. E. Remove debris and rubbish from pipe chases, plenums, above ceilings, attics, crawl spaces, and other closed or remote spaces, prior to closing the space. F. Schedule cleaning operations to ensue ftat dust and other contarninants resulting Aom cleaning Construction Facilides and Temporary Controls Gore Creek Residences Tunnel & Residential Vail, Colorado 03 January 2005 I I I I I I I I I I I I I I I I I I I 01500 - 6 A. B. J. l.l6 I I I I I I I I T I I t t I I I I t I operations will not damage wet or newly coated surfaces. PROJECT IDENTIFICATION AND CONSTRUCTION SIGNS c. D. E. F. G. Strucnxe and Framing: Structurally adequate. Sign Surfaces: Exterior grade plywood with medium density overlay, minimum 3/4 inch thich standard large sizes to minimize joints. Rough Hardware: Galvanizec. Primers and Paint: Exterior quality, two coats; sign background of color as selected by Owner. Lettering: Exterior quality paint; contrasti"g colors as selected by Owner. One painted sign erected at location as designated by the Owner, in conformance with local jurisdictional standards. Content: l. Project name, logo, and name of Owner as indicated on the Contract Documents. 2. Names and titles of authorities. 3. Names and tides of Architect and Prirne Consultants 4. Name of Prime Contractor and major Subcontractors. Graphic Design, Colors and Style oflrttering: As designated by the Owner. Provide painted informational signs of same colors and lettering as Project Identification Sigr, of standard products; size of letrcring to provide legibility at a distance of 100 feet. Provide at each field office and storage shed, directional signs to direct traffic into and within site. Relocate as Work progress. Insall Project Identification Sign within 30 days after the date established by the Notice to Proceed. Gore Creek Residences Tunnel & Residential Vail, Colorado 03 January 2005 H. I. L. Erect suppor* and framing on secure foundation, rigidly braced and framed to resist wind loads, M. Install sign surface plumb and level, with butt joints, Anchor securely. N. Paint exposed surfaces ofsign, supports and framing, O. Mainain sips and supports clean; repair deterioration and damage. P. Remove signs, framing, sup'ports, and foundations at completion ofProject and restore the area- a. Additional sigrs must be approved by the Owner and in accordance with confrolling ordinances. r.r7 SHEDS A. Comply with all applicable laws, ordinances, standards, codes, and Manufacturer's requiremenF. B. Storage Sheds for Tools, Materials and Equipment Structurally sound, weathertight with raised floors, with heat and ventilation for products requiring conEolled conditions, with adequate space for orgarrized storage and access, and lighting for insp€ction of stored materials. Construction Facilities and Temporary Controls 01500 - 7 C. Do not use Con@ctor's office for materials storage. D. Secure as required to prevent theft and/or vandalism. I.I8 REMOVAL A. Remove ternporary materials, equipment, services and construction prior to Substantial Completion inspection, or when directed by the Owner and Architect. B. Clean and repair any damage caused by installation or use of construction facilities and tenporary controls. Cleaning and repair shall be acceptable to the Ormer and Architect. C. Remove ternporary rmderground installations and utilities as required to perforrr the Work and as required by the Owner. D, Restore permanent facilities used for lemporary services to specified condition and as acceptable to the Owne!. l. Prior to final inspection, remove temporary lamps and install new lamps; rernove and clean or replace filters. E. All existing conditions off ttre immediale Project site disturted due to the Contractor's activities shall be repaired to equal or better condition as determined and approved by ttre Owner. I.19 SITEACCESS A. Access to the Project site shall be via desiggated routes. Vehicular traffic to the jobsite shall be linited to vehicles required to deliver labor and materials. Vehicles not actively supporting jobsite operations are not permitted to remain on the jobsite. B. Maintain clear and safe access throughout the progress of the Work for vehicular and pedestrian traffrc to all areas designated by the Owner. C. Maintain access to the jobsite and all office trailers free from debris, ruts ard muddy conditions. Provide all required sioage per approval of the Owner. I.2O WATERCONTROL A. Grade site to drain. Surface or subsurfrc€ rrater or odrer fluid shall not be permitted to accumulate in excavations or under stucture. Should such conditions develop or be encountered, water and other fluids shall be conrolled and suitably disposed of by means of temporary pumps, piping, drainage lines and ditches, darns, and other methods as rrquired. Br.carrated water shall not be pumped into the river unless approved by the authorities having jurisdiction. B. Provide, operate and maintain pumping equipment. C. Protect jobsite from puddling or running water. Provide fabric barriers as required to protect jobsite from soil erosion. I.2I DUST CONTROL A. Execute Work by methods to eliminate raising dust from constnrction operations. B. Pr&ide positive means to prevent air-bome dust from dispersing into atlosphere. I I I I I T I t I I I I I I I T t I t Construction Facilities and Temporary Controls Gore Creek Residences Tunnel & Residential Vail, Colorado 03 January 2005 01500 - 8 I ! I I I I I I I I I I I I I T I 1.22 EROSIONANDSEDIMENTCONTROL A. Plan and execute construction by methods to control surface drainage from cuts and fills, from borrow, and waste disposal areas. Prevent erosion and sedimentation. l. The primary purpose of erosion control Work is to prevent pollution of water, prevent detrimental effects to public or private property adjacent to project site, and to protect and prevent detrimental effects to ttre jobsite. 2. Erosion control measures consist of construction and rraintenance of temporary erosion control features, and in some instances, pemanent erosion contol features; all as indicated on the Drawings or as may be directed by the Owner. B. Periodically irspect earthwork to detect evidence of erosion and sedimentation; prompdy provide corTective measrues. 1.23 POLLUTIONCONTROL A. Provide methods, means, and facilities to prevent contamination of soil, water and abnosphere from discharge of noxious, toxic substances, and pollutants produced by the construction operations. 1.24 NOISECONTROL A. The noise generated by construction Work may at times create a problem for the Owner. However, the Owner recop.izes that during certain construction Work (for instance, power driven equipment, jacHrammer operations, prolonged power sawing, etc.) the noise levels will usually be higher than normal. l. These higher levels of noise generation may conllict with specific noise abatemeDt regulations of authorities having jurisdiction. 2. It is required that an agreement be secured from the Contractor and these authorities prior to scheduling any such unusual noise activity and that the Contractor and all subcontractors coopemte accordingly. 3. If any on-going activity becomes objectionable by its longevity, a time schedule shall be prepared for approval by the authorities to enable this type of activity to continue s atisfactorily to all concemed. B. Choice of equipment shall be such so as to keep noise to a minimum; gasoline or diesel powered equipment, including all trucks, shall be provided with proper muftlers for noise abatement. l. Personnel shall refrain from loud boisterous shouting or use ofprofanity. 2. Equipment or personnel not satis$ing above requirernents shall be promptly replaced as directed bv the Owner at no additional cost to the Owner. t.25 SECtruTY A. Contractor is responsible for all jobsite security. 1.26 PROTECTION A. Contractor shall employ methods to protect all Work in place. Responsibility to repair and/or replace Work due to subsequent damage to finished Work shall be that of the Contractor. 1.27 USE AND PROTECTION OF BTJILDING AND SITE| ;ffi;H#rmlt-*' I Gore Creek Residences Tururel & Residential Vail, Colorado 03 January 2005 01s00 - 9 Confine construction operations to minimum reasonable area. With the Owner's approval, restore those portions of the jobsite where no new Work is indicated. Restoration shall include: Replace and regrade loam. Restore original conlours. Ifareas were formally covered with natural vegetation, pnrne remaining plants. If areas were formerly covered with grass, perfonn seeding and/or sodding and maintenance as directed by the Owner. 5. In other cases, proceed as direcled by the O'wner to restore jobsite as nearly as possible to original condition, or better. B. Provide mud and erosion protcction and other protection required by environmental control agencies having jurisdiction. l. Protect tbe Work in progress against erosion. Conform to the requirements of the environmental protection agencies having jurisdiction. 2, If seeding, sodding, planting and mulching are not done before Substantial Completio4 provide protection to prevent erosion and runoff. Submit intended methods to the Owner for approval. Methods of protection include sodding instead of seeding, temporary mulch, and seeding with rapidly growing annual grasses to be replaced with permanent gftlss' C. Contractor shall provide safety barricades at open excavations that present hazardous circumstances. 1.28 EM4RONMENTALCONDITIONS A. Throughout performance of the Worlq the Contractor shall conduct all operations in zuch a way as to minimize impact upon the naoral enviro nent and comply with all laws, regulations and rules applicable to the job site. Contractor shall provide: l. Maintenance and dust abatement ofall access roads. The jobsite shall be included within this Scope of Work and will be done in a manner acceptable to the Oumer. 2. Dust abatement for all other site areas including, but not limited to, excavations, materials and disposal areas. B. Conractor shall plan and conduct ib operation as so as not to: l. Enter upon lands in their natural state unless authorized in writing by the Ovvner. 2. Darnage, close, or obstruct aDy utility irstallatioq highway, road or other property until permits and approvals have becn obtained. 3. Disrupt or otherwise interfere with the operation of any pipeline, telephone, electric transmission line, ditch or structure, "nless otherwis€ specifically authorized under this Contract and coordinarcd with the Owner and appropriate utility company. 4. Contractor shall provide suiable equipment, hcilities and precautions to prevent discharge of contaminants which may pollute the atnosphere, any body of water or land area, or which may hamr fish or wildlife. a. Provide equipment and personnel capable of performing emergency measures required to contain spillages and to remove contaminated soils or liquids. b. Take special measures to prevent any harmful substances Aom entering public wate$, l) Prevent disposal of wastes, effluents, chemicals or other such substances into sanitary or storm sewers. c. Provide systems for conhol ofatrtrospheric pollutants. A. I I I I I I I I I I I I I I t I I I I l. 2. 3. 4. Construction Facilities and Temporary Controls Gore Creek Residences Tunnel & Residential Vail, Colorado 03 January 2005 01500 - l0 r.29 I I I t I I I I I I I I I I I I t t I PART 2 1) Prevent toxic concentations ofchemicals. 2) Prevent hannfirl dispersal ofpollutants into the atnosphere. 5. Unnecessarily damage to, or destruction of, vegetation such as trees, plants, shrubs, and grass on or adjacent to the jobsite Work areas that, as determined by the Owneq do not interfere with the performaDce of the ConFact. This includes damage arising from performance of Work through operation of equipment or stockpiling of materials. 6. Any temporary off-road access development that may require culverts shall be included within this Scope of Work. Temporary alterations of drainage patterns may only be done with the approval of the Owner. Upon completion of the Work, the Contractor will remove any such temporary culverts and restore the area to a condition equal to that when Work was initiated. 7 . Prior to final cleaning and flushing of the mechanical and plunbing systems, the Contractor shall verifr with the goveming authorjties the accepability of chemical agents utilized that the Contractor intends to deposit into existing sanitary or storm sewers. 8. All storm water systems must be thoroughly cleaned prior to operational interface with existing systems. Toxic residues as a result of construction must be contained and disposed of in a manner acceptable to the authorities having jurisdiction CONSTRUCTION OPERATIONS AT THE PROJECT SITE A. All on-site temporary roads as required for execution of the Work and emergency access, as well as the maintenance for the duration of the Contact. shall be considered to be included in the Contract price. B. Contractor shall cause no dirt or debris to be deposited on any Owner or public roadways, and must clean q) seme ifsush dirt or debris occurs due to the consEuction operation C. Contractor shall leave clean all tires of vehicles prior to leaving Pdect Site and enterilg public roadways. D. Offroad t)?e construction vehicles shall not be permitted to execute Work in, or across Owner or public roads. E. Material deliveries sball generally be made during normal working hours. PRODUCTS NotUsed EXECUTION Not Used END OF SECTION PART3 Construction Facilities and Temporary Controls Gore Creek Residences Tunnel & Residentlal Vail, Colorado 03 January 2005 01500 - lt t Ir AccESs ""iB:1S$ffi1^cAREAs T PARTI GENERAL I.OI SECTION INCLIJDES I A. Preparation. l B. Access Roads. r C. Removal and Repair. I l.o2 RELATED sEcrroNst A. Section 01500 - Construction Facilities and Temporary Controls. t B. Individual Sections: Specifications for earthwork and paving bases. I PART2 pRoDucrs ! 2.OI MATERIALS I A. Temporary Construction: As per plans and approved by Owner. B. Earthwork, Paving Base, Topping, and Stripiag Which Will Become Permanent Constnrction: As t specified. I PART3 EXECUTION I 3.OI PREPARATION I A. Clear areas, provide surface and storm drainage of premises and adjacent areas. Prepare areasI designated for constnrction access and staging as indicated on the Drawings, I 3.02 ACCESS ROADS I A. Construct temporary all-weather access roads from public tlroroughfares to serve construction area, of a width and load bearing capacity to provide unimpeded traffic for construction purposes. ! B. Construct te,mporary bridges and cutverts to qpan low areas and allow unimpeded drainagc. I C. Providc unimpeded access for cmergency vehicles as required by the Owncr and autborities having I jurisdiction. Maintain minimum 20 foot widh drivevays with turning space between and around combustible materials. I D. Provide and maintain access to any fire hydrants and conbol valves free of obsructions.I 3.03 REMOVALANDREPAIR I A. Remove temporary materials and construction at Subsantial Completion. I Access Roads and Parking Areas I Gore Creek Resldences Tunnel & Residential VaiI, Colorado 03 January 2005 015s0 - I Remove existing and to-be-abandoned underground Work to a depth of4 feet; fill and grade site as specified. Repair existing 6cilities damagcd b! use, to originrl condition ENDOFSECTION Gorc Creek Residcnces Tunnd & Resldcutial Vail, Colorado 03 Jenuary 2005 Access Roads end Parldng Areas 01550 - 2 I I sEcrloNot6ooI MATERIAL AND EQUIPMENT I PART1 GENERAL - l.0l sEcTIoN INCLUDES t A. Products. I B. Workrnanship. I C, Manufacturer's Instructions. I D. Transportation and Handling.I _ E. StoraBe and Protection. I F. Repairs and Replacements. r G. Safety Requirements. r r.o2 pRoDucrs I A. Products include material, equipnent and slntems. I B. Comply with the Contract Documents and referenced standards as minimun requirements. I C. Components required to be supplied in quantity within a Specification Section shall be the same and shall be interchangeable. I l.o3 woRKMANSHTP I A. Comply with industry standards, except when more restrictive toleraoces or requirements of the Contract Documents indicate more rigid standards or rnore precise workmanship. I B. Perform Work by penons qualified to produce workrnanship ofspecified quality. I C. Secure products in place with positive anchorage devices designed and sized to witbstand stresses, I vibration, racking and other movement. I I.O4 MANUFACTI'RER'S INSTRUCTIONS I A. When Work is specified to comply with Manufachrers' instructions, subrnit copies in accordance , with the requirements of Section 01300 - Submittals; in addition, distribute copies to persons involved and maintain one set in the field office.I B. Perform Work in strict accordance with details of instuctions and specified requirements, Should I a conllict exist between Specifications and insuuctions, consult with the Architect before t proceeding with the Work in question. r- Do not proceed with Work rvithout clear instructions.I I 1.05 TRANS''RTATT.N AND rrANDLrNc I Material and Equipment 0f 600 - 1 Gore Creek Residences Tunnel & Residential Vail, Colorado 03 January 2005 I I I I I I I I I T I I I I I I I I I I 1.06 A. Arrange delivery of products in accordance with the constuction schedules; coordinate deliveries to avoid conflict with the Work and with conditions at the jobsite. B. All orders for materials, subcontracts, and work performed by the Contractor shall be properly inspected by the Conractor to ensure the quality of the Work and expedited by the Confactor to ensure the Work is executed in a timely nuutner. Conbactor, subcontracto$, and material suppliers, of any tier, shall at timcs be subject to quality inspection and expediting by the Owner or a named representative who shall be afforded full and free access to shops, factories, or other places ofbusiness for the purpose of inspection and expediting. C. Tmnsport, deliver, handle and store materials at the jobsite in the Manufacturer's original container with labels intact and legible in such a manner as to prevent damage; including damage which might result from the intrusions of foreign matter or moisture from any source. l. Maintain packaged materials with seals unbroken and labels intact until time of use. 2. Promptly remove damaged material and unsuitable iterns from the jobsite and promptly replace with material meeting the specified requirements at no additional cost to the Owner. D. Provide equipment and personnel to handle producb by methods to prevent soiling or damage. E. Promptly inspect shipments !o assure that products comply with requirements of the Contract Documenb and reviewed sub'mital, quantities are correct and products are properly protected and undamaged. F. The Owner and Architect may reject as non-complying such rnaterial and producn that do not bear identification satisfactory to the Oumer or Architects as to Manufacturer's instuctions, grade, quality and ofter pertinent inforrntion. STORAGE AND PROTECTION A. Siore products in accordance with Manuhcturer's instructions, witlr seals and labels intacr and legible. Store sensitive products and products subject to moisture absorption in weather tight enclosures; maintain within temperature and humidity ranges required by Manufacturer's instructions in areas conditioned with moisturE control. B. For exterior storage of fabricated products, place on sloped supports above ground; prevent soiling or staining. Cover products subject to deterioration with impervious sheet covering; provide ventilation to avoid condensation. C. Store loose granular materials on solid surfaces in a well-drained arca; prevelrt mixing with foreign matter. D. Arrange storage to provide access for inspection and verification. Periodically inspect to assure products are undamaged and are maintained under required and specified conditions. E. After insallation, provide coverings to protect products form damage from trafhc and any consEuction operations; remove covering prior to final cleaning. F. Protect finished surfaces, including jambs and soffits of openings used as passageways, tbfough which equipment and materials are handled. G. Provide protection for finished floor surfaces in traffic areas prior to allowing equipment or materials to be moved over such surhces, Gore Creek Resldences Tunnel & Residential Vail, Colorado 03 January 2005 Material and Equipment 01600 - 2 a, b. I I I I I t I I t I I I t I I I t T I H. Maintain finished surfaces clean, umarred and suitably protected until accepted by the Owner. I. Storage at Jobsite: l. CementitiousMaterials: a. Store packaged materials in dry storage, offthe ground. 2, Masonry Units: a. On platfomrs, off the ground; cover to protect from stains, weather exposure, chipping and edge damages. 3. Metals: a. Dry storaBe, all undercover, vented to prevent build-up of humidity' off the ground to provide air circulation. 4. Lumber: Stack to provide air circulation. Store materials for which maximum moisture content is specified in an area where moisture content can be tnaintained. 5. Finish Carpenty - Paneling and Cabinery: a. Protect during transit and handling. b. Do not deliver finish carpentry items, paneling or cabinets and tbe iike, until wet work, grinding and similar operations are completed. c. If due to unforeseen circumstances, such items must be stored only in other than installation areas, store only in areas tbat are dry and which will not cause damage, soiling or deterioration to these items. 6. Finishing Hardware: a. Dry shelved, locked storage. 7 . All Doors: a. Protect doors during transig storage and handling to prevent dnmage, soiling and deterioration. Package each door at the factory in a separate hea\ry paper type carton. Mark each carton for location to correspond with Shop Drawings. b. Doors shall not be delivered until ready for use. c. Doors shall be stored in a clean, dry placc, on edge, in an upright position, remaining as such until hung and fitted ready for use. d. Protect doors at all times until final acceptance. 8. Glpsum Wallboard Systems: a. Store and protect all metal studs, fuming, insulation boards, batts, accessories and gypsum board to preveDt any type of damage to these materials' Rusted material components, damp or wet insulation or glpsum boards, will not be accepted. 9. Glass: a. Store as recommended by FGMA. 10. AcousticalMaterials: a. Materials shall be delivered to the jobsite in unbroken containers labeled and clearly marked- Materials shall not be removed from containers until ready to install, but shall be stored in dry area with cartons neatly stacked. Before installatiorL acoustical board shall be stored for not less than 24 hours in the work area at the same temperature and relative humidity. I l. Linear ltems: a. Store in dry area with spacers to provide ventilation. Stack linear items to prevent warping, complying with Manufacture/s instructions. 12. Paints - Volatile Materials: a. Storcd materials within building shall be in a location approved by the Owner and shall comply with all fire and safety Codes. b. Volatile liquids shall be kept in approved safety containers. c. Glass jugs shall NOT be permitted. d. Storage area for paint shall be equipped witl not less than 2 fue extinguishers Gore Creek Residences Tunnel & Residential Vail, Colorado 03 January 2005 Material and Equipment 01600 - 3 I (CQ type) sufficient to discharge a distance of25 feet when firlly charged; with current tags, e. No other building materials shall be stored in this area. f. Paint rags shall be removed daily from the building, Clean rags shall be stored in metal closed conmiqs6. 13. All Mechanical, Electrical and Plumbing Equipment: a. All mechanical, elecrical, and plumbing equipment that will be installed in interior spaces must be stored in a manner such that it is entirely protected from the weather. Failure to protect such equipment fiom the elements coDstitutes grounds for r€jection of tlre equipment by the Owner, Architect and/or responsible Engineer. REPAIRS A},ID REPLACEMENTS In the event of damage, promptly make replacements and repairs per the original Contract requirements and at no additional cost to the Owner. Additional time required to secure replacernents and to make repairs will not be considered by the Owner or Architect to justi$ an extension in the Contract time or completion. 1.08 SAFETY REQI,JIREMENTS t.o7 t I I I t I I t t I B. PART 2 PART 3 Inspection and certificate shall be displayed on all hoisting machinery siped by a competent persor\ or by a governrnent or private agency recopized by the Deparhent of Labor. The Contractor shall maintain records and dates of lhe results of such inspections for each hoisting machine and piece of equipment. PRODUCTS Not Used EXECUTION Not Used END OF SECTION Gore Creek Residences Tunnel & Residential Vail, Colorado 03 January 2005 T I I I I I t I Material and Equipment 01600 - 4 I I I t I I t I I I I t I I I I I T I sEcrIoN 01630 PRODUCT OPTIONS AI\D STJBSTITUTIONS PART1 GENERAL I.OI SIJMMARY A. This Section describes product options available to the Bidden and the Contractor, plus procedr:res for securing approval ofproposed Substitutions. B. Related Work: I . Documents affecting Work of this Section include, but are not limited to, General Conditions, Supplementary Conditions, and Sections in Division I of these Specifications. 2. The Bidding Documents provide space for Bidders to propose Substitutions prior to award of tlre Contract. 3. Make submitals in accordance with pertinent provisions of Section0l300- Submittals. 4. Submission for each request in writing on the Substitution Request form provided under Section 00500 - Agreement Forms. I,OZ PRODUCT OPTIONS A. This Contact is based upon the standards of quality for all products and materials established per the Contract Documents. B. The Contractor rnay propose a substi$te product that will completely accomplish the purpose of the Contract Docurnents. Submit each request for substitution in writing on the Substitution Request form provided under Section 00500 - Agreement Forms. C. The Owner and Architect will consider requests Aom the ConEactor for Substitutions only under one or more of the following conditions: t. Substitution is required for compliance with subsequent interpretation of Code requirements or insurance regulations. 2. Products become unavailable due to no fault of the Contactor. 3, Subsequent information discloses inability of specified pmduct to perform properly, or to fit in designated space, or product Manufictwer reflises to certifr or warrant performance ofproduct as required. 4. When, in the Architect's judgement, a substitution would be substantially in the Owner's best interests, because ofcost, time, or other considerations. D. After the Conhact has been executed, the Owner and Architect udll only consider a substitution via a formal request by the Contractor in writing, documenting each substitution request with complete data substantiating compliance of pmposed substitution with the Contract Documents. Submit substantiating data with drawings and samples as appropriate, including the following: l. Reason for Substitution Request. 2. Catalogs and drawings showing capacities, operations, functions, dimensions, construction details, methods of assembly, connections and installation to the Work Laboratory and performance test data. Comparison ofthe qualities ofthe proposed Substitutions with that specified. Changes required in other elements of the Work because of the Substitution. Efect on the Construction Schedule. Detailed cost data acceotable to the Owner and Architect comparing the proposed Gore Creek Residences Tunnel & Resldential Vail, Colorado 03 January 2005 J. 5. 6. 7. Product Options and Substitutions 01630 - 1 Substitution with tbe product specified. 8. Any required license fee or royalties. 9. Availability ofmaintenance service and source ofreplacernent materials. 10. All variations frorn the requirements of the Confact Documents. I l. Any effect of Substitution on Work under separate Contract to the Owner. 12. Name and address of Projects that proposed Substitution has been used, including date of installation. Manufacturer's data ftat is readily available to the Architect may not be acceptable for establishing proof of equality. Provide laboratory test data performed by a nationally re cognrzed independent testing laboratory lnown for its testing expertise. Tbc laboratory test must include the types of naterials used in the product, including their thicloress and sreng01 and a direct comparison to that specified for capacities, capabilitics, coating, ftnctions, life cycle usage and operations. Where materials and equipment will be exposed, and wherc systems will be used, no change in the Architect's desiga and engineering intent will be allowed. Request for Substitution constitutes a representation that the Contractor: l. Has investigated proposed Substiturion and detennined that it meets or exceeds, in all respects, the specified product. 2. Shall provide the same wan-anties, bonds and certifications for Substiotion as for specified product. 3. Shall coordinate irstallation and make other changes that may be required for the lilork to be complete in all respects without changing dre original intent, function or aesthetics at no increase to the Contract SunL 4. Shall certiff tlrat substituted product meets all Code requirernents in same manner as original product specifi ed. 5. Shall certifr that the cost data presented is complete and includes all related costs under this Contract, except the Architect's redesign costs, and waives all claims for additional costs related lo the Substimtion which subsequently becomes apparent. 6. Shall bc solely responsible for compliance wittr the Departnent of Labor Safety and Health Regulations for conskuction promulgated undcr the Occupational Safety and Health Act of 1970 (PL 9l-696), and under Section 107 of fte Contract Work Hours and Safety Standard Act (PL 9l-54) aDd latest amendments. The burden of proof shall be upon the Conb:actor that tbe proposed substitution is equal to that specified in type, desigD, quality, operation, function, use, appeamnce, capability, manufacture, etc. Subsdnrdons WILL NOT be considered when tbey arc merely indicated or implied on Shop Drawings or Product Data submittals without separate wri$en request minirnum l0 days prior to substitution submittal, or wben approval will requirc substantial revision to the Contract Documents. The Owner and Architect will determine acceptability of proposed Subsdtution, and will notify $e Contractor of approval or rejection in writing within a reasonable time; normally within 15 working days. If a proposed Subsritutiou is approved by the Owner, after the Architect's rwiew, the Contract Sum shall be adjusted by Change Order reflecting extra costs or credits involved. Sbould a proposcd Substiotion be approved, submit Shop Drawings, Product Data and Samples in accordance with Section 01300 - Submittals. 1.03 REIMBI,JRSEMENT OF ARCHITECT'S COSTS Gore Creek Residences Tunnel & Residential Vail, Colorado 03 January 2005 I I t I I I I t t t I I I I I I I t I E, F, G. J. Product Options and Substitutions 01630 - 2 1.04 I I t I I I I I t I I t I I I I I I I PART 2 PART3 A. In the event Substitutions are proposed to the Archit€ct after the Contract has been awarded, the Architect will record all time used by the Architect and the Architect's Consultants in evaluating each such proposed Substitution. B. Whether or not the Architect approves a proposed substitution, lhe Contractor, promptly upon receipt of the Alchitect's billing, shall reimburse the Architect at the rate of the direct cost to the Architect, and the Architect's Consultants, for. all tirne spent in evaluating the proposed Substitution, DEI.AYS A. Delays in construction arising by virnre of the non-availability of a specified material and/or method will not be considered by the Architect as justiffing an extension of the agreed Time of Completion. PRODUCTS Not Used EXECUTION Not Used END OFSECTION Gore Creek Residences Tunnel & Residential VaiI, Colorado 03 January 2005 Product Options and Substitutions 01630 - 3 I SECTION 01700 I CONTRACT CLOSEOI]T I PARTI CENERAL I,OI SECTION INCLUDES I A. Final Cleaning. I B. Project Record Documents. I C. Closeout Procedures. I D. Closeout Subminals. I E. Wan'anties and Bonds. I F. Extra Materials. I.O2 FINAI CLEANING I A. Execute prior to Substantial Completion and review by the Owner and Architect so that the Work is ready for use without cleaning. f l. A:ry Work performed after Substantial Completion shall be thoroughly cleaned immediately. I B. Employ skilled worken for final cleaning.I C. Quality Assurance. f l. Conduct full inspection ofall areas as necessary to verify that requirernents for cleanliness are being met. I 2. t#:1fij;lJ:SilH$S"u#;:o* in this Section, compry with pertinent requirements I 3. Conduct cleaning and disposal operations to comply with Codes, Ordinances, Regulations and Anti-Pollution Laws. I D. Cleaning Materials and Equipment l. Provide required personnel, equipment and materials needed to mainain the specified I standard ofcleanliness. E. Compatibility. I l. Use only the cleaning materials and equipment that are compatible \4'ith the surface being cleaned as recommended by the Manufacturer of the material. a, Use only those cleaning rnaterials which sball not create hazards to health or I property and which will not damage surfaces. F. Schedule for Final Cleaning. I l. Schedule final cleaning as approved by the Owner and Architect to enable the Owner to accept a completely clean Project. I Contract Closeout 01700 - 1 Gore Creek Residences I Tunnel & Residential Vail, Colorado 03 January 2005 I 2.'Clean", for the purpose of this Section and except as may be specifically provided otherwise, shall be interpreted as rneaning the level of cleanliness generally pmvided by skilled cleaners using commercial quality building maintenance equipment and materials. Prior to completion of the Work remove from ttre jobsite all tools, surplus materials, equipmeng storage sheds, debris, waste and temporary services, Site: a. Unless otheruise specifically directed by the Owner, broom clean on-site paved areas and public paved areas adjacent to the site. b. Completely remove resultant debris. Structures: a, Exterior: l) Visually inspect orterior surfaces and rernove all traces of soil, waste materials, smudges and other foreigr matter. 2) Remove all traces ofsplashed materials from adjacent surfaces, 3) If necessary to achieve. a uniform degree of cleanliness, hose down exterior of the saucture; as many times as may be required. 4) ln the event of stubborn stains not rernovable with vyater, the O\rmer and Architect may require light sandblasting or o0rr cleaning at no additional cost to the Owner. b. Interior: l) Visually inspect interior surfrces and rernove all traces of soil, waste materials, smudges and other foreign matter. 2) Remove all taces of splashed materials from adjacent surfrces. 3) Rernove paint droppings, spots, stains and dirt from finished surfaces. c. Polished Surfaces: To surfaces requiring routine application of buffed polis\ apply the polish recommended by the Manufacnuer of the material being polisbed. d. Remove grease, mastic, adhesives, dust, dirt, sains, fingerprints, labels and other foreip materials fiom sight on exposed interior and exterior surfaces. e. Wasb glazing inside and out; shine mirrors. f. Polish glossy surfrces to a clear shine. Remove ternporary protection. Clean floors; polish those required to have polished finish. Vacuum clean all carpets and rnats. Steam cleaning of carpcts or mats to rcmove stains will not be allowed or accepted; replace stained carpets or maB. Clean all tile Work. Clean and polish all fimishings zupplied by this gea62sg Clcan all ornamental Wo*: polish or shine as may be required, Clean all lighting fixtures and replace bumed out bulbs. m. Clean all finish hardware. n. Ventilating Slnterns: l) Clean permanent filters and rcplace disposable filters if units rvere operaEd duriDg construction. 2) Clean ducts, blowers and coils if unie were operated during consfruction. Unexposed Areas. l. In addition to cleaning exposed surfaces, clean surhces not ordinarily visible, such as tops of ducts, insides of convectors, iruides of cabinets, tops of doors and door Aames, and equipmcnt in mechanical spaces. Final Inspection of Cleaning. Prior to final cornpletion or Owner occupancy, Contractor shall conduct an inspection of Gore Creek Residences Tunnel & Residendal Vail, Colorado 03 January 2005 t I t I I I I I I I I I I I I T t I I 4. s. h. i. ;J' k. L G. I Contract Closeout 0u00 - 2 c. D. E. I I I I I I t I I I , I I I t i 2 I I sight-exposed interior and exterior surfaces and all Work areas to veriff that the entire Work area is clean. 2. If surfaces cannot be restored to condition equivalent to new by cleaning, refinish or replace thern as directed by the Owner and Architect. 3. Notiff Owner and Architect in writing when final cleaning is complete and ready for Owner occupancy, Cleaning During Owner's Occupancy. l. Should the Owner occupy the Work, or any portion thereof, prior to its completion by the Contractor and acceptance by the Owner, responsibilities for interim ad final cleaning shall be as determined in accordance with THE CONSTRUCTION CONTRACT. t.03 PROJECT RECORD DOCUMENTS Maintain at Orc jobsite one ( I ) Project Record set of l. Drawings, including current drawing list with separate notes indicating pending changes. 2. Specifications. 3. Addenda. 4. Change Orders and other modifications to the Contract. 5. Field Orders or written instructions. 6. Shop Drawings, product data and samples with the Architect's review stamp. '1 . Field Test Records. 8. Construcfion Schedules. 9. Inspection Certificates. 10. Manufacturer'sCertificates. I l. MEPF? Coordination Drawings, 12. Identifr each of the documents with the title; "PROJECT RECORD DOCUMENTS - IOB SET'" B. Store documents and samples in the Conractor's field omce separate from those used for construction. |. Provide files and racLrs for storage of documents. 2. Provide locked cabinet or secure slorage space for storage ofsamples. File documents and samples in accordance with CSI Format. Maintenance of Documents and Samples. I . Maintain the in-progress job set of Project Record Documents completely protected Aom deterioration and from loss and damage until completion of the Work and tansfer of all rrcorded data to the final set ofProject Record Documents. 2. In the event of loss ofrecorded data" use means necessary to again secure tle data to the Owner's and Architect's approval. a. Such means shall include, if necessary in the opinion of the Ovmer and Architect, removal and replacement of concealing materials. b. In such case, provide replacements to the standards originally required by the Contrdct Documents. Maintenance of Job Set. I . Preservation: a. Considering the Confiact completion and the probable nurnber ofoccasions upon Gore Creek Resldences Tunnel & Resldential Vail, Colorado 03 Janusry 2005 Contract Closeout 01700 - 3 which the job set must be handled for new entries and for examination, and the conditions under which ttrese activities will be performed, devise a suitable method for protecting the job set to the approval ofthe Owner and Architect. b. Do not use the job set for any purpose except for entry of new dat4 and for review by the Owner and Architect, until start of transfer ofdata to final Project Record Documents. 2. Making enries on Documents: a. Using an erasable colored pencil (not ink or indelible pencil) clearly describe the change by graph line and note as required. Date all enFies. Call attention to the entry by a "cloudu drawn around the area or areas affected. In the event of overlapping changes, use different colors for the overlapping changes. Identi$ Request for Interpretation (RFD ennies. Contractor to veri$ that all entries have been ransferred to all reissued documents. 3. Make entries to other pertinent documenb as approved by the Owner and Architect. F. Make documents and samples available at all times for review by the Owner and Architect. G. Delegate the responsibility for maintenance of the Project Record Documents to one person on the Contractor's staff as approved by the Owner and ArchitecL H. Accuracy ofRecords. l. Thoroughly coordinate changes within the Project Documents, making adequate atrd proper enties on each page of the Specifications and each sheet of the Drawings, and other documents where such enFy is required to properly show the change. 2. Accuracy of records shall be such that firture searches for items shown in the Contract Documents may rely reasonably on information obained iom the approved Project Record DocumenB. L The Owner and Architect's approval of the current status ofthe Project Record Docurrents rnay be a prerequisite for their approval ofthe requests for progress pa.lment and request for 6nal payment under the Contract. J. Prior to submining each request for progress payment, secure the Owner's and Architect's approval of the current slatus of the Project Record Documents. K. Prior to subnitting the rcquest for final paynreng submit the final Project Rccord Documens to the Owner and Architect and secur€ dreir approval. L. Record information concurrently while construction progresses. Do not conceal any Work until all required information is recorded. Make entries within 24 hours after receip of information tbat change has been made. M. Drawings: Legibly mark to record actual construction on full-size reproducibles as provided by the Architect: l. Depths of various elements of foundation in relation lo bench mark datum. 2. Horizontal and vertical locations of rmderground utilities and appurtenances, referenced to pennarent surface irtprovements. 3. Iocation of internal utilities and appurtenances concealed in the construction, referenced to visible and accessible features oftbe structure. 4. Field changes of dimension and detail including as-built survey data. Gore Creek Residenccs Tunnel & Residential Vall, Colorado 03 January 2005 I t t I T I II I t I I I I I t a t I I b. d. t. Contract Closeout 01700 - 4 N. o. E. I t t I I I I I I I I t, I 1 a I I I I 5. Changes made by Field Order or by Change Order. 6. Details not on original Contract Drawings. 7. Substitutions and revisions. 8. Final Survey. Specifications and Addenda: hgibly mark each Section to record: l. Manufacturer, Fade ftrme, catalog number, and Supplier of each product and it€m of equipment actually installed. 2. Changes made by Field Order or by Change Order. Changes Subsequent to Acceptance. l. The Contractor has no responsibility for recording changes in the Work after Final Completion, except for changes resulting from Work performed under guarantee. 1.04 CLOSEOUT PROCEDURES Comply with procedures stated in THE CONSTRUCTION CONTRACT for issuance of the Certificate of Substantial Completion, and for the administrative procedures in closing out the Work to provide for an orderly and efticient transfer of the completed Work to the Owner. B. The Owner may occupy desigoated portions of the Project for the purpose of installation of equipment and to conduct business, under provisions stated in THE CONSTRUCTION CONTRACT. C. The Conhactor shall designate a "PunchOut Team" being responsible for coordinating and scheduling the review and acceptance of tbe Work with all the appropriate personnel of the Architect and Owner. D. When the Contractor corsiders the Work has reached substantial completion, the Contractor shall submit written certification (work list indicating dre Contractor's punch list items, signed off as complete by the appropriate supervisory personnel) to the Architect and Owner indicating that the Contract Docunents have been reviewed, the Work or designated portion thereof has been inspected, and that the Work is complete in accordance with the Contract Documents, and ready for the Architect's and Ov,rner's review. Included with such written certification, the Contractor shall also submit the followins: A substantial completion checklist generated from the Contractors submittal schedule. A list of items to be completed or conected. The HVAC Test and Balance Reports. Operating and Maintenance Data and Lxructions to Owner's Personnel. F. Within a reasonable tine afrer receipt of certification, the Architect and Owner shall make a review of the Work to leri! tlre status of completion with reasonable promptress after receipt of the certification. Should the Architect or Owner consider the Work to be incomplete or defective: l. The Architect or Owner shall, within l0 working days after review, notifr the Contractor in writing, listing the incomplete or defective Work. 2. The Contractor shall prepare and submit to the Architect and Owner, for review and approval, a schedule of deficiency corrections indicating that the Contractor shall take immediate action to remedy the deficiencies. 3. When the Work is correct and complete. the Contractor shall submit a second written Gore Creek Residences Tunnel & Residential Vail, Colorado 03 January 2005 I 5. 4. Contract Closeout 01700 - 5 ,t certificatioD, in the forrn of a'?unch List", to the Architect and Ov,'ner indicating ftat the Contract Documents have been reviewed, the Work has been inspected, and that the Work is complete in accordance with the Contract Documents, and ready for the Architect's and Owner's final review. 4. Within a reasonable time after receipt of certification, the Architect and Owner shall again review the Work and prepare a final list of items requiring remedial action that constihrtes the 'Final Punch List''; referred to within and to be attached to the Certificate of Substantial Completion, submitting it to the Confiactor for is written acceptance of the responsibilities assigned to them in the certificate. 5. As rooms or areas are deemed conplete and accepted by the Owner, that portion of the Work will be "locked off'with restricted access. G. When the Architect and Owner agree that the Work is acceptable under the Contract Documents, they shall request the Conractor to make the closeout submittals. H. Owner occupancy of the Pmject or designated portions ofthe Project. l. Connactor shall: a. Obtain certificate for partial occupancy b. Perform final cleaning of desipated areas prior to partial Substantial Completion. 2. Owner will occupy the Project or desigaated portions of ttre Project under provisions stated in the Certificate of Substantial Completion. L Fitral Completion. l. When the Contractor considers the Work to be completg the Contractor shall submit nnitten certification that: Contract Documents have been reviewed. Work has been inspected for compliance with the Contract Documents. Work has been completed in accordance with the Contract Documents. Equipment and systems have been tested in the presence of the Owner and Architect. 2. Architect and Owner shall make an observation to verifr the status of completion with reasonable promphess, generally within 5 working dap after receipt ofsuch certification. 3. Should the Architect or Owner consider the Work to be incomplete or defective, the: a. Architect will promptly notifu the Contractor in writing, listing the incompleE or defective Work. b. Conractor shall take immediate steps to remedy the stated deficiencies and send a second written certification to the Architect and Owner that the Work is complete. 4. When the Architect and Owner agree that the Work is acceptable under the Contract Documents, they shall request the Conhactor to make the closeout submittals. J. Observation Fees. l Should the Architect, professional Consultants, or Owner perform additional observations due to the failure of the Work to comply with the claims of final completion made by the Contractor, the Contractor shall be responsible for the costs of the Architect's, professional Consultant's or Owner's additional services. I.O5 CLOSEOLISUBMITTAIS A. In addition to the submittals required by THE CONSTRUCTION CONTRACT, provide to the Owner and Architect evidence of compliance with requirements of the goveming authorities and Gore Creek Residences Tunnel & Residentlal Vall, Colorado 03 January 2005 T I 1 I 0 I I T I I ,l I f T I I I I a. b. d. Contract Closeout 01700 - 6 a. b. d. B. c. D. E. B. I t I t il I I I I 1 I T I ,i I I I T I the following: l. Certificate ofOccupancy (to be obtained by the Contractor) 2. Certificates oflnspection; as required, other than Certificate ofOccupancy. 3. Mechanical. 4. Electrical. 5. Certification of Survey ofbuilding location; by Confactor. 6. Bonds for extended warranties; as required by each Contractor/subcontractor. 7. Project Record Documents. 8 Warranties and Bonds. 9. Keys and Keying Schedule. 10. Anic stoclg spare parts, maintenance materials and O & M Manuals; as required by various Sections of the Specifications. ll. List of subcontractors, service organizations and principal vendors, including names, addresses and telephone numbers where they can be reached for emergency service at all . times including nights, weekends and holidap. Inshuct the Owner in proper operation and maintenance of systems, equipment and similar items that were provided as part of the Work. Refer to Section 01730 - Operation & Maint€nance Data. Submit a final statement of accounting indicating the following: L The original Conract Sum. 2. Additions and deductions resulting from: Previous Change Orders. Unit Prices. Deductions for uncorrected Work. Deductions for damages. e. Penalties. f. Deductions for reinspection fees.g. Other adjustnents. 3. Total Conu-act Sum as adjusted 4. Previous payments. 5. Requested remaining sum due. 6. Evidence of Payment and Release of Liens: In accordance with conditions of each Contract. 7 . Consent of Surety to Final Payrnent for each Bonded Contractor/subcontractor. 8. Certificates of Insurance for products and completed operations in accordance with THE CONSTRUCTION CONTRACT. The Owner will issue a final Change Order reflecting approved adjusrrents to the Contract Sum not previously made by Change Order. Submit Application for Final Payrnent in accordance with provisions of TIIE CONSTRUCTION CONTRACT. L06 WARRANTIES AND BONDS Submit all warranties, bonds, certifications issued by Manufacturers for material and equipment, covered under the Contract Documents which fully coven the wafianty requirements set forth in the Con8act Documents, on letterhead of the provider. In addition to the Contractor's standard one (l) year warranty on the total Projecg provide warranties, guarantees and bonds as may be required in each individual Section of the Specifications. The Contractor will be co-responsible with the Manufacturer and/or subcontractor Gore Creek Residences Tunnel & Residential Vail, Colorado 03 January 2005 Contract Closeout 01700 - 7 I I I I I I c. D. for all extended warranty Work identified in the Specifications. The Contractor will notifr the Owner, not later than wo (2) weela prior to the expiration date of each warranty, guarantee or bond, and arrange for a final reinspection to determine the need for any corrective Work. Failure to provide such notification and reinspection will result in the extension of the warranty, guarantee, or bond period until compliance by the Contractor. Form of Submittals, l. Bind in commercial quality 8-l/2 inches by I I inches, three-ring side binders with hardbaclq cleanable plastic covers. Provide 3 sets. 2. I:bel cover of each binder with tped or printed title, "WARRANTIES AND BONDS", with title of Project name, address and telephone number of the Contractor; and name of the responsible principal. 3. Table of Contents: Neatly typed fut the sequence ofthe Table of Contents ofthe Project Manual with each item identified by the number and title of the Specification Section iu which specified, and the name of the Work item. 4. Separate each waranty or bond with index tab sheets keyed to the Table of Contents listing. Provide full inforrnation using separate typed sheets as necessary. List subcontractor, supplier and Manufacturer widr the name, address and telephone number of the resporsible principal. Preparation o f Submittals. l. Obtain warranties and bonds, properly executed and notarized (three each), by the responsible subcontrdcto$, suppliers and Manufacturers within 15 calendar days after completion of the applicable item of Work. Except for iterrs put into use with the Owner's permission, leave the beginning date of warranty op€n until the date of Substantial Completion is determined. 2. Veri$ drat documents are in proper fonq contain full information, and are notarized. 3. Co-execute submittals when required. 4. Retain $'arranties and bonds until time specified for submittal. 5. Bonds shall be obtained from a company having a rating of Arq"{.,Au{. Time of Subminal, l. Submit all wan'anties and bonds prior to Final Application for Payment. For equipment put inlo operation for the Owner's use prior to acceptance of the entire Worh submit within l0 working dap after first operation. For items of Work delayed materially beyond the Date of Substantial Completionr as determined by the Architec! provide updated submittal within l0 norking days after acceptance, listing date of acceptance as start of warranty period. E, I I ,l n I t I 3 F, 1.07 EXTRAMATERIALS I I I T I B. c. Included in the Contract Sum shall be the Owner's extra materials C Attic StocK) as referenced below; which shall be in addition to the quantities identified in the individual Specification Sections. Quantities of Owner's extra materials shall also apply to accepted substitutions for specified materials, as well as to quantities ofsirnilar or specified materials affected by Change Order. The Contractor shall prepare a ransrnittal describing inventory of each specified extra material item and submit to the Owner for inventory review and approval. This transmittal shall be included in the closeout docum€,nts. Gore Creek Residences Tunnel & Residential Vail, Colorado 03 January 2005 Contract Closeout 01700 - 8 I t l. Paintand St in: One gallon for each t5pe, color and sheen specified. 2. Electrical: Ten percent extra stock oflanps for each specified light fxnre qpe. ', PART2 PRoDUcrs I Notusod - PART3 EXECUTIONtrIIt Notused I ENDoFsEcrIoN Contract Closeout 01700 - 9 Gore Creek Resldences Tunnel & Residentlal Vail Colorado 03 January 2l[5 I I i I t T I I I t I I I I I I I t I t I I t I SECTION 01?30 OPERATION AI{D MAINTENA}ICE DATA PARTT GENERAL I.OI SECTION INCLUDES A. Quality Assurance. B. Submittals. C. O&MManualFormat. D. O & M Manual Contents. E. lnstnrction ofowner. l.o2 QUALTTYASSURANCE A. Preparation ofdata to be perfonned by Contractor's/subcontractor's personnel: l. Trained and experienced in maintenance and operation of their described products, items and systems. 2. Skilled as a technical writer to the extent rcquired to communicate essential data. 3. Skilled as a draftsman to the extent required to prepare accurale and complete, essential drawings. I.O3 SI]BMITTALS A, O &M Manual - General: l. Submit 2 copies of a preliminary draft of the proposed Manual to the Owner and Architect for review and comments. Architect will review draft and return one copy with commenB, 2. Submit 2 copies of the completed volumes in final form within 15 working days prior to Final Inspection to Owner and Architect. One copy will be retumed after Final Inspection with the Owner and Architect's corffnents. 3, Following the indocrination and instruction of the Owner and Architect, review the required revisions with Owner and Architect. 4. Revise conlent of documents as required prior to final subsrittal in strict accordance with the approved preliminary draft and the Owner and Architect's comments, 5, Submit 3 copies of the revised volumes of data in final form within l0 working days after Final Inspection. B. For equipment or component parts ofequipment put into service during construction and operated by the Owner, submit documents within l0 working days after acceptance. L Copy of these documents shall be incorporated into dre final O & M Manual. I.O4 O&MMANUALFORMAT A. Where submission of instruction manuals are required under other Sections of these Specifications, prepare in accordance with the provisions of this Section. Gore Creek Residences Tunnel & Resldential Vall, Colorado 03 January 2005 I l ? I t I I Operation and Maintenance Data 01730 - I B. Format the Manuals into separate Volumes: General, Mechanical and Plumbing, and Elecfical. l. Each volume shall be identified properly with the following information on the spine and on the coven OPERATION AND MAINTENANCE INSTRUCTIONS Name and address of Work Name of Contactor General subiect of this ManuaWolume Soace for aooroval simature ofthe Owner and Architect. and the approval date 2. Each volume shall be formatted and tabbed in accordence to Specification Sections. a. Each tabbed flysheet shall be prepared neatly with Section number and Title. 3. Materials and Size: a. Binder: Use heavyduty plastic or fibeftoard covers with binding mechanism concealed inside the Manual; ttuee inch 3-ring 'D' binders will be acceptable; all binding shall be subject to Architect's approval. b. Paper: White bond, at least 20 lb. weight. 8-l/2 inches x I I inches. 4. Information; a. Texfi Neatly written or printed. Copies of faxed material is not acceptable.b. Drawings: I I inch in height preferable; bind in with texq foldout acceptable; larger drawings acceptable, folded to fit wilhin the Manual placed within a drawing pocket irside the rear cover; provide with reinforced punched binder tabs. c. Measurements: Provide all measuements in U.S. standard units such as feet and inches, lbs. and ctn; where items may be expected to be measured within 10 years in accordance with meric formula, provide additional measwements in "Intemational System of Units" (SI). O & M MANUAL CONTEMS A. For Each Volume Provide: l. Table of Contents: Provide titles of Project; names, addresses and telephone numben of Architect, responsible Engineer and Contractor, with name of responsible parties; schedule ofproducts and systems, indexed to content ofthe volume. For each Product or System: List names, ad&esscs and telephone numbers of subconfiactors and suppliers, including local source ofsupplies and replacement parts. Product Data: Mark each sheet to clearly identify specific products and component parts, and date applicable to insallation; delete inapplicable information Drawings: Supplement product data to illustrate relations of component pads of equipment and systems to show control and flow diagrams. Do not use Project Record DocumenB as maintenance drawings, but coordinate with them. Typed Text As required to supptement product data. Provide logical sequence of instructions for each procedure, incorporating Manufacturer's instsuctions. Provide written text as required to supplement the product date for the particular installatiorL organized in a consistent format under separate headings for different procedures. Provide a logical sequence ofirstructions for each procedwe. Provide information sheet for the Owner's personnel. Indicate proper procedures in the event of failure of products or systems. Indicate instances of actions that might affect the validity ofthe warranties and bonds. Warranties and Bonds: Bind in one copy of each. Manual for Materials and Finishes I. Building Products, Applied Materials and Finishes: Include product daa with catalog number, size, composition and color, and texture designations. Provide information for Gore Creek Residences Tunnel & Residential Vail, Colorado 03 January 2005 a, b. d. I t I I I I I I I t I l.u) 2. 4. 5. 6. I t B I l I 7. 8. B, I Operation and Maintenance Data 0L730 -2 I t 1 I t t I t I t I I I I t I t I I reordering custom manufactured products. 2. Instructions for Care and Maintenance: Include Manufacturer's recommendations for cleaning agents and methods, precautions against detrimental agents and methods, and recommended schedule for cleaning, maintenance and repair. 3. Content for moishre-protection and weather exposed products: a. Manufacturer's data, giving full information on products. lnclude: l) Applicable standards. 2) Chemical composition. 3) Details of installation. b. Instructions for inspection, maintenance and repair. 4. Additional Requirements: As specified in individual Specification Sections. 5. Provide a listing in fhe Table ofContents for design data with tabbed flysheet and space for insertion of data- C. Manual for Equipment and Systems l Each ltem of Equipment and Each System: Include description of unit or system and conponent parts. Give function, nounal operating characteristics and limiting conditions. Include performance curves with engineering data and tests, complete nomenclature and commercial number of replaceable parts, a. Panelboard Circuit Directories: Provide electrical service characteristics, controls and communications. b. Include as-iDstalled color-coded wiring diagrams. 2. Operating Procedures: Include start-up, break-in and routine normal operating inshuctions and sequences. Include regulations, control, stopping, shutdown and emergency instructions. Include summer, winter and any special operating instructions and interfacing requirements with other systems. 3. Maintenance Requirements: Include routine procedures and guide for troubleshooting; disassembly, repair, and re-assembly instructions; and alignment, adjusting, balancing and checking instructions. a, Provide servicing and lubrication schedule and list of lubricants required. b, Include Manufacturer's printed operation and maintenance instructions. c. Include sequence of operation by controls Manufachrrer, d. Provide original Manufacturer's parts list, illustrations, assembly drawings and diagrams required for maintenance. e. Provide predicted life ofparu subject to wear. f. Provide list of items recommended to be stocked as spare parts. C. ReJamping schedule including sources and Manufacturers. 4. Provide as-installed control diagrams by controls Manufrctuer. 5. Provide Contractor's Coordination Drawings with as-installed color-coded piping. 6. Provide charts of valve tag numbers with location and function of each valve clearly keyed to describe flow line and control diagrams. 7. Provide list of original Manufacnrer's spare parts, current prices and recommended qualities to be maintained in storage. 8. Include Test and Balancing Repors. 9. Prepare and include additional data when the need for such data becomes apparent dwing insruction of the Owner's personnel. I.06 INSTRUCTIONOFOWNER A. Before final inspection, instruct Owner's personnel in operation, adjustnent and maintenance of products, equipment and systems, at agreed upon times. For equipment requiring seasonal operation, perform instructions for other seasons within 6 months. 1 Use Operation and Maintenance Manuals as basis of instruction. Review contenB of Gore Creek Residences Tunnel & Resldentlal Vail, Colorado 03 January 2005 Operation and Maintenance Data 01730 - 3 PART 2 Manual with penonnel in detail to explain all aspec.ts of operation and maintenance.2. Prepare and insert additional data in Operation and Maintenance Manual when need for such data becomes apparent during instnrction. PRODUCTS Not Used EXECUTION Not Used ENDOf,'SECfiON Gore Creek Residences Tunnel & Resldentlal Vail, Colorado 03 January 2005 I t I I I I l I PART 3 ! I I I t I Operation and Maintenance Data 01730 - 4 I I II sEcrloNo222o I SITEDEMOLITIoN t PART 1GENERAL I l.0l DEscRrPTroN t A. Work Included: Removal and satisfactory disposal ofbuildings, foundations, fences, sis"s, I iHrTf;,illgfrls, traffic control devices, utilities, and other obstructions not designated or t B. Retated wort: I L Site Clearing: Section 02230I I 2. Earthwork: Section 02300 3. Erosion and Sedimentation Control: Section 02370 I I.O2 PERMITS I A. Town of Vail Public WayPerrrit ! B. Stormwater Discharge Permit (NPDES) I C. Construction Dewatering (NPDES)I I r.03 JoB coNDrnoNS '- A. Protection: Protect all vegetatioq utilities, stuctures, and other facilities to remain, from damage in r. manner acceptable to Engineer. Mainain designated temporary roadways, walkways, and detours. T PART2PRODUCTS a None I. PART3EXECUTION | 3.01 pAVEMENTS,cTJRBS, currER, Fr-ATwoRKI A. Remove all pavements, curbs, gutter, and flatwork not designated to remain. Where existinga construction is to be partially removed, saw edges to remain in place on straight line with vertical I face. - B. Break up condete to be broken and left in place so largest fragment does not exceed one (l) square I vard surface area. - 3.O2 BRIDGES, SEWERS, CIJLVERTS, DRAINAGE STRUCTURES t A. Do not remove stuctues in use until arangeflren8 have been made to acconmodate traffic. r B. For structures rcmoved down to natural sfeam bottom, remove those parts ouBide stream to I'below t grormd. Rernove all portions within limits of new constuction as necessary to accommodate new a Site Demolition 02220-l Gore Creek Residences - ResidentialI rr*;*,t"H;t: 3.03 C. Maintain satisfactory traffic bypass at all times. STRUCTURES A, Remove structures within project limits or as shown on drawings. Protect portions to remain from damage. Damage to be repaired at Contractoy's experue. UTILITIES A. Remove desipated utility lines within project limits, properly capping or plugging existing lines to remain DISPOSAL A. Deposit all removed material in designated waste areas. Grade and shape disposal site. Complete topsoil and reseeding of site if required. Where disposal sites are not designarcd, remove ard dispose of all waste materials offsite. RESTORATION A. After removal of obstruction, fill and compact to finish grade in accordance with these specifications. END OF SECTION Gore Creek Residences - Residential Vail, €olorado 03 January 2005 t I I I I I I I I I I I I I I 3.05 3.04 3.06 I T ISite Demolition 02220-2 I t t SECTION 02230 SITE CLEARING ^ PART IGENER,{L I l.0l DEscRrPrroN r A. Work included: Clearing, grubbing, removing and disposing of all vegetation and debris within work I limits and Aom borrow pits, and such other areas as requircd, except objects desipated to renain or to be|l removed. Also includes preservation fiom injury or defacement of all vegetation and objects designated to remain. I B. Related Work: I l. Site Demolition: Section 02220 I 2. Earthwork Section 02300 l, 3. Erosion and Sedimentation Conrol: Section 02370 I 4. Topsoil and Revegetation: Section 02921 I t.02 PERMmS A. Stormwater Discharge Permit (NPDES)II B. Construction Dewatering (NPDES) Ii I,O3 JOB CONDITIONSI' A. Protection: Protect Eees, shnrbs aad planted areas to remain from damage or from unnecessary t vehicular aaffic, in manner accepabll to Owner and Engineer. Protect bench marls, saking, existing t structw€s, roads, sidewalks, paving, and curbs from damage. Maintain designated temporary roadways, walkways, and detours. Buming is not permitted. t I PART2NoNE PART 3EXECUTION I 3.OI CLEARING a A. Clear and/or grub all surhce objects and all trees, stumps, roots, bushes and otherpmtruding obsructions, I not desisnated to remain. 1., 3.02 DISPOSALII A. Deposit all waste material in designated waste areas. Grade and shape disposal site to satisfaction of ngineer. Where disposal sites are not desigpated, removc and dispose of all waste materials off site.I.| ENDoFSEcTIoN I Site Clearing 0?i230-l Gore Creek Residences - Residential Vail, Colorado I 03 JanuarY 2005 I I t' I I sEcrIoN 02260 EXCAVATION SIJPPORT AND PROTECTION PARTI GENERAL 'I I.OI STJMMARY -t A. Section Insludes: l. Design and installation ofshoring and underpinming system to prctect o(cavation perirneter from movement or collapse. 2. Protection of adjacent buildings and improvanants from movement, settlement or collapse. :. B. Related Sections: t Earthwork Section 02300 I 1.02 SYSTEMDESCRIPIONIt A. Design Criteria: Conractor shall be solely responsible for design of shoring and underpinning syshm as required to resist lateral earth pressures and surcharges due to traffic, storage of materials, adjacent structwes and all o0rer loads imposed on adacent soil during the construction period. Comply with requirements of soil and foundation investigation. Type of system used must be compatible with construction procedures and sructural details and acceptable to the Structural I I I I Engineer and General Contractor. ] I,O3 QUALITYASSURANCE I A. Regulatory Requirernent: Obtain permits and permission of adjacent property owners as required. I l.o4 PRoJEcr coNDrrroNs A. Existing Conditions: Investigate to determine the location ofadjacent existing underground improvements, B. Subsurface Investigation: A subsurface investigation report has been prepared for the Owner. This information is available for Bidders. PART2PRODUCTS l, 2.or MATERTALs A, A. Excavation Support System: Provide piles, piers, vralers, lagging, sheeting, anchors and structures ! as required. . PART3EXECUTION I 3.OI EXAMINATION A. Existing Conditions: Examine existing conditions to determine shoring and underpinning requirements. E:ramine existing adjacent improvements to deterrnine their condition before starting work. Record their condition by written report, survey and photographs as required' Excavation Support and Protection 02260-I Gore Creek Residences - Residential Vail, Colorado 03 January 2005 I T I I 3.02 3.04 3.0s I I I I I I l I 3.03 3.06 PROTECTION A. Take all necessary precautions and make provisions to protect adjacent existing improvements from damage from shoring, underpinning aad excavation operations. INSTALI-ATION A. Design and install systems as required. B. Make proper allowances for building structure and improvements including waterproofing, damp proofing and foundation drainage systems. C. Install shoring as concrete formwork for outside walls where required. FIELD QUALITY CONTROL A. Make periodic inspections and surveys ofexisting adjacent improvements. Keep accurate records of movements or changes in their condition. REPAIR OR REPLACEMENT A. Repair any damage or replace damaged existing adjacent improvements. REMOVAL A. Remove shoring and underpinning systems as required after permanent sfucture is in place. Leaving shoring in place where serving as outside wall forming. ENDOFSECTION Gore Creek Residences * Resldential VaiI,, Colorado 03 January 2005 T I l t I IExcavation Support and Protection 02260-2 B. c. I t I I t I I I I I I I I I I I I t I SECTION 02300 EARTHWORK PART IGENERAL 1.01 DESCRIPTION Work Included: Excavation and borrow pits, removing and satisfactorily disposing of all materials taken from within work limits, including excavation for ditches and charmels, inlet and outlet ditcbes for culverts and structues, all necessary shaping and sloping for the construction, preparation, and completion of all backfill, embankrnents, subgrade shoulders, slopes and intersections, to required alignmenq grade, and typical cross section shown on drawings. Related Work: l. Site Clearing: Section 02230 2. Site Demolition: Section 02220 3. Eosion and Sedimentation Control: Section 02370 4. Topsoil and Revegetation: Section 02921 Definitions: | . Suitable Material: Earth fill material consisting ofon-site or similar non-organic sands, gravels, clays, silts and mixtures drereof with maximum size of 6". Bedrock that breaks down to specified soil types and sizes during excavation, hauling, and placement may be considered as suitable material. Rock fill material which consists predominantly ofcobbles orboulder-sized pieces of blasted or broken rock with maximum size of 6". 2. Unsuitable Material: Anymaterial containing vegetable or organic matler, muc\ peat, organic silt, topsoil, frozen materials, trees, stumps, certain manmade dsposits, or industial waste, sludge or landfill, or other undesirable materials. 3. Unclassified Excavation: Any and all materials, including surface boulders, encounered during construction. Rock forrnations tlrat can be removed by ripping wittr D-9 tactor in good repair with single tootl hydraulic ripper are considered as unclassified excavation. 4. Rock Excavation: Rock formations which cannot be excavated without blasting. Includes removal and disposal of all rock. 5. Backfill and Embankment: Embankments, including preparation ofarea upon vihich they are to be placed, dikes within or outside right-of-way, Placing and compacting approved rnaterial within areas where unsuitable materials have been removed. Placing and compacting of material in holes, pits and other depr€ssions to lines and grades shown on drawings. Use only suitable materials in construction of ernbanlanents and backfills. 6. Borrow: Backfill or ernbankrnent material which must be acquired from designated bonow areas to make up deficiencies which cannot be completed tom excavation within work limits. Borrow material must be agreed to by Engineer. 7. ProofRolling: Applying test loads over subgrade surface by means ofheavy pneumatic-tired roller ofspecified desiga, to locate weak areas in subgrade. Gore Creek Residences - Residential Vail, Colorado 03 January 2005 Earthwork 02300-1 I I I T I I t I I T I t t I I t I I L 2. 1.02 SUBMITTALS A. Permits: Town of Vail Public Way Permit Stormwater Discharge Pernit (NPDES) Construction Dewatering (MDES) PART2PRODUCTS 2.OI FILLANDEMBANKMENTMATERIAL A. Aly suitable material or borrow as defmed above. Free-running water shall be drained from materials before placement. 2.02 CONSTRUCTIONWATER A. Acceptable water shall be provided at Contractor's expense. PART 3EXECIITION 3.OI EXCAVATION A. Unclassified Excavation: All excess or unsuitable excavated materials, including rock and boulders, tbar cannot be used in backfill and embanlsnents, shall be placed in dasignated disposal areas or disposed of offsite. Where sbown on drawings or considered necersary, cotrstruct intercepting ditches above top of cut slopes and carry to outleB near ends ofcuts. To blend intersection of cut slopes with slope of adjacent natural grouad surfaces in uniform manner, shape tops ofall cut slopes, except those in solid rock, for flattening and rounding in accordance with details shown on drawings. Trsat earth overburden above solid rock cuts in same manner as earth cut. Engineer reserves the right to change cut slopes during progress ofexcavation. Scale all exposed rippable rock cuts ofloose, potentially falling rock at Contractor's exoense. 3.02 PROOFROLLING A. Proof rolling will be required to determine whether certain areas of subgrade meet compaction requirements. Proofroll designarcd areas with heavy rubber-tired roller approved by Engineer. Areas found to be weak or fail the tcst shall be rcpaired in accordance with recommendations by the Engineer. 3.03 SIJBGRADEPR.EPARAfiON A. Adjust completed subgrade from slope or grade stakes to assure surface width conforms to typical section, dimensions, lines, and grades on drawings. Compact subgrade in accordance with compaction requirements. 3,M EMBANKMENTANDFILLCONSTRUCTION A. Place earthfill materials for backfill or ernbankrnent in thin horizontal layers and compact as specified before next layer is placed. Use efiective spreading equipment on each lift to obtain uniform thickness prior to compacting. As compaction of each layer progresses, continuously level and manipulate to assure uniform density. Add or remove water as necessary to obtain maximum density. When directed by Engineer, remove excess moisture in bridging across steams, ponds, and swampy grould. Place embaolcrnent in layers not greater than 12" which have been demonstrated to meet compaction standards. Gore Creek Residences - Residential Vail, Colorado I 03 January 2005 I Earthwork 02300-2 I I I I I I I I t Occasional cobble pieces ofexcavated roclc to 6", may be placed in earth filI ifagreed to by Engineer. Space large rocks so compaction of earth fill will meet compaction requirements. B. When embankment is to be placed and compacted on hillsides, or when new embanlonent is to be compacted against existing embankments, or when embankrnent is built one-halfwidth at a time, slopes which are steeper than 4: I measured longitudinally or at right angles to roadway shall be continuously benched over as work is brought up in layen. Benching shall be well keyed into existing slopes a minimum of I' wide. Begin each horizontal bencb at intersection of original ground and sides of previous benches. Material benched shall be excavated and recompacted along with new embankrnent material at Contractor's exDense. C. Rock fill embanlcnent material consists predominantly of rock 6" in diameter placed in loose lifts up to average rock dimension. Placing of occasional boulders of sizes larger than maximum layer thickness may be agreed to by Engineer provided material is carefully placed, large stones well distributed and voids completely filled with smaller stones, earth, sand, or gravel. Level and smooth each layer with suitable equiprnent, distributing soils and finer fragments of earth. Wet each loose layer as necessary to facilitate compaction prior to placing additional lifts. Embankment above an elevation of2'below frnisbed subgrade shall be composed ofsuitable material smoothed and placed in layers not exceeding 8" in loose thickness and compacted as specified. D. Rernove all sod and vegetable matter from surface upon which embalkment is to be placed. Completely break up cleared surface by plowing, scarifying, or stepping a minimum of 6" to insure a bond between embankment and original ground. Recompact to specifications. E. Frozen materials shall not be used in construction of embankrnents. F. During construction maintain area in such condition that it will be well-drained at all times. G. At the end ofevery construction day all fill areas must be flat rolled to provide proper drainage, BORROW A, Provide test pit if required by Engineer to evaluate acceptability and limits of source at Contractofs exDense. If more borrow is placed than required, amount of ovemur will be deducted from borrow volumc. Contractor shall notiry Engineer at least 10 working days in advance ofneed before opening borrow area. Strip all borrow pits of sod, topsoil, and unsuitable materials. Restore borrow area, grade and shape to provide proper drainage before placement oftopsoil, to the satisfaction of the Engineer. 3.06 DISPOSALOFMATERIALS A. Deposit all surplus materials or unsuitable materials in such places as designated on drawings or approved by Engineer. Deposit all waste material in designated waste areas. Grade and shape disposal site. Complete topsoil and reseeding ofsite ifrequired. Where disposal sites are not designated, remove and dispose of all waste material offsite. 3.O7 COMPACTIONREQTJIREMENTS A. Thoroughly scariff surface upon which embankrnent is to be placed to depth of6". Gore Creek Residences - Residential Vail, Colorado 03 Januarv 2005 I I I t I I 3.05 I I I I Earthwork 02300-3 Compacted fill may consist of tbe natural sand and gravel, existing on-site gravelly sand fill free of deleterious material, or approved imported frll. Deleierious material includes building materials, trash, topsoil, organics, etc. The imported fill may consist of non-expansive silty or clayey sands or gravels with up to 15 percent passing the No. 200 sieve and a maximum plasticity index of 10. No gravel or cobbles larger than 6 inches should be placed in fill areas. Fill areas should be stipped ofall vegetation and loose soits, and then scarified, moisnue treated, and compacted. Fill should be placed in thin loose lifts; moisture treated, and compacted as shown in the following table. The required compaction varies for the given use of dre fill. All stmcnual fill placed below foundations shall have the following characteristics: The structural fill shall be compacted using a vibralory compactor and should be compacted to at least 98 percent of the standard Proctor density (ASTM D698). END OF SECTION Gore Creek Residences - Residential Vail, Colorado 03 Januarv 2005 I I T I t t I t t I I I I I t I I I02300.4 Required Compaction Use of Fill Percentage of the Sundard Proctor Maximum DryDensity (ASTM D-698) Percentage of the Modified Proctor Maximum Dry Density (ASTM D-I557) Percentage of the Optimum.Moisture Content (ASTM D- 698 or D-l55Dr Below Structure Foundations 98 95 -2 to +2 Below Slab-on-grade Floors 95 90 -2 to +2 Utiliw Trench Backlill 95 90 -2 ro +2 Utility Trench Backfill Below Structure Foundations 98 95 -2 to +2 Backfi ll (non-strucnrral)95 90 -2 to +2 NOTES: I . For clay soils the moisture content should be 0 to +2 percent of the optimum moisture contenL For gmnular soils the moisture content should be -2 to +2 of the ootimum moisture c,ontent. Sieve Size Maximum Percent Passing (o/o) Upper Limit J 100 LowerLimit No.4 5 Earthwork I I I I sEcrIoN 02370 I EROSION AND SEDTMENTATION CONTROL ! PART IGENE,RAL ., I.OI DESCRIPTION I A. Work Included: Excavation, grading, and installation of riprap, filter material, jute netting, sraw bale sediment barriers, and all necessary appuftenances. B. Related Work: l. Site clearing: Section 02230 2. Earthwork: Section 02300 3. Storm Drainage: Section 02630 4. Topsoil and Revegetation: Section 02921 I t.02 SUBMTTTALS I A. Test Reports: If requested, fumish copies of tests from certified and acceptable testing laboratory I l. Gradation and Soundness ofRiprap. I 2. Gradation of Filter Material. I PART2PRODUCTS I z.o, RTPRAP -A. Hard, dense, sound, rough fractured stone meeting AASHTO T 85 . Excavated shot rock may be used if agreed to by the Owne/s representative and the Engineer. Neitber breadth nor thiclness 6fsingle stone to be less than one-third its length. a Nominal Size Min. Volume Min. Weight I 9' 0.25 cF 3o lbs.r l2u 0.5 cF 75 lbs. I 8" 1.8 CF 250 lbs. 24" 4 CF 600 lbs. I Size of stone and total thiclcress of riprap as shown on drawings. Sone well graded so voids can be' filled, and at least 50% ofmass equal to or larger than size called for on drawings. -r z.o2 FILTERMATERIAL f A. Aggregate Filter: Conform to following gradation:a Sieve Size Percentage by Weight Passing I Square Mesh SievesI t)0" lSlrt .r No.4 0-20 No.200 0-3 I Erosion and Sedimentation Control A2370-t Gore Creek Residences - Residential I Vail, Colorado I 03 January 2005 I I I T I I t I T t 2.05 2.03 FILTER FABRIC 2.04 PART 3EXECfTTION 3.01 FILTERFABRIC 4.0 ozJyd 15 mils 130 lbs. 620/o 125 psi 701b. 0.02 cm/se 4.80 gaVmin/ft 7G100 U.S. Sieve ASTM DI9IO ASTMDI777 ASTM DI682 ASTM DI682 ASTMD7742 ASTM 2263 CFMC CFMC ASTMDl22 Manufactured especially for stability of erosion control construction. Made from polyethylene and polypropylene yams, in accordancc widr following: ruTENETTING A. Heavy-woven jute mesh of a rugged construction. Made ofundyed and rmbleached, twisted jurc fibers, having smolder resistant treaurcnt. Provide in mlls 225'by 4'wide containing 100 square yards weiehing approximately 90 pomds. SILT FENCE A. Silt Fence Fabric: The fabric shall meet the following specifications: Fabric Prooerties Minimun Acceotable Value Test Method Grab Tensile Strength (bs) 90 Weight Thickness Grab Stength Elongation Break Burst Strenglh Trapezoid Tear Suength Water Permeability Water Flow Rate Equivalent Opening Size Elongation at Failure (7o) Mullen Bust Saength @SI) Puncture Strength (lbs) Slurry Flow Rate GaVnin/sD Equivalent Opening Sizc Ultraviolet Radiation Stability % 50 190 40 0.3 40-80 90 ASTM DI682 ASTMDI682 ASTM D3786 ASTM D75l (modified) US Std Sieve CW-02215 ASTM.G-26 B.Fence Posts (for fabricated units): The length shall be a mini'nurn of 36 inches long. Wood posts will be ofsound quality hardwoodwith a minimum cross sectional area of3.0 square inches. Steel posts will be standard T and U section weighing not less than 1.00 pound per linear foot. Wire Fence (for fabricated units): Wire fencing shall be a minimum l4-l/4 gage with a maximum 6" mesh opening, or as approved. Prehbricated Units: Envirofe.nce or apprwed equal may be used in lieu of the above method providing the unit is installed per rnanufacturefs instructions. c. D, l t I Place fabric over shaped surface loosely where, when large stones are placed, they will not cause stretching of hbric beyond elastic limits. Overlapjoining sections 2'at edges. Securc overlapped edges to subgrade with cinch pins. Ifriprap is dropped, place aggregate bedding 2" thick over fabric. Place riprap in a manncr that frbric will not be damaged by stretching, punching, or ripping. Gore Creek Residences - Residential Vail, Colorado 03 January 2005 T T T IErosion and Sedimentation Control 02370-2 I I I I 3.02 RIPRAP A. Reasonablywell-graded from smallestto maximum size specified. Stones smaller than l0% ofsmallest size not permitted. Contol gradation of riprap by visual inspection to assure thickness of riprap conforms with drawings. B. Hand Placed: Rectangular to facilitate butt placement. Fill openings with loose, well-graded road aggregate base material. I 3.03 FILTERMATERIALI A. Wet subgrade, reasonably shape, and compact prior to placing filter material. Filter material may be backdragged with loader bucket to a reasonably smooth surface for placement to lines and grades of I drawings. .- 3.04 WATERBARS/INTERCEPTOR TRENCHES L 7 A. Construct ditch in accordarce with drawings. Flow line ofwater bar not steeper than I o/0. Discharge on existing vegetated slopes alternately to avoid erosion. I 3.05 STRAWBAIT SEDTMENTBARRIER A. Use straw bale barriers at storm drain inlets, across minor swales and ditches, and other applications where barrier is of temporary nature. Bind sraw bales with nylon or baling ivire, not twine. Anchor bales to ground with two posts per bale. I A. Start jute roll at top of slope or channel and unroll down grade. Lay second stip parallel to first and allow2" overlap. Bury top end of roll in trench, minimum 4" deep. Anchorjute roll to earth surface with stakes of8 gauge steel, 8" long, approxim ately 12" apart. Staple outside edges4'to l0'apartand along overlap edges. Overlap end rolls by 4" and anchor securely. t 3.07 cHEcKDAMStA. Install bottom of check dam at least 6" below maximum depth of newly graded channel. Extend to 6" 1 above maximum design water depth. Install materials in accordance with drawings. t 3.08 FILTER BERM/sEDIMENT PoND A. Field consruct berm as directed by Engineer. Place washed aggegate with 2 top and 3: I side slopes extending to bottom of channel. Berrn to retain sediments by retarding and filtering runoff. Place sand on face ofberm for firture replacement of filter material. Construct in accordance with I 3.06 rurENErrrNG | 3.oe ,,rtr;::t' l I t A. Lsall silt fence in accordance with drawings. ENDOFSECTION - Erosion and Sedimentation Control A2370-3 Gore Creek Residences - Residential Vall, Colorado I 03 January 2005 I I I SECTION 02510 WATER DISTRIBUTION PART ICENARAL I l.0l DESCRTPTTON I A. Work lncluded: Excavation, backfill, bedding, and installation ofpipe, valves, fittings, fire hydrants,I vaults, service lines, curb stops, valve boxes, pressure reducing valves, meters, and all necessaryI' appurtenances. I B. RelatedWork:t l. Site Clearing: Section 02230 ,l 2. Topsoil and Revegetation: Section 029217 C. Definition:ilI l. Trench Excavation: Excavation of all material encountered along fench other than rock excavation. 2. Rock Excavation; All solid rock formations which cannot be reasonably broken by a backhoe ' with 3/4 cubic yard bucket with bucket curling force and stick crowd force of 35,000 lbs. each, ,l and requiring drilling and blasting. I D, Eagle River Water and Sanitation District Specifications: All work shall conform to the standard specifications for water lines as adopted by Eagle River Water and Sanitation District. t t.o2 SLIBMTTTALS A. Submit shop drawings or product data showing specific dimensions and construction materials for:I I |. Valves and Valve Boxes ' 2, Fittings r 3. Fire Hydmnts f 4. vauttst 5. Service Lines If 6. Meters r B. Test Reports: Submit laboratory gradation tests for bedding and trench stabilization materials, concrete mix desip, and compression test. I . Permits: Submit copies of all permits issued for project. I D. Certificates: Submit copies of acceptance from Health DeparEnent prior to placing water system in service, I Water Distribution 02510-1 Gore Creek Residences - Residential I vail, coloradoI 03 January2005 I.O3 JOB CONDITIONS / A. Environmental RequiremenB: Except by specifc written authorizatioq cease concreting wben descending air temperahre in shade and away from artificial heat falls below 35 degrees F and there is frost in subgrade. When concreting is permitted during cold weather, temperature ofmix shall not be less than 60 degrees F at time ofplacing. PART 2 PRODUCTS - All naterials shall conform to the local water district's speclflcations. 2,OI PIPE AND FITTINGS All ductile iron pipe and fittings used sball meet the latest AWWA Specifications. A. Pipe I I I I I I t l I I I I I t I I I t I l. ,' 5. 5. 6. Water Distribution Ductile Iron Pipe: AWWA Cl51, working pressure 350 psi, minimwn thickness class 52, with cement-mortar lining, AWWA C 104. Bitumi:rous outside coating one mil thick. Pipe joints, push-on type utilizing rubber ring gasket, AWWA C I I l. Polyvinyl Chloride Pipe and Couplings: AWWA C900, working pressure 200 psi, with push- on joints ASTM DI869. six inch (6"), eight inch (8") and twelve inch (12") PVC water lines shall be Class 200 dimension ratio I 4 @R I 4). PVC pipe may be used only in corrosive areas and in tbe Edwards Metopolian District provided the shtic water pressure does not exceed I 70 psi. Installation of PVC pipe in corrosive areas must hav€ prior written authorizations from tbe District. Steel Pipe: All steel pipe and fittings shall be fibricated in accordance with AWWA C200 Sundard for Steel Water Pipe-eight inches (8') and larger-and AWWA M-l I Stcel Pipe Manual. Working pressure shall be 350 psi. All material used shall be acceptable under ASTM ,4.283 Stadard Specification for Low and lntermediate Tensile Srength Carbon Steel Plates ofSructural Qualiry or ASTM A3 6 Standard Specifications for Structural Steel. For mill-type pipe, all material used shall be acceptable under ASTM A53 Standard Specification for Pipe, Steel, Black and Hot-Dipped, Zinc-Coated Welded and Seamlcss. All fittings shall be fabricated from tested pipe and dye checked in accordance with AWWA c208. All steel pipe and fittings shall be prepared, primed, lined, coatcd, painted or wrapped as hereinafter specified: a. Exterior Surfaces - Tape coating system confonaing to AWWA C209 and C214. b. Interior Surfaces - Cement-mortar lining conforrning to AWWA C205. HDPE Pipe: With authorization from the engineer and approval by tbe Disrict, this pipe may be used as an altemative in those applications where "hot soils" are determined to bc found. Fittings: Fittings shall be made of ductile iron and in accordancc wi& the requirements of AWWA C153, pressure rating 350 psi. Mechanical joints shall confomr to AWWA Cl I l. Bolts and nuts shall be low-alloy steel. All fittings shall be cement-mortar lined, AWWA C 104. Bituminous outside coating shall be a minimum of one-mil (l) thick. Joint Restaint Devices: Ioint resraint devices shall be made of ductile iron. Twist-offnuts, sized the same as the tee-head bolts, shall be used to ensure proper actuating of restaining Gore Creek Residences - Residentlal Vail, Colorado 03 January 2005 02510-2 d. I I I I I I T I t I t I l I I I I I devices. Joint restraint devices shall be EBAA lron, Inc., Megalug Series I 100 or 1700 or Un- Flange Corp- Series I 400 for new pipe resraint aad EBAA kon Sales, Megalug Series I l00SD or I l00HD or Uni-Flange UFR!300-C or UFRI390-C for existing pipe restraint or accePted equal. Solid Sleeves: Solid sleeves shall be made of ductile iron, rnccbanical joint, long body. Sleeves shall have a minimum pressure rating of 350 psi. Where a solid sleeve is used to join rwo pieces of pipe of the same diameter, a "wedding band" is to be inserted between the two pipes inside ofthe solid sleeve. Tapping Sleeves: Wet taps shall only be made with the use of a tapping sleeve. The District will allow epoxy-coated Smith Blair 620, Mueller H304, JCM 4 12 or equivalent. No tapping sleeves will be allowed for any application with a working pressure of 150 psi or higher. For those applicatiors where working pressure exceeds 150 psi, the District will require the use ofa tee. B. Fittings Fiaings shall be ductile iron and in accordance with the requirements ofAWWA C153, pressure ratilg 350psi. Mechanical joints shall conform to AWWA C111. Bolts and nuts shall be low-alloy steel All fittings cement-mortar lined, AWWA C104. Bituminous outside coating one mil thick. 2.02 VALVES The valves shall be the same size as the main. A. Gate Valves Gate valves shall be Mueller A-23 60, Waterous AFC-2500 or U.S. Pipe MeFoseal wilh an €poxy-coated interior and exterior cast iron or ductile iron body, pressure rating 250 psi, bronze-mounted, AWWA C509. Resilient seat (wedge) rubberencapsulated gate, flanged or mechanicaljoint as required. Valves with ring stem seal, two-inch (2") square operating nut, open left must be used. Resilient wedge gate valves on all pipe sizes :rp to and including 12 inches are required. Direction of Opening: All valves are !o open left. Specifications: Gate valves in sizes through rwenty-fow inches (24') shall be ofthe iron bodn non-rising bronze stern, resilient seated wedge tlpe manufrctured to equal or exceed ANSVAWWA Standard C509-80 and the specific requirements outiined in thase Special Provisions. Valves shall have a bottle-tight working water pressure of 250 psi with zero leakage and be capable of flow in either direction. End connections shall be mechanical jolnt aad shall be furnished with all necessaryjoint materials. Valve openings shall be fumished and installed with valve stacla and covers in accordance with locarc water district specifi cations. Valve body, bonnet, stuffing box and disc cast shall be manufactured of either gray or ductile iron. The exterior ofthe valve shall have epoxy coating per AWWA standards, applied to the ferrous parts of the valve, exc€pt for finished or seating surfaces. Gore Creek Residences - Residential Vail, Colorado 03 January 2005 Water Distribution 02510-3 I t l I I I I I I I I t I I I I I B. (-. D. F. All intemal ferrous metal surfaces shall be coated with a two-part thermosetting epoxy coatinB. The coating shall be non-toxic, impart no taste to rrater, protect all seating and adjaoent surhces from corrosion and prevent build-up ofscale or tuberculation. The valve shall be strucorally designed so that if excessive torque is applied to the stem in the closing direction, with the disc seated, failure ofthe pressure retaining parts does not occur. Stem hilure under such conditions shall occur externally at such a point as to enable the stem to be safely tumed in the opening direct by use of a pipe wrench. Valve Boxes Valve boxes shall be Tyler 666E-2. All buried valves shall be provided with a six-inch (6') cast iron" valve box, screw t1pe. The valve box shall be of a design which will not transmit shock or stress to the valve and which shall have enough extension capability to be raised to final street grade. The valve box shall be cast iron, adjustable screw tlpe, with minimum five-inch (5") diarneter shaft provided with cover, marked "Water". Pressure Reducing Valves All pressure reducing valves shall be CLA-VAL 92G-OIABXCKDS as appropriate and determined by the Engineer. In addition, the PRV is to have the following features: l. Pressure reducing pilotry with pressure control ranges for correct valve operation where installed. Pilot material shall be bronze body only, brass and stainless-steel trim. Tubing shall be copper. 2. Epoxy coated interior and exterior suitable for potable water contact. 3. Dura-clean stem design shall be installed. 4. Valve opening shall be regulated by means ofa "spe€d control valve" for flow control. 5. Ductile iro4 globe body, mininum 150-pound ANSI flanges or as may be required by sptem pressures, bronze trim. 6. Pilotry flow-clean strainer and minimum of thrce (3) pilot cocks, Pressure Reducing Valves-Bypass Line The PRV shall be CLA-VAL 90{l valve, sized appropriately to allow low flow to bypass around the main PRV. The valve shall have a ductile iron globe body with screwed eads. Pilotry is to be equipped with a flow wye strainer and isolation oocks. Air Releasey'Vacuum Valves Shall be an APCO air vacuum combination valve sized by the engineer as manufachued by Valve and Primer Corporation or an equivalent valve that has been approved by the local water distriot. The valve shall have a cast iron body, cover and bafle with a stainless-steel float. The seat shall be fast€ned into the valve cover, without distortion and shall be easily removed, ifnecessary. Air release/vacuum valves shall be installed at all high points in the system on any main line extensions. Check Valves Golden-Aaderson Silent Check Valve (Figure 280). Bronze mounted, AWWA C508. High stnength cast iron gate with broue gate ring. Bronze, back-faced seat ring. Solid bronze Y-shaped hinge. Gore Creek Resldences - Residential ,J*".,H;3; IWater Distribution 02510-4 I I I t t I 2,03 FIRE HYDRANTS 2.O4 SERVICE LINES Fire hydrants shall be Mueller Centurion A423, Kennedy KSIA-250 certified, AVK Series 2700 or 2780, Waterous Pacer or U.S. Pipe M-94 which conform to AWWA Standard C502 with a working pressure of 250 psi. They also shall be six-inch (6') mechanical joint inler, minimum 5 t/r inches, compression-type main valve that closes with pressure, two 2 % hose nozzles, one 4t/z-inchpump nozle, nozzle threads ANSI826. Nozzles must be easily replaceable in the field with standad tools. Operating and cap nuts must be ltlz-inch, Number 17 National Standard hex main valve which open to the LEFT. An arrow cast on top ofhydrant shall indicate direction opening. These shall be a breakable section that permits clean break at or near ground level, preventing water loss in case of breakage. Working parls must be removable for maintenance or repair without excavation. Also required are operating mechanism non-wetting, oil reservoir lubricated, with O-ring seals and barrel drain bronze mounted with at least two (2) outlets, which operate automatically witlr main valve. Fire hydrants must be installed at the end of all main lines. Finish grade of the fire hydrant shall be twelve inches (12") below the flange for fu:al grade and paving inspection. Fire Hydrant Extensions New Installations: All new installations shall be insalled at the standard 7-foot to 9-foot of cover measured from the top ofthe pipe to finish grade. AII fire hydrants shall consist ofa single solid shaft. No fire hydrant extensions will be allowed. Any special circumstance will require written approval from the local water disrict prior to imtallation. Existing Fire Hydrants: No more than one (l), two-foot (2') long, fire hydrant grade extension (extension section) shall be used or installed on fre hydrant assemblies. All hydrants shall be installed with a guard valve to isolate the hydrant for repair while maintaining service to main. No service line taps will be allowed between the guard valve and hydrant. Guard valves shall be installed on the tee offof the water main. The maximum distance from the guard valve to the fire hydrant shall not exceed fifty feet (50') Fire hydrants shall be installed at the end of all dead-end mains. Fire Hydrant Marker Flags Install fire hydrant marker flags for all newly constructed fire hydrants. The required flat is a Nordic Flex Flag, FF2-72 inches. T I I I I I I l I I I I I B. c. B, Copper Tubing Tlpe "K", ASTM 888. Connections to be compression or silver soldered. Corporation Stops Mueller 300 Ball Valve No. B-25008 or 825028. AWWA C800. An brass construction with compression connection, McDonald No. 4701 BT or 4704 BT, AWWA C800. Ford cc/comp FB-1000-G Ford lPSicomp FB-l l0GG Gore Creek Residences - Residential VaiI, Colorado 03 January 2005 Water Distribution 02s1{L5 I I I I I I I I c. D. E, 2.0s Curb Stops Mueller 300 Ball Curve Valve No . 25209, FordB44 with compression connections, AWWA C-800. McDonald Batl Curb Valve - 6100 T, AWWA C800. Curb Boxes For curb stops up to I ": Mueller H l 03 14 with 89982 lid or McDonald 5601 with 560 I L lid. For curt stops larger than l": MuellerHl0314 with 89982 lid and Tyler 6500 Series Enlarged Base #144809 or McDonald 5603 wi$ 5601L lid. Shaft diameter shall be l" and the top of the shaft shall be a minimum of 18" from frnal gra.de and lid. Saddles DuctitelronSaddle: MuellerDE2A,JCM402,Smith&Blair313,FordF202,McDonald3825,3826 or equal and approved by the District. The saddle must have a double flat strap design with ductile iron bodv. Said saddle must confom to AWWA C800. METERS Rockwell SR Compound Meter A. All services are required to have a positive displacement Rockwell meter with ECR touch-read pad. Confonnance pcr AWWA C702 Standard for Cold Water Metcrs - Compound Type. Compound Meter type will be determined by the District. Installation must be in freeze-proof, accessible area. A telephone jack must be installed within five feet (5) of Ore meter to provide for future automated meter reading. kutallation will be near floor level in a horizontal position. Isolation valves shall be located before the PRV and after the meter (i.e. valve, PRV, meter, valve). Customer shall install wire from meter locatioa to touch-read pad prior to meter irstallation. Touch-read pad will be located on stroet side ofbuilding, five feet (5) above tbe ground in an accessible location fiee from snow. Master Meter Vaults: Atl master meter vaults will be required to have a six inch (6") Roclsrrell turbine meter with a two inch (2") positive displacement low flow meter. The Contactor will be required to submit a piping schernatic to the District and Engineer prior to any installation. Refer to Dctails for additional information. l. 2. J. SR SR2 I I4. I I ! I t I I B. c. D. E. F, G. Gore Creek Residences - Residential Va[ Colorado IO3January2fl)5 t Water Distribution 02510-6 I I I t I I t I I I I I T I I t I l I 2.06 BEDDING 2.07 3/4' Screened Rock (CDOT Table ?03-l, Number 7) Total Percent Passing bY Weight 100 ?3:13' 0-15 0-5 3/8" Screened Rock (CDOT Table 703-1, Number 8) Total Percent Passing by Weight t00 85,100 l0-30 0-10 0-5 Granular material can be 3/4" -inch or 3/8"-inch screened rock or class 6 aggregate base course (ABC) as defined by the Colorado Departnent ofTransportation (CDOT). The bedding material shall be fiee of corrosive properties and shall conform to the following gadation limits when tested by means of laboratory sieves: Road base must have 950/o compactiorL at +A 2% optimum moistue content prior to installation of any pipe. All bedding shall be tamped to the spring line of the pipe. local water district persomrel shall inspect all installations prior to backfilling. Laboratory Maximum Density: Laboratory maximum derxity ofsoil shall be daermined by ASTM D lssT-78. Field Density Derxity ofsoil shall be determined by ASTM D- 1556-56 sane cone method, or byASTM D-2922-81. nuclear method. Sieve Size 3/4 inch l/2 inch 3/8 inch No.4 No.8 Sieve Size I/2 inch 3/8 inch No.4 No.8 No. 16 B. In specific areas, such as where access is extremely limited, the use of on-site materials may be allowed and when used, must be on-site l% inches minus well-graded screened material, free from organic materials, chunks of soil, frozen material, debris or other suitable materials. Use of on-site bedding material must have prior written Disrict and Engineer approval. TRENCHBACKFILL Backfill with same materials excavated from work limits unless unsuitable. No rocla over six inches (6") in diameter in trench. Gore Creek Residences - Residential VaiI, Colorado 03 January 2005 Water Distribution 02510-7 2.08 NON-DETECTABLE MARKING TAPE The installation of"blue" marking tape is required on all water mains and service lines. The tape shall be installed approximately twenty-four inches (2') above the main or line. The tape shall meet the following specifications: A. Four (4) mil thick PVC material. B. Solid "blue" color with black lettering C. Six inches (6") in widtr 2,09 CONCRETE MATERIAL A. General: All materials shall be fumished from sourbes agreed to by the Engineer. B. Cement: ASTM C-150 for Portland Cement, Type II. Cement which has become partially set or contains lumps of caked cernent shall be rejected. C. Aggregate: ASTM C33. D. Water: Water used in mixing or curing concrete shall be clean and fiee fiom oil, acids, salt" alkali, or organic materials harmful to concrete. 2.IO CONCRETE MIX A. DesignMix l. Proportions Cement 5-112 sacks per cubic yard Coarse aggregate - 43olo Water - 5.5 galloDs per sack Maximum sizn aggregate - 314" 2. Slumo: 4" maximum 3. Strength: Minimum 3,000 psi at 28 days 4. Air Content: 5o/o - 7o/o B. Job-Mixed Concrete Mixed in drum mixer conforming to Concrete Paving Mixer Standards of Mixer Manufacturers Brreau ofAssociated General Contractors ofAmerica, Mixershall be capable ofcorrbining aggregateg cernent, and water into thoroughly mixed and uniform mass. Discharge entire contents of drum before recharging. Continue mixing of each barch for not less than | 0 minutes after all materials are in drum. . C. Ready-Mixed Concrete Proportioned, mixed and hrlsported in accordance wittr ASTM C94. Any concrete not plastic and workable when it reacbes project shall be rejected. 2.II POLYETHYLENEENCASEMENT When required by the District, a polyethylene encasement material shall be manufrctured in accordance with AWWA C 105, with ttre following additional requirements. The raw material used to manuhcturc poly€thylene film shall be Type l, Class A, Grade E-I, in accordance with ASTM D-1248. Gore Creek Residences - Residential Vail, Colorado 03 Januatj 2005 I I I I I l I t I I l I I T I t I ! IWater Distribution 02510-8 A. B, c. I t I I I I I t I I I I I l I I I I I 2.T2 THRUST BLOCKS AND ANCHORS Concrete thrust blocks and anchors shall be sized for the internal pipe pressure and soil bearing capacity. Standard sizes and shapes ofthrust blocks and anchors are sho'r.n on the details. No thrustblock shall be smaller than that size required for an eight inch (8") main. Thrust reaction blocking shall be concrete ofa mix not leaner than I part cement to 2- l/2 parts sand and 5 parts stone, and having a compressive strength ofnot less than 3000 P.S.I. afrer 28 days. Megalug joint resbaint devices shall be used in conjunction with tlrust blocks. Al1 thrust blocls shall be forrned in accordance with the local water district's specifications. See detail. The Water District shall irupect all ftrust blocks. 2.t3 PRESSTJRE REDUCER VAULTS All proposed insallations shall be "factory-built" vault including the appropriately sized main line inlet and outlet. PRV installations shall include an appropriately sized manual bypass with an approved gate valve; two (2) appropriately sized CLA-VALModel90G-0IABK pressure reducing valves with approved isolating gate valves, All vault installations shall include a 1201240-volt power panel; all assembled, tested and painted. Minimum dimensions of the vault shall be 7' (H) x 8' (L) x 6' (W), skid - mounted capsule with Bilco Model MNB-50 access hatch, ladder, fluorescent light, gravity drain in sump, dehumidifier, 240 volt heater, exlaust fan and two (2) magnesium auode packs. All proposed vault installations must be pre- approved by the local water district. 2.t4 CASING SPACERS Carrier pipes to be installed inside casings shall be insalled with self-resraining casing spacers. Casing spacers shall provide axial thrust restraint to prevent pipe joint separation during and after installation They shall also provide dielectric insulation between the carrier pipe and the casing and facilitate installation ofthe carrier pipe into the casing. PART3EXECUTION 3.01 TRENCHING Trench Excavation: Excavate to depths required. Confine excavation to work limits. Rock Trench Excavation: Prior to removal, notiry Engineer of areas requiring rock excavation. Blasting: In general, blasting will be allowed in order to expedite the work if a permit by the local authority having jurisdiction granted. All explosives and appurtenances shall be transported, handled, stored and used in accordance with the laws of the local, state and federal govemments, as applicable. All blasting shall be controlled so as not to injure any existing structure or facility. The prorcction oflife and property and all liability for blasting shall be placed solely on the person or persons conducting the blasting operation. The hours of blasting shall be in accordance witlr the permit of the local authority. Prior to blasting, provide minimum 24-hour notification to Engineer. Gore Creek Residences - Residential VaiI, Colorado 03 January 2005 Water Distribution 02510-9 D. Trench Support: The trench shall be adequately supported and the safety ofworkers provided for as required by the most recent standards adopted by 0re Occupational Safety and Health Administration (OSHA) Standards Board. Sheeting and shoring shall be utilized where required to prevent any excessive widening or sloughing of the trench, which may be derimental to human safety, to the prpe and appurtenances being installed, to existing utilities, to existing structures, or to any other existing frcility or item. 3.02 UNSTABLE TRENCH BOTTOM AND EXCAVATION INPOOR SOIL A. If the bottom ofthe excavation at subgrade is found to be soft or unstable or to include ashes, cinde$, refuse, vegetable or other organic material, or large pieces or fragments ofinorganic nraterial that cannot satisfactorily support the pipe or stnrchre then the Conhacor shall firrtler e>rcavate and remove such unsuitable material. Before the pipe or structure is installed, the subgrade shall be accepted by the Engineer. 3.03 BEDDING A. Install in conformance with drawings. Place from minimum of4" below bottom ofpipe to c€nterline for entire widtlr of trench. 3.04 PIPEINSTALI.A,TION A General: Deliver, handle, store, and install in accordance with the pipe manufacturels recorrmendations and the applicable paragnphs of AWWA C600, AWWA C603, and ASTM D2321. Carefully examine all pipe and fittings for cracks and other defects. Groove in bells of ductile iron pipe to be full and continuous or be rejected. Rernove all foreigr matter Aom interior and ends of pipe and appurtenances before lowering into rench. Carefully lower all pipe, finings, valves, and hydrants into trench piece by piece lo prevent damage to pipe materials, protective coatings, and linings. Do not dump into tr€nch. If pipe cannot be lowpred into tench and into place wi0rout getting earth into it, place heavy, tightly woven canvas bag over each end and leave in place until joints are made. During pipe laying, place no debris, tools, clottring or other materials in pipe. Keep renches free from water during pipe laying and jointing. Dewatering of trench considered as incidental to construction an all costs included in contraa prices. When pipe laying is not in progress, close open ends ofpipe by watertight plug, or other means approved by Engineer. B. Deflection ofPipe: Pipe deflections are discouraged. Do not exceed 50% ofthe deflection limits for each tlpe of pipe as recommended by pipe manufacnuer. C. Pipe Jointing l. General: Cut pipe for inserting valves, fittings, or closure pieces in neat and workrnanlilce manner with no damage to pipe or lining. l.eave smooth end at right angles to axis of pipe. 2, Mechanical Joints: Thoroughly clean last 8" ofspigot and inside bell to remove oil, grit, tar, and other foreign matter. Coat spigot and gasket with solution fumished by pipe manufacturer. Slip cast-iron gland on spigot end ofpipe with lip extension ofgland toward spigot end. Coat gasket with joint lubricant and place on spigot end ofpipe to be laid, wittr thick edge toward gland. Push entire section forward to seat spigot in bell ofpipe in place. Press gasket into plac€ vrithin bell, even around entire joint Move ductile-iron gland along pipe into position for bolting all nuts with suitable torque wrench. Altemately tighten nuts 180 degrces apart o produce equal pressure on all Parts of 8land. I I I I I I I t I I I I I I I I I I Gore Creek Residences - Residentirl ,rt*"t""#;* IWater Distribution 025r&10 I I t I I I I I I I I I t t I t I T I Pipe Size Inches 3" 4"-24" Bolt Size Inches 5/8 114 Range of Torque Ft.-Lb. 45-60 75 -90 3. Push-on Joints: Thoroughly clean exterior 4" of pipe spigot and inside of adjoining bell to remove all oil, grit, tar, and other matter. Place gasket in bell with large round side of gasket pointing inside pipe bell. Apply thin filrn joint lubricant over gasket's entire exposed surface. Wipe spigot end of pipe clean and imert into bell to contact gasket. Force pip€ into bell to manufacturer's jointing mark. 4. Flanged Joints: Thoroughly clean faces of flanges of all oil, grease, and other material. Thoroughly clean rubber gaskets and check for proper fit. Assure proper seating offlanged gasket. Tighten blots so pressure on gasket is uniform. Use torque wrenches to insure uniform bearing. Ifjoints leak when hydlostatic test applied, remove and replace gaskets and retighten bolts. D. Thrust Restraint: Concrete ttuust blocks are requted. 3.05 SANITARY SEWER CROSSING A Normal Conditions: Whenever possible lay water mains over sanitary sewers to provide vertical separation ofat least 18" between inverl ofwater main and crown of sewer. B. Unusual Conditions: Ifabove separation cannot be met, use following: l. Sewer passing over or less than 18" under water main, a. One continuous length ofwatertight pressure pipe C900 PVC 20' long centered on water main. Joints between different pipes encased in concrete 6" thick and extending 6" either side ofjoint; or 2. Water mains passing under sewers: If vertical separation less than 18" provide structural support for sewer, 3.06 TAPPING PIPE A. Use experienced worknen with tools in good repair and proper adapters for size ofpipe being tapped. Dri ing and tapping machines proposed for tapping directly into pipe agreed to by Engineer. Iftap is improperly installed with leakage around tbreads or, in opinion ofEngineer, connection is substandard, provide tap saddle at Contactors' expense. If damage to pipe cannot be repaired by saddle, install approved repair sleeve over injured portion and retap at Contractor's expense' Install corporation stop and couplings, flanged coupling adapters, and service saddles to provide clean seat. Wipe gaskets clean before installation. Flexible couplings and flanged coupling adapter gaskets may be lubricated for installation on pipe ends. lnstall in accordance with manufacnrer's recommendations. Tighten bolts progressively from opposite sides until all bolts have uniform tigbtness. Use torque wrenches or other approved equipment. 3.07 SERVICE IJNE A. Place rue to line and grade in accordance with drawings, from main line to curb stop or meter, in shortest direct route by continuous section ofpipe with no splices. locate l0'horizontally from all sewer lines. Terrrinate near center ofeach lot or as shown on drawings. Gore Creek Residences - Residential Vail Colorado 03 Januarv 2005 Water Distribution 025r0-11 3.08 VALVES ANDITYDRANTS Carefully inspect valve and hydrant before installation. Clean interior. Operate valve and hy&ant to deterrnine parts in proper working order, with valves seating and drain valve operating properly. Set plurnb and securely braced into place. Set hydrant with bury line at finish grade, with hose nozzles parallel to and pumper nozzle facing pavement, at least 6" behind curb or sidewalk and 18" from property line or as shown on drawings. Provide drainage pit having 9 square feet ofsurface area and 2' ofdepth below seep hole. Backfill pits with l-l/2' washed rock to 6" above barrel drain hole. Provide thrust blocking at bowl ofeach hydrant as shown on drawings. Do not obstruct barrel drain hole. Hydrants and valves bacldlled by hsalling I - l/2" aggregate road base to subgrade. Valve boxes centered and plumb over the operating nut. Valve boxes supported by bricks or other means to prevent any shock or stress naasmitted to pipe or valve. Set valve box covers to just below subgrade level to prevent damage during construction of surfacing if applicable. Adjust to grade of surfacing. 3.09 PLUGGINGDEADENDS Install standard plugs or caps at dead ends ofall fittings and pipe in accordance with drawings. Ifdead end is not to be extended, place water service line as near dead end as practical. 3. t0 VAULTS Construct vaults to line and grade shovm on drawings. 3.1I CONCRETEWORK 3.t2 BACKFILL I I I T I I I I I I I I I I I T I T I B, c. B. Placemenc Place to required depth and width conforming to drawings. Place concrete as uniformly as possible in order to minimize amount of additional spreading. Place and consolidate with suitable tools to avoid formations of voids, honeycomb or pockets. Well vibrated and tamped against forms. Retempering: Do not retemper concrete or mortar which has partially hardened by remixing wi0t or without additional cement, aggregate, or water. Provide concrete in such quantity as is required for immediate use. Curing: Protect against loss ofmoistre, rapid temperatwe change, from rain" and flowing water for not less than two days from placement ofconcrete. knmediately after furishing, cover concrete surhce with curing medium which is applicable to local conditions as approved by Engineer. Protect e:<posed edge of concrete slabs by removing forms irnmediately to provide these surfaces with continuous curing reaEnent. One Foot Over Pipe: Use 3/4" screened rock for cover material and bacldll by approved mechanical methods. Cover material shall be clean soil, free tom organic materials, chunks of soil, frozen material, debris or other unsuitable materials. Place and compact starting at top of pipe bedding extending upwards to I' above top of pipe. Place in lifts to a density of 85 to 90%, AASHTO T99. Remainder of Trench: Backfill with same materials excavated fiom work limits unless unsuitable. No rocks over 6" in diameter in trench. Gore Creek Residences - Residential Vail, Colorado 03 January 2005 Water Distribution 02510-12 I I I I t I I I I I I I I I I I I I I 3.I3 COMPACTION A. Demonstrate method of compaction. Engineer will test compacled demonstration section for rmiform density throughout depth ofeach lift. Alter construction methods until acceptable to Engineer. Continue same procedure until significant change in soils occurs, or compaction is not being achieved, then demonstrate new method. B. Compaction requirements for all trenches: l. Predominantly cohesive soils where AASHTO T99 procedures are applicable: Compact uniformly throughout each lift to 95%, AASHTO T99. For granular soils the moistu€ content shall be -2 to +2 ofoptimum moisture content. For clay soils the moisture content shall be 0 to +2 of optimum moisture content. 2. Predominately of rock, to 6" in diameter: Place in loose lifts up to average rock dimension. Placing ofoccasional boulders ofsizes larger tban maximum layer thickness may be agreed to by Engineer, provided material is carefully placed and large stones well distributed with voids completely filled with smaller stones, earth, sand, or gpvel. l,evel and smooth each layer to distribute soils and finer fragments of earth. Wet each loose layer as n@essary to facilitate compaction prior to placing additional lifts. No rocta over 6" in diameter are allowed in the backfill. 3.T4 PAVEMENT REMOVAL AND REPLACEMENT A, Score existing swface with a cutting wheel to create clean break line. Remove and dispose of existing surface and aggrcg te base course. Leave 6" undisturbed subgrade lip on each side of nench. After rench has been backfilled and properly compacted, place aggregate base course in accordance with permit requirements or minimum thickness in these specifications, Compact aggregate base cou$e to 95% AASHTO T I 80. Replace pavement in accordalce with permit reqDirements or minimum thiclgress in these Specifications. Compact asphalt to 95% ASTM D I 559; consolidate concrete with vibrators. 3.I5 FIELD QUALITY CONTROL A, NotiS Engineer at least 24 hours in advance ofpipe being laid in any tench. Cover no pipes until observed by Engineer. Notify Engineer at least 48 hours before pipe is to be tested. B. Hydrostatic Testing L General: Make pressure and leakage tests on all newly laid pipe. Test two or more valved sections not to exceed 1000 feet. Test first section ofpipe laid to verifr ifwatertight. Lay no additional pipe wrtil first test section has passed tests. Furnish the following equipment and ruterials for tests, unless otherwise directed by Engineer: 2 Graduated containers 2 Pressure gauges I Suitable hose and suction pipe as required 2. Testing Procedure: Test each 1000 feet ofline installed while trench is partially backfilled and joints are left exposed for examination for leaks. Do not conduct pressure tests until 48 hours after placement ofconcrete thrust blocla. After pipe has been partially backfilled, slowly let water into line. Vent to allow air in line to be released. Flush line as necessary for cleaning. Leave water in line for 24 hours prior to pressure test. Test at I - I /2 times working pressure, calculated for low point of test section, or 150 psi, whichever is grcater. Valve offpunp and hold pressure in line for test. Test for two hours or as agreed to by Engineer, At end oftest, operate puflp until test pressure is again anained. Calibrate container of water for pump suction to determine amount of water to replace leakage. Gore Creek Residences - Residential Vail, Colorado 03 January 2005 Water Distribution 02510-13 3. Leakage Allowance: Leakage is quantity ofwater necessary to refill line at end oftest period, No installation will be accepted until lealoge is less than: ALLOWABLE LEAKAGE PER IOOO OF PIPE IN GPH I I I T I I I T I I I I I t I t I t t 1 .91 t.79 1.66 l.5 r 1.35 Avg. Test Pressure psi 200 175 150 r25 100 Nominal Pipe Diameter - in. 6810 12 18 0.& 0.85 t.06 1.28 0.59 0.80 0.99 t.l9 0.55 0.74 0.92 l.l0 0.50 0.67 0.84 t.ol 0.45 0.60 0.75 0.90 *For pipe with 18' nominal lengds. To obtain recommended allowable leakage for pipe with 20' nominal lengths, multiply the lcakage calculated from the table by 0.9. Ifpipeline under test contains sectioDs of various diamctcrs, allowable lcakage will be sum ofcomput€d lealogc for each size. Reduce allowable leakage proportionatcly for sections less than 1000 ft. 3.16 FLUSHING AND DISINFECTING A. General: In accordance with AWWA C601. Acceptable chlorine disinfectants are calciumhlpochlorite granules and sodium hlpochlorite solutions. B. Chlorine-warcr solution mcthod: Chlorine Required to Produce 25 mg/L Concentation in I00 feet of Pipe - by Diameter 100 Percent I Percent Chlorine Chlorinc Solution Lb. Gd. Pipe Diameter In 4 6 8 l0 t2 l6 .0 t.3 .030 .054 .085 .120 .2t7 .16 .36 .65 1.02 r.44 2.60 Induce chlorinc solution into pipeline at a continuous feed rate to attaitr a concen6ation of 25 MglLfree . chlorine. C. Chlorination Test: Assure valves are closed on existing slstem to prevent chlorine solution flowing into existing systcm. Retain 25 mg/L chlorinated water in pipeline for minimum of 24 hours. During retention period operate all valves and hydrants to disinfect. At end of24 hour period, ctrlorine in systen to be no less than l0 mgtL throughout length tested. When section bcing tested meets | 0 mg/L chlorine after 24 hours, flush main. Water samplcs taken shall show no coliform organisms. Ifwater in pipe does not meet the goveming health agency requirernenB, repeat disinfection procedrue , at Conmcto/s expense, until requirements arc met. Fumish acceptance forms from goveming agency to Engineer. Gore Creek Residences - Residential Vail Colorado 03 January 2005 Water Distribution 025r0-r4 I I I t I I I I t I I I ,l I I I I T I 3.17 CLEANUP AND RESTORATION A. Restore all pavements, curbs, gutters, utilities, fences, irrigation ditches, yards, lawns, and otlrerstrucnnes or surfaces to condition equal to or better than before work began, and to satisfaction of Engineer. Deposit all waste material in desigaated waste areas. Grade and shape disposal site. Complete topsoil and reseeding of site, if required. Where disposal sites are not designated, remove and dispose of all waste material olf site. ENDOF SECTION Gore Creek Residences - Residential Vail, Colorado 03 January 2005 Water Distribution 02510-ls Ia SECTION 02515 I CONCRETETJNITPAVERS I I PART1 GENERAL I.OI REIATEDDOCI,JMENTS I A. The General Contract Conditions, Drawings, and Division - I Specification sections, apply to Work of this section. I . t.o2 DEScRrPrroN A Provide all labor, materials and equipment necessary to install concrete unit paversrt l.o3 REI-ATED sECTToNS I A. Secrion02?32-RoadwayBase. B. Section 0274 | - Asphaltic Concrete Paving. I c. Division 15 - Mechanical,I I.O4 REFERENCES I A. ASTM C33: Specification for Concrete Aggregates. I B. ASTM Cl36: Method for Sieve Analysis for Fine and Coirse Aggregate. I c. ASTM C 140: Sampling an! Testing Concrete Masonry Units. I D. ASTM C 144: Standard Specification for Aggregate for Masonry Mortar. I E. ASTM C936: Specification for Solid Interlocking Concrete Paving Units. I F. ASTM C979: Specification for Pigments for Integrally Colored Concrete.I G. ASTM D698: Test Methods for Moish:re Density Relations of Soil and Soil Aggregate Mixtures Using a 5.5Jb (2.a9 kg) Rammer and 12 in. (305 mm) drop. I H. ASTM D I 557: Test Methods for Moisture Density Relations of Soil and Soil Aggregate Mixtures Using a lGlb (4.54 kg) Rammer and | 8 in. (457 mm) drop. - I. ASTM D2940: Graded Aggregate Material for Bases or Subbases for Highways or Airports. I r.os euALrrvASsrJRANcEI A. Manufacfuren Company specializing in the manufacture of concrete interlocking pavers for a minimum of 3 years.I r B. Installation shall be by a contractor and crew with at least 3 years ofexperience in placing _ interlocking concrete pavers on projects ofsimilar nature or dollar cost. I C. Installation Contractor shall conform to all local, state/provincial licensing and bonding requlrernenB. r Concrete Unit Pavers 02515- f Gore Creek Resilences - Residential Vail' Colorado I 03 January 2005 I 1.06 SI,JBMITTALS I I I t t I I I I I I I T I I t I I I A. B. C. B. C. B. c. Submit 7 copies ofproduct drawings and data. Submit full size sample sets ofconcrete paving units to indicate color and shape selections. Submit sieve analysis for grading ofbedding and joint sand. Submit test results Aom an independent testing laboratory for compliance ofpaving unit requirements to ASTM C 936. Indicate layout, patter4 and relationship of paving joints to fixtures and project formed details. Substitutions: Substitutions shall be submitted l0 days prior to bid opening for acceptance. InstallaTfootxTfoot(2mx2m)pavermockupforeachpatternasdescribedinArticle3.02. The mockup will be used to determine surcharge of the bedding sand layer, joint sizar, lines, laying pattern(s), color(s), and texture of ttre job. This area shall be the standard from which the work will bejudged. Consideration shall be given with regard to di{ferences in age ofmaterials from time ofmock-up erection to time of actual product delivery. 1.08 DEUVERY, STORAGE, AND IIANDLING Deliver concrete pavers to the site in steel banded, plastic banded, or plastic wrapped cubes capable of transfer by fork lift or clamp lift. Unload pavers atjob site in such a manner that no damage occurs to the product. Sand shall be covered with waterproof covering to prevent exposure to rainfall or removal by wind. The covering shall be secured in place. Coordinate delivery and paving schedule to minimize interference with normal use of buildings adjacent to paving. 1.09 EM/IRONMENTAL CONDITIONS Do not install sand or paven during heavy rain or snowfall. Do not install sand and pavers over frozen base materials. Do not install frozen sand. PART2 PRODUCTS 2.OI CONCRETE TiNIT PAVERS Concrete paven are availiable from the Pavestone Company. Denver, CO: (303) 287-3700 or approved equal. All styles and colors specified are Pavestone, but other manufacturers can produce similar styles and colors. l. Concrete Unit Pavers A Gore Creek Residences - Residential Va[, Colorado 03 January 2005 D. E. F. 1.07 MOCK-UPS Concrete Unit Pavers 02sts-2 I I I I I I I I I I I I I T I I I I t a. On Structure (refer to site details): Plaza Stone Series: 8" square, 60mm thickness; light tumbled finish, Winter Blend Color- Pewter 25Vo, Charcoal25o/o, Gold 25o/o, and Reddish Brown 257o per Pavestone or approved equal. Refererrce construclion plans for pattem and layout. Contractor shall field verify pattern layout with Or,rmer's Representative prior to constnrction. b. On Grade/Asphalt Subbase (refer to site details): Plaza Stone Series: 8" square, 80mm thickness; light tumbled finish, Winter Blend Color - Pewter 25o/o, Charcoal 25o/o, Gold 25Yo, and Reddish Brown 25% per Pavestone or approved equal. Reference construction plans for pattem and layout. Contsactor shall field verify pattern layout u/ith Owner's Representative prior to construction. 2. Concrete Unit Pavers B: Holland Stone Series,4" x8" rectangular 80mm thickness, light tumbled furish, Vail Blend Color- Charcoal 50%, Oaks Blend 30%, and Light Brown 20oZ per Pavestone or approved equal. The soldier course at edge shall be entirely Oaks Blend. Reference construction plans for pattem and layout. Contractor shall field verifo pattem layout with Owner's Representative prior to construction. B. Pavers shall meet the following requirements set forttr in ASTM C 936, Standard Specification for Interlocking Concrete Paving Units: l. Average compressive strength of 8,000 psi (55 MPa) with no individual unit under 7,200 psi (50 MPa). 2. Average absorption of 5% with no unit greater than 7%o when tested in accordance with ASTM C 140. 3. Resistance to 50 freeze-thaw clales when tested in accordance rvidr ASTM C 67. C. Pigment in concrete pavers shall conform to ASTM C 979. D. Material shall be manufactured in individual layers on production pallets. E. Materials shall be manufachred to produce a solid homogeneous matrix in the produced unit. VISUAL INSPECTION A. All units shall be sound and free ofdefects that would interfere with the proper placing ofunits or impair the strength or perrnanence ofthe consuuction. B. Minor cracks incidental to the usual methods of manufacture, or chipping resulting from customary methods of handling in shipment and delivery, shall not be deemed grounds for rejection. SAMPIJNG ANDTESTING A. Manufacturer shall provide access to lots ready for delivery to the Owner's Representative for testing in accordance with ASTM 936-82 for sampling of material prior to commencement of paver placemenL B. Manufacturer shall provide a rninimum of 3 years testing backup data showing manufactured products that meet and exceed ASTM 93G82 when tested in compliance with ASTM C-140. C. Sampling shall be random with a minimum of 9 specimens per 20,000 sq. ft. per product shape and size with repeated samples taken every additional 20,000 sq. ft. or a fraction thereof. D. Test units in accordance with ASTM for compressive strength, absorption and dimensional tolerance. A minimum of3 specimens per test required for an average value. Testing of firll units is preferred. Gore Creek Residences - Residential Vail, Colorado 03 Januarv 2005 2.O3 Concrete Unit Pavers 02515 - 3 2.04 REJECTION A. ln the event the shipment fails to conform to the specified requirements, the manufachrrer may sort it, and new test units shall be selected at random by the Owner's RepreseDtative fiom the retained lol and tested at the expense ofthe manufachrrer. Ifthe second set oftest uniB fails to conform to fte specified requirem,ents, the entire lot shall be rcjected. 2.05 E)GENSE OF TESTS A. The expense of inspection and testing and/or retesting shall be bome $ the Conractor. 2,06 BEDDINGAND JOINT SAND A. Bedding and joint sand shall be clean, non-plastic, free from deleterious or foreign. matter. The sand shall bc natural or manufachrred from crushed rock Limestone screenings or stone dust shall not be used. When concrete pavers are subject to vehicular frffic, the sands shall be as hard as practically available. B. Grading ofsand samples for the bedding course and joine shall be done according to ASTM C 136. The bedding sand shall conform to the grading requirements ofASTM C 33 as sbown in Table l. Table I Gradine Requirements for Beddine Sand ASTM C 33 I I I I I I I I I I I I I I t I I I I c.The joint sand shall conform to fie grading requirements ofASTM C lul4 as slrcwn in Table 2 below: Table 2 Gradins for Joint Sand ASTMC l,l4 Natural Sand Percent Passine 100 95 to 100 70 to 100 40 to75 l0 to 35 2 to l-( 0 GEOTEXTILE FABRIC Sieve Size 3/8 in. (9.5 mm) No. 4 (4.75 mm) No. 8 (2.36 mm) No. 16 (1.18 mm) No. 30 (600 pm) No.50 (300 pm) No. 100(150 pm) Sieve Size No. 4 (4.75 mm) No. 8 (2.36 mm) No. 16 (1.18 mm) No. 30 (600 pm) No. 50 (300 pm) No. 100 (ls0 pm) No.2(X) (75 pm) Percent Passing t00 95 to 100 85 to 100 50 to 85 25 to 60 l0 to 30 2to l0 Gore Creek Residenccs - Residential Vail, Colorado 03 Januarv 2005 Concrete Unit Pavers 02515 - 4 I I I I A. Thermally spunbonded polypropylene, non-\f,'oven, tbin geotextile fabric, 4.0 ozllineal yard vaeight available from Reemay, Inc., 70 OldHickoryBIvd.,OldHickory,TN 37138,800'-3214271, Typar #3401 or equal. Needle punched material is not acceptable. 2.08 PAVEREDCERESTRAINT A. Aluminum Paver Edging, Briclstop 800-565-2599, or approved equal. Install per rnanufrcturer's instructions and as indicated on construction plans. I PART3 EXECUTION - 3.ot ExAMINAnoN I I Veriff that subgrade preparation, compacted density and elelations conform to the specifications. Compaction of the soil subgrade to at least 95% Standard Proctor Density per ASTM D 698 is recommended. Higher density, or compaction to ASTM D 1557 may be necessary for areas subject to continual vehicular traffic. Sabilization of the subgrade and/or base material may be necessary witb weak or saturated subgrade soils. The Owner's Representative should inspect subgade preparation, elevations, and conduct density tests for conformance to specifications. Verifi that geotextiles have been placed according to specifications. Verifo that snowmelt systems have been placed according to specifications. Verify that aggregate base materials, thiclness, compaction, surface tolerances, and elevations conform to tbe specifications. Verify location, type, installation and elevations ofedge resfaints around the perimeter area tobe paved. Veriff that base is dry, uniform, evan, and ready to support sand, pavers, and imposed loads. Beginning ofbedding sand and paver installation means acceplance ofbase and edge restraints. I I I I B. c. D. E. F. G. I I I I t I I I 3,02 INSTALLATION A. B. c. D. E. Place welded wire mesh, insulation, and snowmelt system as shown on construction plans. Spread the sand evenly over the base and screed to a nominal I inch (25 mm) thickness, not exceeding I l/2 inches (a0 mm) thickness. The screeded sand should not be dishubed. Place sufficient sand to stay ahead ofthe laid pavers. Do not use the bedding sand to fill depressions in the base surface. Ensure that pavers are free of foreign materials before installation. Lay the pavers in the pattern(s) as shown on the construction plans. Maintain staight pattern lines. Joints between the pavers on average shall be between l/15 inch and 3/16 inch (2 mm to 5 mm) wide. Fill gaps at the edges ofthe paved area with cut pavers or edge units. Cut pavers to be placed along the edge with a double blade paver splitter or masonry saw. Gore Creek Residences - Residential Vail, Colorado 03 Januarv 2005 F. G. Concrete Unit Pavers 02515 - s I I I I I I l T I I I I I t I t I I I H. 3.03 Use a low amplitude, high frequenc y plate vibntor to vibrate the paven into the sand. Use Table 3 below to select size of compaction ,:quipment: Table 3 Minimum Centrifueal Paver Thiclness 60 mm 80 mm Comoaction Force 3000lbs. (13 kN) 5000 lbs. (22 kN) I. Vibrate the pavers, sweeping dry joint sand into tlrc joints and vibrating until they are firll. This will require at leasl two or three passes with the vibrator. Do not vibrate within 3 feet (l m) of the unrestrained edges ofthe paving units. J. All work to within 3 feet (l m) of the laying face must be left fully compacted with sand-filled joints at the completion ofeach day. K. Sweep offexcess sand when the job is complete. L. The final surface elevations shall not deviate more than 3/8 inch (10 mm) under a l0 feet (3 m) long straightedge. M. The surface elevation ofpavers shall be li8 irrch to li4 furch (3 to 6 mrr) above adjacent drainage inlets, concrete collars or channels. N. The surface elevation ofpavers shall be flush will all concrete curb gutter, concrete steps, concrete bands, and building enhances. Final elevations ofall concrete pavers shall match existing elevatiors at all building faces, steps, and miscellaneous building or site materials to remain unless otherwise noted. The frnal elevations shall not deviate more than % inch. O. The resanding as necessary ofpaverjoints shall be accomplished by contractor for a period of 180 days after completion ofwork. FIELD QUALITY CONTROL AND COMPLETION A. After removal ofexcess sand, check final elevations for conformance to the drawings. B. Contractor shall provide owner with 25 additional concrete unit pavers in each style, size, and color to match installation. Additional pavers shall be provided to Owner in accordance with 1.07. END OF SECTION Gore Creek Residences - Residential Vail, Colorado 03 Januarv 2005 Concrete Unit Pavers 02515 - 6 t I SECTION 02516 I F'LAGSTONE - PARTI GENERAL t l.ol REr-ArEDDocr.JMENTs A. The Geneml Contract Conditions, Drawings, and Division I Specification sections, apply to Work I fthis section. r l.oz DESCRIPTIoN I A. The work in this section consists of fumishing and installation of flagstone pavement over bedding I sand / aggregate base coune / subgrade at landscape areas. I 1.03 RELATED SECTTONS I A. Section 02200 - Earthwork I B. Section 02732 - Roadway Base. I C. Section 02515 - Concrete Unit Pavers. I D. Section02950-LandscapePlanting.I 1.04 QUAUTYASSURANCE I A. Source: Stone shall come &om a single source. B. Install a 4 foot x 4 foot flagstone pavement mock up. This area shall be the standard from which I the work will be judged. Consideiation shall be givin with regard to differences in age of I materials from time of mock-up erection to time of acnral product delivery. I C. Installer Qualifications: Installation shall be by masons and/or skilled workmen with at least 3 I years ofexperience in this tlpe ofstonework on projects ofsimilar nature or dollar cost. I.O5 SIJBMITTALS: f A. Submittals shatl be made in accordance with the Special Conditions of the Contract. The following shall be submitted for the Work in this Section: I B. Samples: Samples shall be submitted for the following: l. Provide a s€t of, at least, five ston€s to define the range and variability of color and show I texhrre, dimensions, marking, chipping, and cracking.r 2 ifrf:',T:Hi?ilF#H;:S5#m'[;:J[H.T#l$il';:'#i.ffi';"3:*" I I C. Materials Certificates: Submit copies of materials certificates for the following: l. Stone: Test results for specific gravity, abrasion, gradation and freezelthaw. The source ofthe stone shall also be stated on test resutts. I I.06 DELTVERY.STORAGEANDHANDLING r .Flagstone 02516 - f Gore Creek Residences - Residentialr oJr""*,""$;3;r A. Care shall be taken in handling, transportation and handling ofstone, so as not to scratch or damage the slone, particularly the naturally weatbered surfaces. PART2 PRODUCTS 2.OI FI.A,GSTONE Stone shall be 'Colorado Buff Sandstone' provided by the Gallegos Corporation, 1097 Spring Creek Road, Gypsum, CO 81637 ,970-524-4322 or approved equal. Stone shall appear naturally weathered; sharp edges shall not be exposed. Sizes ofstone shall be as designated below. The nominal size listed below shall serve as the minimum acceptable dimension on any axis tbrough the approximate center of mass of the stone. Reference construction plans for approximale stone shapes. I . Length: I '{" to 3'-0". 2. Width: l'-0" to 3'-0". 3. Depdu 2 %" min. Prior to the delivery ofmck to the work site, an inspection of the quarry shall be ananged by the Contractor, and shall include the CoDtractor, Owner's Representative, Architec! and Quarry Representative. The quarry shall identiS the rock source and procedures that will be used to stockpile and grade the sizes of stone specified. The Owner's Representative and Architect may tag existing slone to be selected for the project. Upon delivering the stone to the site, Owner's Representative will examine the stone and may reject any determined to be damaged or scratched on the desired exposed faces or unnaturally shaped. These stone shall be rernoved from the site at the Contractor's expense. 2.02 PART 3 BEDDING SAND: Refer to Section 02515 - Concrete Urit Pavers. EXECUTION 3.OI SUBSTRATEPREPARATION A. Stone Over Aggregate Base Course: l. Excavate for placement ofstone, such that top of flagstone will meet grade specified on grading plan and detail. Provide a firm, smooth, unifonn surface. 2. ConFactor shall prepare subgrade in accordance with Section 022fi) - Earthworlc 3.O2 STONE PLACEMENT A. Stone shall be placed as shown on the construction plans and as directed by Owner's Representative. B. Stone shall be placed individually in a manner to avoid displacing underlying materials or placing undue impact force on the underlying materials. Stone shall not be dropped from a height of more than 2 incbes. C. Stone shall be placed in position by the use of suitable equipment for handling material. Dayline buckets and skips shall not be used for placement of stone. Gore Creek Residcnces - Residentiel Vait Colorado 03 January 2lX)5 B. C. I I I t I I I I I I I t I I I I I I I D. E. Flagstone 02516 -2 3.04 I I I I I I I I I t I I I T I t I I I 3.03 D. Stone shall be placed with weathered and most natural, rounded surface up, or as directed by Owner's Representative. E. Stone shall be level and flush wittr surrounding finish grade. F. Stone shall be placed in the presence ofth€ Owner's Representative, and Owner's Representative shall approve the placement before stone are bacldilled. The contractor should anticipate that rehandling ofindividual stone after initial placement will be required to achieve required elevations and placements. BACKFILLING STONE A. Backfill excavation around boulder as indicated on construction plans ADJUSTMENT, PROTECTION, AND CLEAN-UP A. Upon completion of work, remove from the premises all surplus materials, tools, equipment, rubbish, debris, and rejected stone resulting from the work. B. Remove and replace stones that are broken, chipped, stained or otherwise damaged. Where directed, remove and replace units that do not match adjoining stonework. Provide new matching units; install as specified and point-up to eliminate evidence ofreplacement. Repoint defective and unsatisfactory joints as required to provide a neat, uniform appearance. C. Clean stonework not less than six days after completion. Thomughly clean and scrub completed wall with fiber brushes, using a mild alkaline abrasive cleaner that conains no caustic or harsh fllers. Do not use wire brushes or acid tlpe cleaning agents. Begin at top and work down. Clean stone thoroughly, leaving no traces ofcleaning compound. D. Prot€ct the stonework from collapse, deterioration, discoloration or damage during subsequent construction and until acceptance of the work. ENDOF'SECTION Gore Creek Residences - Residential Vail, Colorado 03 January 2lX)5 Flagstone 02516 - 3 I I s'crloNozs3o SA}IITARY SNWER SYSTEM I PARTTGENERAL I l.0l DESCRIPTIoN I A. Work Included: Excavation, backfill, bedding, and instailation ofpipe, manholes, service wyes, service lines, force mains and all necessary appurtehances. I B. Related Work: 1. Site Clearing: Section 02230 I 2. Topsoil and Revegetation: Section 02921 I c. Defnitions:I l. Trench Excavation: Excavation of all material encountered along trench other than rock excavation. ll 2. Rock Excavation: All solid rock formations which cannot be reasonablybroken by aCAT 3?5 backhoe with 3/4 cubic yard bucket, and requiring drilling and blasting. I D. Eagle River Water and Sanitation District Specifications: All work shall conform to the standard specifications for sewer lines as approved by the Eagle River Water and Sanitation District. I 1.02 SUBMTTTALS r A. Submit shop drawings or product data showing specific dimensions and construction materials for pipe, fittings, and manholes; or certifications that products conform with specifications. I B. Test Reports: Submit laboratory gradation tests for bedding and trench stabilization materials, concrete mix design, and compression test. I I.O3 JOB CONDITIONS I A. Environmental Requirements: Except by specific written authorization, cease concreting whenI descending air temperature in shade and away from artificial heat, fallsbelow35 degrees F, and there is Aost in subgrade. When concreting is permitted during cold weather, temp€rature of mix shall not be less than 60 degrees F at time ofplacing. I PART 2PRODUCTS I 2.OI PIPE AND FITTINGSI A. Polyvinyl Chloride (PVC): 4"-15',ASTM D3034, TypePSM, SDR35; 18'-27", ASTM F6?9. Push-on joints and molded rubber gaskets. Maximum pipe length l3'. I B. Ductile lron: AWWA Cl5l, Class 52. Push-on joints. PolyJined or Griffin "Sev4er Coat'' ASTM A746. t C. Yelomine: Resrained joint PVC pressure pipe and fittings. Conform to ASTM D2241 "Standard Specifications for PVC, pressure rated pipe (SDR Series)". I Gore Creek Residences - Residmtial Vail, Colorado 03 January 2005tSanitary Sewer System 02530-1 D. Polyvinyl Chloride Pipe and Couplings: AWWA C900, working pressure 200 psi with push-on joints ASTMDl869. Transition coupling fiom SDR35 to C-900, pressure pipe shall be Harco Manufacnuing 337-080, Class 150 and ASTM3l39. All spigot ends shall be beveled to manufacturer's specifications. 2.02 MANHOLES Manhole bases: Precast concrete ASTM C478. Manhole Sections: ASTM C478. Precast concrete (wetcast) with the lip outside with minimum wall thickness l/12 of intemal diameter. Cones eccentric. Manhole Rings and Covers: Cast iron, ASTM A48 with a flat lid with the leuering "Sewer" cast on the cover. Ring and cover combined urcight greater than 255 lbs., machined to fit securely. Non-rocking cova. Hot dipped in asphalt. HS20 traffic loading D&L A-l&3 or accepted equal. Marhole Grade Rings: An altemative to concrete grade rings is high-density polyethylene (HDPE) as defined in ASTM D1248-84 with a'Vedge" desip. Marihole Steps: Two non-skid grooves in surface of step and capable of carrying load of I ,000 pounds, six inches (6") from face ofmanhole. Manhole loint Sealant: Double Rub-R-Nekwith primer. One inch (1") on 48"-inch diameter rranholes; I %- inch on all larger numbers. 2.03 BEDDING Granular material can be 3/4"-inch or 3/8"-inch screened rock or class 6 aggregate base course (ABC) as defined by the Colorado Departnent ofTransportation (CDOT). The bedding material shall be free of corrosive properties and shall conform to the following gradation limits when tested by means of laboratory sieves: Road base must have 95olo cornpaction, at +/- 27o optimum moistrue content prior to installation ofany pipe. All bedding shall be tamped to the spring line of the pipe. Local water district personnel shall inspect all installations prior to backfilling. Laboratory Maximum Density: Laboratory maximum density of soil shall be determined by ASTM D- t557-78. Field Density: Density ofsoil shall be determined byASTM D- 155G56 sane cone rnethod or byASTM D-2922-8 l, mclear method. 3/4" Scrcened Rock (CDOT Table 703-1, Nunber 7) A. B. c. I I I t I I I I I I I I I I I T I I I D, E. F. Sieve Size 3/4 inch I/2 inch 3/8 inch No.4 No.8 Total Percent Passing by Weight 100 9G.r00 40-70 0-15 0-5 Gore Creek Residences - Resldentlal Vail, Colorado 03 January 2005 Sanitary Sewer System 02s30-2 r I 3/8" screened Rock (CDOT Table ?03-l, Number 8) I Sieve Size Total Percent Passing by Weight r li3lill lr,* No.4 10-30 No. 8 0-10 I No. 16 0-5 I B. In specific areas, such as where access is extremely limited, the use of on-site materials may be allowedI iliJliJ lifffJii"*r?;::: #*Ti,n#I:.-"",ff3f#,i:1T*r:'"il*'ff;"i?rffiil; material must have prior written District and Engineer approval. I C. Service line bedding shall consist of 3/8 inch or %-inch minus screened rock, select native or sand material free of any organic material. I 2.M CONCRETE MATERTAL A General: All materials fumished fiom sources agreed to by the District.It B. Cernenc ASTM C-150 for Portland Cement, Type II. Cement which has become partially set or contains lumps of caked cement shall be rejected. t C. Aggregate: ASTM C33. l D. Water: Water used in mixing or curing concrete shall be clean and free from oil, acids, salt, alkali, or organic materials harmful to concrete. I 2.O5 CONCRETEMX t A. DesignMix L Proportions: I Cement 5-l/2 sacks per cubic yard Coarse aggregate - 43olo Water - 5.5 gallons per sack I Maximum size a EgIeEarE - 314" 2, g1r,mF: 4,,maximum I 3. Strength: Minimum 3,000 psi at 28 days 4. Air Content 5% - 1Vo I B. Job-Mixed Concrete r :iHJ,:,ffiffii3:f#;?I","frH:::iH:,Hff';gJ#"'"?:yft"###ffiI3H::; and water into thoroughly mixed and uniform mass. Discharge entire contents of drum before I recharging. Continue mixing of each batch for not less than ten (10) minutes after all materials are in I drum. Gore Creek Residences - Residential Vail, Colorado 03 Januarv 2005ISanitary Sewer System C. Ready-Mixed Concrete Proportioned, mixed and transported in accordance u,ith ASTM C94. Aay concrete not plastic and workable when it reaches project shall be rejected. TRACERWIRE A. Tracer wire shall be ten ( I 0) gaugp insulated copper wirc and be required on all curvelinear applications. 2.0'I MARKETING/IOCATINGDISK A. The District wilt provide 3M "Green" marking disks to the contractor. The conhactorshall enswe their correct installation. 2.08 NON-DETECTABI-E MARKING TAPE A. The insallation of "gree,n" marking tape is required on all sewermains and service lines. The tape shall be installed approximately two feet (2') above the main or line. The tape shall meet the following specifications: l. 4-mil thick PVC material 2. Solid green color with black lettering 3. Six inches (6') in width 2.09 CASING SPACERS A. Canier pipes to be insalled inside casings sbal be installed with self-resnaining casing spacers. Casing spacen shall provide axial t}nrst restraint to prevent pipe joint separation during and afrer installation. They slrall also provide dielectric insulation between the carrier pipe and the casing and facilitate installation ofthe carrier pipe into the casing. Restrained casilg spaceni shall be provided at all pipe joints. In addition, casing spacers shall be irstalled every ten feet (10') of the pipeline to support the pipe barel and the weight of its contenB. Resuained casing spacers shall be Uni-Flange Series IJFRCS 1300 or LTRFCS 1390, or an approved equal rasn"ained joint device and Cascade Waterworla Manufrcturing Company, Model CCM casing spacers. PART3EXECUTION 3,OI TRENCHING A. Trench Excavation: Exca te to depths required. Confine excavation to work limits. B. Rock Excavation: Prior to rcmoval, notifr Engineer of areas requiring rock excavation. C. Blasting: In general, blasting will be allowed in order to expedite the work if a permit by the local authority having jurisdiction is granted. All explosives and appurtenances shall be ransported, handled, stored and used in accordance with the laws of the local, slate and federal govemments, as applicable. All blasting shall be conuolled so as not to injure any existing structure or facility. The protection oflife and property and all liability for blasting shall be placed solely on the person or pe$ons conducting the blasting operation. The hours ofblasting shall be in accordance with the permit ofthe local authority. Prior to blasting, provide minimum 24-hour notification to Engineer. t I I I I t I I I I I I I I I I I t Gore Creek Residences - Residential ,J*,",$;t; ISanitary Sewer System 02530-4 I I I I I T T I T I I I T I T I I I t D. Trench Support: The trench shall be adequately supported and the safety ofworkers provided for as required by the most recent standards adopted by the Occupational Safety and Health Administration (OSHA) Standards Board. Sheeting and shoring shall be utilized where required to prevent any excessive widening or sloughing ofthe rench, which may be detrimental to human safety, to the pipe and appurtenances being installed, to existing utilities, to existing structures, orto any other existing facility or itern. 3.02 UNSTABLE TRENCH BOTTOM AND EXCAVATION IN POOR SOIL A. Ifthe bouom of the excavation at subgrade is found to be soff or unstable or to include ashes, cinders, refuse, vegetable or other organic material, or large pieces or fragments ofinorganic material that cannot satisfactorily support the pipe or structure, then the Contractor shall n[ther excavate and remove such unsuitable material. Before the pipe or structure is installed, the subgrade shall be accepted by the District. 3,03 BEDDINC A. Install in conformance with drawings. Place fiom minimum of 4" below bottom ofpipe to centerline for entire width of rench. 3.04 IINDERDRAIN A. Water seeping from trench banls, but not flowing in trench bottom: Install gravel underdrain in accordance with drawings. B. Water flowing in trench bottom: Install underdrain pipe in addition to gnvel where water volume will fill a 4" pipe l/4 full. Cleanouts at each manhole in conformance with drawings. C. Daylight all underdrains as shown on dmwings or as directed by Engineer. 3,05 PIPEINSTAIJ-ATION A. Construct pipe accurately to line and grade shown on drawings. Pipe installation will be lamped daily by Engineer. Remove and replace pipe not conforming to line and grade at Contactor'$ expense. B. Install to manufacturer's recommendations, continuously upga.de. Bell ends face upgrade. Prior to making joints, clean and dry all surfaces. Use lubricants in conformance with manufacnre/s recommen&tions for insertion of pipe in joint. Set pipe in position and check line and grade. Keep dirt from entering all exposed pipe ends. Joints watertight. C. Wyes and Risers for Service Connections: Angle upward so li8 bend connected to fitting will make service line invert equal to itlside crown of sewer main, Where elevation of top of service is more than l2' below finished grade, install riser pipe as directed by Engineer. 3,06 WATERLINECROSSING A. Normal Conditions: Whenever possible, lay water mains over sanitary sewen to provide vertical s€paration of at least 18" between invert of water main and cmwn of sewer. B. Unusual Conditions: If above separation caffiot be met, use following: l. Sewer passing over or less than 18" under water main: a. One continuous tength of watertight presswe pipe C900 PVC 20 feet long centered on water main. Joints between different pipes shall have a transition coupling Harco Sanitary Sewer System 02530-5 Gore Creek Rssidences - Residential Vail, Colorado 03 January 2005 Manufacturing 337-080, Class l50,ASTM3l39. All spigot ends shall be beveled to manufacturers specifi cations. 2. Water mains passing under sewers: If vertical separation less than 18", provide stuctural support for sewer. 3.07 MANHOI.ECONSTRUCTION Manhole: Construct in accordance wi$ drawings. Extend concrete manhole base at least 8" below pipe barrel. Slope floor ofmanholc ftorn centerline ofpipe to maximum of2" above top ofpipe at face of manhole. Shape invert when manhole is set. Construct side branches with as large radius of cunrature as possible to connect !o main invert Inveru sball be smooth and clcan with no obstructions, allowing insertion ofan expandable plug in pipe. Place complete and continuous roll ofjoint sealant on base ring in zufficient quantity so there will be no spaces allowing infiltsation Join each succeeding maohole section in similar manner. Trim away all excess material and repair all lifting holes. Tum eccenFic cone and steps away from roadway ditch. Manhole Ring and Cover: Install at grade of finished surface. Where surhce will be completcd after manhole construction, sot top ofcone so maximum ofsix, two-inch reinforced concrete rings will adjust ring and cover lo final grade. 3.08 CONNECTIONTODCSTINGMANHOLE Make connections to existing manholes, where no pipe is snrbbed out, in similar manner as new rnanlplc. Break small opening in existing manhole as necessary to insert new pipe and attain watertigbt seal Chip existing concrete bench inside manhole to provide enough thicloe.ss for mortar bed !o make new smooth continuous invert. Place expandable waterstop around portion of sewer pipe inserted into existing manhole. Use expandable grout to completely fill hole in manhole to create watertight repair. 3.09 SANITARY SEWER SERVICE LINES Place tue to line and grade in accordance with drawings, from main line to house service, in shortest direct route. Iocate l0r from all water lincs. Terminate 5' from lowest comer of lot or as shown on drawings. Where wyes have not been installed in main sewer, tap by machine drilling hole in mafu1 sized to fit saddle for service line. Each wye or drilled tap and saddle shall be inspected prior to backflling. Service linc nrinimum grade of l/4" per foor lfservice line is to be stopped atproperty line, place 6-foot steel fence post at end extending 2' above finished ground- Place watertight plug in end of service line, 3.10 CONCRTTE WORK c. Placement: Place to required depth and width conforming to drawings, Place concrete as uniformly as possible in order to midmize amount of additional sprcading. Place and consolidate with suitable tools to avoid formations of voids, honeycomb, or pockets. Well vibrated and tamped against forms. Retempering: Do not retemper concrcte or mortar wtrich has partially hardened by remixing with or without additional cemen! aggregale or water. Provide concrete in such quantity as is requied for immediate use. Curing: Protect against loss ofmoisture, rapid temperahrre change, rain, and flowing water, for not less than two dap from placement of concretc. Immediately after finishing, cover concrete surhce with curing medium which is applicable to local conditions as approved by Engineer. Protect exposed edge of concrete slabs exposed by removing fonns immediately to provide these surfaces witb continuous curing treaunent. I I I It I II I II I I I I T I I I I B. B. I Gore Creek Residences - Residential ,J;*.:S;tt! I Sanitary Sewer System 02530-6 B. B. I I I I I I I T I I T I t T T I I t I 3.1 I BACKFILL One Foot Over Pipe: Use 3/4" screened rock for cover material and backfill by approved mechanical methods. Cover material shall be clean soil, free from organic materials, chunls ofsoil, frozen material, debris, or other unsuitable materials. Place and compact starting at top of pipe bedding extending upwards to I ' above top of pipe for entire rench width. Place in lifts to a density of90% AASHTO T99. Remainder of Trench: Bacldll with same materials excavated from work limits unless unsuitable . No rocks over 6" in trench. 3.12 COMPACTION Demonstrate method of compaction, Engineer will test compacted demonstration section for uniform density throughout depth of each lift- Alter construction methods until providing one acc€ptable to Engineer. Continue same procedure until significant change in soils occurs, or compaction is not being achieved, then demonstrate new method. Compaction requirements for all tenches: 1. Predominantly of cohesive soils where AASHTO T99 procedures are applicable: Compacted uniformly throughout each lift to 95% AASHTO T99. For granular soils the moisture content shall be -2 to +2 ofthe optimum moishre content. For clay soil the moisture content shall be 0 to +2 of the optimum moisture content. 2. Predominately of rock 6" in diameter: Place in loose lifis up to average rock dimension. Placing ofoccasional boulders ofsizes larger than maximum layer thickness may be agreed to by Engineer, provided material is careftlly placed and large stones well distributed with voids completely fllled with smaller stones, earth, sand, or gravel, Level and smooth each layer to distribute soils and finer fragments of earth. Wet each loose layer as necessary to facilitate compaction prior to placing additional lifts. No rocks larger than 6" in diameter are allowed in the backfill. 3. Trenches backfill below foundations shall have the following charactetistics: Sieve Size Maximum Percent Passing (%) Upper Limit J 100 Lower Limit No.4 5 3.13 The Fench backfill shall be compacted using a vibratory compactor and should be compacted to at least 98 percent of the standard Proctor density (ASTM D698). PAVEMENT REMOVAL AND REPI.ACEMENT Score existing surface with cutting wheel to create clean break line. Remove and dispose of existing surface and aggregate base course leave 6" undisturbed subgrade lip on each side oftench. After trench has been backflled and properly compacted, place aggregate base course in accordance with permit requirements, or minimum thickness in these specifications. Compact aggregate base course to 9504 AASHTO T180. Replace pavernent in accordance with permit requirements or minimum thickness in these specifications. Compact asphalt to 95% ASTM D1559; consolidate concrete with vibrators. 3.14 FIELD QUALITY CONTROL Notifu Engineer at least 24 hours in advance ofpipe being laid in any trench. Cover no pipes until observed by Engineer. Notiff Engineer at least 48 hours before pipe is to be tested. Gore Creek Residences - Residential Vail, Colorado 03 January 2fi)5 Sanitary Sewer System 02s30-7 B. Testing l. General: Conduct infiltration or exfiltration test for each section between manholes. Test first section of pipe laid to veriff if watertight. Testing may be required during course of work where infilration appea$ to be gater than maximum allowable, or quality of work is questionable. No sewer line will be accepted where water tightness tests show leakage orceeding 200 gallons per inch diameter per mile per day. Flush and clean sewer line prior to testing, wetting pipe, and cleaning out debris. Plug all pipe outlets to resist test pressure. 2. hfiltration Test: In high ground water table installation only. Plug upper manhole to determine leakage in section of line between consecutive manholes. Record quantityofwarcr collected in time period to calculate infiltration rate. 3 , Exfilration Test by Air: Test each scction ofpipe between corsecutive manholes !o determine test duration for section by computation fiom Air Test Tables. Pressure-holding time is based on an average holding pressure of 3 psi gauge or a drop from 3.5 psi to 2.5 psi gauge. Add air until internal air pressue ofsewer line is raised to approxirnately 4,0 psi gauge. After internal presswe of approximately 4.0 psi is obtained, allow time for air pressur€ to stabilizc. Pressure will nomally show some drop until temperature of air in test section stabilizes. When preszure has stabilized and is at or abovc starting test pressure of3.5 psi gauge, coIrtrnence test. Before starting t€st, ptressure may be allowed to drop to 3.5 psi. Record drop in pressure for test period. Ifpressure has dropped more than 1.0 psi gauge dudng test line has failed, Test may be discontinued whcn prescribed test time has been compleled even though 1.0 psi drop has not occurred. ASTM C828 "Low Pressure Air Test for Sanitary Sewersn. I I I I I I I I I I t I I I I IT I Pipe Size Inches 4 6 I t0 t2 l5 l8 2I 24 Time Minutes 2-lt2 A 5 GU2 7-ll2 9-V2 t2 I4 t5-v2 3.15 CLEANI,]P AND RESTORATION A. Restore all pavements, curbs, gutters, utilities, fences, irrigation dirches, yards, lawns, and other struchJles or surfaces to condition equal to or better than before work began, and to satisfaction of Engineer. Deposit all waste material in designated waste areas. Grade and shape disposal site. Complete topsoil and rcseeding of site, is required. Where disposal sites are not designated, remove and dispose of all waster rraterial off site. END OF SECTION t Gore Creek Residences - Resldential ,r";*.,""s;;33 ISanitary Sewer System 0253G8 It T I I I t I I I I ! I I I I I I I t SECTION 02580 ELECTRIC, COMMUNICATION AND GAS SYSTEMS PART 1GENERAL I.OI DESCRIPTION A. Work Included: Excavation, rock excavation, blasting, rock disposal; dewatering, bacldll, bedding, compaction, installation of conduits, vaults, pads and all necessary appurtenances and coordination with the telephone, cable television, electric and gas companies. B. Related Work: l. Sit€ Clearing: Section 02230 2. Topsoil and Rwegetation: Section 02921 C. Definitions: l. Trench Excavation: Excavation of all material encountered along trench other than rock excavation. 2. Rock Excavation: All solid rock formations which cannot be reasonably broken by a baclfioe with 3/4 cubic yard bucket with bucket curling force and stick crowd force 35,000 lbs each, and requiring drilling and blasting. D. Utility Company Specifications: All work shall conform to the standard specifications ofthe telephone company, the cable television company, the electric company and the gas company. I,O2 SIJBMITTALS A. Submit shop drawings or product data showing specific dimensions and construction materials for pipe, fittings, and vaults; or certifications that products confonn with specifications, B. Test Reports: Submit laboratory gradation tests for bedding and trench stabilization materials, concrete mix desigr, and compression test. C. Permits: Submit copies of all permis issued for project. I.O3 JOB CONDITIONS A. Environmenbl Requirements: Except by specific written authorizatiorL cease concreting when descending air temperatue il shade and away from artificial heat, falls below 35 degrees F, and there is frost in subgrade, When concreting is permitted during cold weather, temperature ofmix shall not be less than 60 degrees F at time ofplacing. PART2PRODUCTS 2.OI PIPEANDFITTINGS A. Polyvinyl Chloride (PVC): 2"-8", Schedule 40 PVC. Electric rated for electric application. B. Electric primary conduit supplied by Holy Cross Energz. C Gas pipe to be supplied and place by gas company. Gore Creek Residences - Residential Vail, Colorado 03 January 2005 Electric, Communication and Gas Systems 02580-1 2.02 VAI.JLTS A. All switchgear, tansformer, splice vaults, pads, and bases to be supplied by Holy Cross Energr. BEDDING A. Granular material - 3/4" screened rock. B. On-site | - 1/2" mirnrs well graded screened material, fiee from organic materials, chunks of soil, frozan material, debris, or other suitable materials. Use of on-site bedding rraterial must have prior uritten approval of the utility company and Engineer. CONCRETE MATERIAL A. General: All materials fumished from sources agreed to by the District. B. Cement: ASTM C-150 for Portland Oement, Type II. Cement which has become partially set or contains lumps ofcaked cement shall be rejected, C. Aggregate: ASTM C33. D. Water: Water used in mixing or suring concrete shall be clean and free from oil, acids, sal! alkali, or organic materials harmftl to concrete, CONCRETEMIX A. Desigr Mix 1. Proportions: Cement 5-l/2 sacks per cubic yard Coarse aggregate - 43% Water - 5.5 gallors per sack Maximum size aggregatc - 3l4tl 2. Slump: 4" maximum 3. Strength: Minimum 3,000 psi at 28 days 4. Air Content 5o/o - 7o/o B. Job-Mixed Concrete Mixed in drum mixer conforming to Concrete Paving Mixer Standards ofMixer Manufacturen Burcau of Associated General Contractors of America. Mixer shall be capable ofcombining aggregates, cemeNrt, and water into thoroughly mixed and uniform mass. Discharge entire contents of drum before recharging. Continue mixing of each batcb for not less than ten (10) minute.s after all materials are in drum. C. Ready Mixed Concrete Proportioned, mixed and transported in accordance wi0r ASTM C94. Any concf,ete not plastic and workable when it reaches project shall be rejected. Gore Creek Residences - Residential Vail, Colorado 03 January 2il)5 ilI T I I t I I I I I I I ! I t I I I t 2.03 2.M 2.0s Electric, Communication and Gas Systems 02580-2 I I I It I t t I I T I I I I I I t T I PART3EXECUTION 3.OI TRENCHING A. Trench Excavation: Excavate to depths required. Confine excavation to work limits. B. Rock Excavation: Prior to removal, notifu Engineer ofareas requiring rock excavation. C. Blasting: In general, blasting will be allowed in order to expedite the work if a permit by the local authority havingjurisdiction is granted. All explosives and appurtenances shall be uznsported, handld, stored and used in accordance with the laws ofthe local, state and federal govemments, as applicable. All blasting shall be conrolled so as not to injure any existing structure or facility. The protection oflife and property and all liability for blasting shall be placed solely on the person or pe$ons conducting the blasting operation. The hours of blasting shall be iri accordance with the permit of the local authority. Prior to blasting, provide minimum 24 hour notification to Owner, Engineer and Fire Departrnent. D. Trench Support: The trench shall be adequately supported and the safety of workers provided for as required by the most recent standards adopted by the Occupational Safety and Health Administration (OSHA) Standards Board. Sheeting and shoring shall be utilized where required to prevent any excessive widening or sloughing of the trench, which may be detrimental to hunan safety, to the pipe and apputemnces being installed, to existing utilities, to existing structures, orto any other existing facility or item. 3.02 UNSTABLE TRENCH BOTTOM AND EXCAVATION INPOOR SOIL A. Ifthe bottom of the excavation at subgrade is found to be soft or unstable or to include ashes, cinders, refuse, vegetable or other organic material, or large pieces or fragments ofinorganic material that cannot satisfactorily support the pipe or structure, then the Contractor shall further excavate and remove such unsuitable material. Before the pipe or structure is insalled, the subgrade shall be accepted by the Engineer. 3.03 BEDDING A. Install in conformance with drawings. Place from minimum of 3" below bottom ofpipe to centerline for entire widttr of nench. 3.04 I,]NDERDRAIN A. Water seeping from fiench banks, but not flowing in trench bottom: kxtall gravel underdrain in accordance with drawings. B. Water flowing in trench bottom: Install underdrain pipe in addition to gnvel whcre water volume will fiIl a 4" pipe l/4 ful1. Cleanouts at each manhole in conformance with drawings. C. Daylight all underdrains as shown on drawings or as directed by Engineer. 3.05 PIPE INSTALLATION A. Construct pipe accurately to line and grade shown on drawings. Remove and replace pipe not conforming to line and grade at Contractofs expense. B. Install to manufacture/s recommendations, continuously upgrade. Bell ends face upgrade. Prior to making joints, clean and dry all surfaces. Use lubricants in conformance with manufacture/s recommendations for insertion ofpipe in joint. Set pipe in position and check line and grade. Keep dirt from entering all exposed pipe ends. Joints watertight Gore Creek Residences - Residential Vail, Colorado 03 January 2005 Electric, CommunicatioD and Gas Systems 02580-3 3.06 PADS AND VAIJLTS A. Install pads and vaults to line and grade shown on drawings. 3.07 PIJLL STRING A. Pull string shall be labeled to identiff which utility company or spare conduit the use of the mnduit is intended for. 3.08 CONCRETE WORK A. Placement: Place to required depth and width conforming to drawings. Place concrete as uniformly as possible in order to minimize amount of additional spreading. Place and consolidate with suitable tools to avoid formations ofvoids, honeycomb, or pockets. Well vibrated and tamped against forms. B. Retempering: Do not retemper concr€te or mortar which has partially hardened by remixing with or without additional cement, aggregate, or uater. Provide concrete in such quantity as is required 6r immediate use. C. Curing: Protect against loss ofmoisnre, rapid temperahre change, rain, and flowing water, for not less than two days from placement of concrete. Immediately after finishing, cover concrete surface with curing medium which is applicable to local conditions as approved by Engineer. Protect exposed edge of concrete slabs exposed by removing forms immediately to prcvide thes€ surhces with continuous curing 8eatsnent. 3.09 BACKTNI- A. One Foot Over Pipe: Use 3/4" screened rock or on-site screened material (ifapproved by Engineer) for cover material and backfill by approved mechanical methods. Cover material shall be clean soil, tee from organic materials,. chunla ofsoil, Aozen material, debris, or other unsuitable materials. Place and compact starting at top ofpipe bedding extending upwards to above top ofpipe for entire trench width. Place in liffs to a densiw of 90% AASHTO T99. B. Remainder ofTrerr"n, Su"kfitt with same materials excavated from work limits unle,ss ,,nsuitable. No rocks over 6" in diameter in top 12' oftrench. 3.IO COMPACTION A. Demonstrate method of compaction. Engineer will test compacted dernonstration section for uniform density tbroughout depth of each lift. Alter construction methods until providing one acceptablc to Engineer. Continue same procedure until significant change in soils occurs, or compaction is not being achieved, then demorNtrate new method. B, Compaction requirernents for all trenches: l Predominantly of cohesive soils where AASHTO T99 procedures are applicable: Compacted uniformly throughout each lift to 95% AASHTO T99. For granular soils the moisture content shall be -2 to +2 of the optimum moishr€ contcnt. For clay soils the moishue content shall be 0 to +2 of the optimum moisture content. 2. Predominately of rock 6' in diameter: Place in loose lifts up to average rock dimension. Placing of occasional boulders ofsizes larger than maximum layer thickness may be agreed to by Engineer, provided material is carefully placed and large stones well disributed with voids completely frlled with smaller stonss, eart\ sand, or gravel. kvel and smooth each layer to Gore Creek Residences - Residential Vail, Colorado 03 January 2005 I t T I I I ,I I rl il I I I t t 1 I I IElectric, Communicatlon and Gas Systerns B. 3.1 I I I I I I I I I I il t T I I t I l I I distribute soils and finer fragments of earth. Wet each loose layer as necessary to facilitate compaction prior to placing additional lifts. No rocks over 6" in diameter shall be backfilled. PAVEMENT REMOVAL AND REPLACEMENT Score existing surhce with cutting wheel to ffeate clean break line. Remove and dispose of oristing surface and aggregate base course leave 6" undisnrbed subgrade lip on each side oftrench. After rench has been backfilled and properly compacted, place aggregate base course in accordance with permit requirements, or minimum thiclgress in these specifications. Compact aggregate base course to 95olo AASHTO T180. Replace pavement in accordance with permit requirements or minimum thiclcress in these specifications. Compact asphalt to 95% ASTM D1559; consolidate concrete with vibraton. 3,I2 FIELD QUALITY CONTROL Notiff Engineer ^: least 24 hours in advance of pipe being laid in any trench. Cover no pipes until observed by Engineer. Notifi Engineer at least 48 hours before pipe is to be tested. Testing l. General: Conduct testing in accordance with procedures approved by the appropriate utility company. 3. r3 CLEANLIP AND RESTORATION Restore all pavements, curbs, gutters, utilities, fences, irrigation ditches, yards, lawns, and other structures or surfaces to condition equal to or better than before work began, and to satisfaction of Engineer. Deposit all waste material in designated wa.lite areas. Grade and shape disposal site. Complete topsoil and reseeding ofsite, is required. Where disposal sites are not designated, remove and dispose of all waste material offsite. END OF SECTION Gore Creek Residences - Residential Vail, Colorado 03 January 2005 Electric, Communication and Gas Systerns 02580-5 I I I 1 I ! I t t t I I I I I t I I I SECTION 02590 PAVEMENTMARKING PARTI GENERAL I,OI .RETATEDDOCTJMENTS A. Drawings, General and Supplementary Sections apply to this Section. Conditions, and applicable provisions of Division I B. Local Jurisdiction Standard Specifications for Design and Construction, Latest Edition. C. Additional information concerning Pavement Marking may be found on the Civil Drawings. In case of conflict between the Drawings and the information specified herein, the more stringent requirement s shall govern. I.O2 STJMMARY A. This Section includes the following: Furnish and install all painted lines, directional arrows, handicapped symbols, or similar markings on paved surfaces, as shown on the drawings or specified herein, or as required to complete the work. B. Related Work: l. Section 03300 - Cast-In-Place Concrete. I.O3 REFERENCES A. Reference Standards: Comply with the requiremenB of the reference standards noted herein, except wherc more stringent requirements are described herein or otherwise required by the Contract Documents. I.O4 SIJBMITTALS A. Product Data: Submit manufacturer's published descriptive literature and complete specifications for products specified herein. I.O5 QUALITYASSURANCE A. Qualifcations: Pavement marking applicator shall be regularly engaged in this qpe of worlq and shall provide adequate, experienced manpower and proper equipment to complete the work B. Regulatory Requirements: Comply with applicable provisions of Colorado State Departrnent of Highways Specifi cation ltems 627 .02, 627 .06, 7 08.0 5, 708.0? and 7 I 3.08. I.06 DELTVERY, STORAGE AND HANDLING A. Packing and Shipping: Deliver materials in manufacturer's original, unopened containers, with labels intact and legible. I.O7 PROJECTCONDITIONS A. Environmental Requirernenu: Do not apply pavement marking when ambient air and pavement surface ternperature is below 40'F, or whe,lr moisture in any form is present on the pavement surfice. Gore Creek Residences - Residential Vait Colorado 03 January 2005 Pavement Marking 02590-l I PART2 PRODUCTS 2.OI MATERIALS A. Traffic Marking Parnfi Alkyd-based, ready-mixed, cold-applied raflic marking paint corrylying urith FS TT-P-IlsE and AASHTO M-248, Type S or N as detendned by traffic requirernents, white or yellow color as designated on the plans for striping and lane markings, while and blue at international handicapped parking synbols. Accepable products include Devoe "Traffic Line" and Sherwin Williams "ProMar Traf6c Marking Paint." B. Reflective Glass Beads: Transparent, clean, colorless, smooth and spherical glass beads conforning to AASHTO M-247,Type 2, Flotation Grade. C. High Density Polyethylene Pipe - smooth interior, Hancor Swe-Lok f47'l or approved equal, AASHTO M-25?asdM294 D. Thermoplastic Marking Material: Reflectorized thermoplastic pavement striping materials composed to pigment, filler, resins, and glass reflecting spheres, conforming to AASHTO M-249 or M-250, white or yellow as designated on the plans or as required by applicable public worls requirements. PART3 EXECUTION 3.OI EXAMINATION A. Verification of Conditions: Examine areas and conditions under which the work of this Section will be performed. Do not proceed with the $rork until satisfrctory conditions have been corrected, Commencement of work imolies acceDtance ofall areas and conditions, 3.02 PREPARATION A. Surface Preparation: Allow fresh pavement surfaces to weather at least 30 days prior to application of taffic marking paint. 3.03 APPLICATION A. Traffic Marking Paint Unless otherwise indicated, apply traffic marking paint in nominal 4 inch wide stripes at tlre rate of350 lflgal, or to wet thickness of l5 mils (0.015 inches). B. Reflective Glass Beads: rffhere indicatcd on the drawings, mix reflective glass beads with traffic marking paint at the rate of 4 lbs/gal. C. ThermoplasticMarkingMaterial: l. Apply in molten state or by flame-spray methods as applicable for material t5pe. 2. Apply molten material to uniform dimension and line thickness for l/8 inches to 3/16 inches. 3. Apply flame-spray powder at the rate of14 to2l oz. Per 30 seconds. D. Pattems and Symbols: l. Unless otherwise indicated, apply uaf6c markings in nominal 4 inch wide stripes with clear and sharp dimensions. See drawings for sriping patterns, directional arrows and symbols. Gore Creek Residences - Residential Vall, Colorado 03 Januarv 2005 I I I I t I I I I I t I I I l I T I Pavement Marking 02590-2 I I I I t I I t f' I l i t t t I t I l 3. Unless otherwise indicated, use yellow markings at land stripping and directional s1m.bols, whirc martings at parking striping and white and blue markings at international handicapped symbols. Cornply with ANSI ll7.l and ADA requirements for graphic slmbols, stall widths, and access aisles at handicapped parking spaces. Provide approved rerrplates for slm.bols and dircctional arrows. ENDOFSECTION Gore Creek Residences - Residential Vailo Colorado 03 January 2(X)5 Pavement Mrrking 0259&3 I I I SECTION 02620 STJBDRAINAGE SYSTEM PART 1GENERAL I I,OI STJMMARYt - A. Section Includes: t l' Drainage pipe and fittings at foundations and laterals under slab as indicated. t. 2. Drainage pipe over garage roof. I 3. Free draining gravel at drainage pipes or retaining walls. I 4, Protective covering between gravel and backfrll. 5. PVC sheeting under gravel. 6. Drainage sump.I 7. Connection to sump or daylight as indicated on Civil Drawings. I B. Related Requirenrents: Comply With: l. Earthwork: Section 02300 | 2. Concrete Work: Division 3 Concrete i C. Related Sections: t l. Foundation Waterproofingl Section 07110 2. Earthwork Section 02300II.O2 DELIVERY, STORAGE AND HANDLING I A. Deliver and store materials in accordance witb Section 01600. Stockpile and store materials so notU to buryordamage. t PARr2PRoDUcrs 2.01 MATERIAIS I A. Pipe: Rigid PVC pipe compllng with ASTM D2779I - l. Provide perforated in drainage areas and unperforated elsewhere. I 2. Size: As indicated on drawings. r 3. Provide solid end caps at terminations. I' 4. All connections solvent welded. I Subdrainage System 02620-l Gore Creek Resldences - Resldentialta Vail, Colorado I 03 January 2fi)5 B. Cleanout Pipe and Fitting: Cast-iron soil pipe. Provide each cleanout with brass femrle and a cast- brass screw jointed plug with socket for wrench. Provide grade cleanouts or wall cleanouts as indicated. C- Pervious Backfill Material: Free draining granular material consisting of I %" maximum size, less than 50% passing the No. 4 sieve less tban 2% passing No. 200 sieve. PART3-EXECUTION 3.OI INSTALLATION A. General: l. Keep trenches dry during installation of drainage system. 2. Use fittings at intersections and right angle intersections. 3. Make changes in direction of drain lines with l/8 bends. B. Bedding: l. Place graded bedding prior to laying offoundation drain pipe or tile. 2. Rest each section firmly upon the bedding thmugh entire lengtb- 3. Thickness: As indicated C. Pipe Laying: l. Lay drain lines to uniform grades and alignmen! with continuous hll indirection of flow with minimum slope of l/8" per foor 2. Thoroughly clean interior of pipe of dirt or other foreigr material before lafing. 3. Lay perforated pipe with perforations facing down. 4, Connect to sump or daylight as indicated. 5. Solvent weld all finings. 6. Wrap pipe in drainage fabric before covering. Cleanout: Provide cleanouts at all major direction changes. l. Unpaved areas: Set in 12" x 12" concrete blocks. Comply with Division 3. PVC Sheeting: Install under drainage gravel as indicated, ifshown on plans. Backfilling: l. After pipe installation has been accepted, place pervious backfill malerial. 2. When placing backfill, prevcnt displacement of or injury to pipe or tile. 3. Install filter fabric bver pervious backfill before backfilling remainder ofwall. END OF SECTION 02620-2 Gore Creek Residences - Residential Vail, Colorado 03 January 2fi)5 t I T t I t I T I I I I I I t I D. E. F. I l Subdninage System I ! I | *%ffi'3il.3[1%" r l;";::ff"" A, Work included: Excavation, backfill, bedding, and installation ofpipe, manholes, catch basins, inlets, outlets, underdrains, irrigation ditches, charurelization, detention storage, siphons and all necessary appufienances. -I B. Related Work: - L Site clearing: Section 02230 fl 2, Topsoil and Revegetation: Section 02921 I C. Definition: I l. Trench Excavation: Excavation of all material encountered along trench other than rock .- excavation, f| 2. Rock Excavation: All solid rock formations which cannot be reasonably broken by abacl<hoe with 3/4 cubic yard bucket with bucket curling force and stick crowd force of35,000 lbs. each, and -: requiring drilling and blasting. I I.O2 SIJBMITTAL A. Submit shop drawings or product data showing specific dimensions and construction materials for: l. Prccast Manholes 2. Precast Catch Basins 3. Frames, Grates, Covers B. Test Reports: Submit laboratory gradation tests for bedding and rench stabilization materials, concrete mix design, and compression test. I I I I r.o3 JoB coNDrrroNs less than 60 degrees F. at time ofplacing. I PART2-PRODUCTS r- 2.OI PIPEAND FITTINGS ! A. Non-Reinforced Concrete Pipe: ASTM Cl4 A. Environrnental Requirernents: Except by specific written authorization, cease concreting when descending air temperature in shade and away from artificial heat falls below 35 degrees F. and there is frost in subgrade. When concreting is permitted during cold weather, temperature of mix shall not be t I Storm Drainage 02630-l Gore Creek Residences - Residential Vail, Colorado 03 January 2005 B. Reinforced Concrete Pipe: ASTM C76, circular; ASTM 506, arch; ASTM 507, vertical or horizontal etliptical. Class pipe as shown on drawings. Concrete End Section: Same ASTM specification as pipe. Equivalent in area as circular pipe. Comrgated Steel Pipe and Arches: AASHTO M36, gauge as shown on drawings. Bands shall conform to following: Pipe Size Inches 6-30 36-60 66-r20 c. D, B. c. Comrgatioru 2-213" x ll2" ,1, 12" 20u 5 ea Number Bole - 2ea I I I I I I I I I I I T I I I t t4"3ea 2.02 Thickness ofband one gauge less than pipe but not less than 16 gauge. E. Comrgated Steel Pipe End Section: Sizes and dimcnsions shown on drawings. Materials same as corugated steel pipe. F. Bituminous Coating: Where required on corrugated steel pipe and fitting5, AASHTO MI90, Tpe A, with minimum thiclcress of 0.03'. Coupling bands fully coaled. UNDERDRAINPIPE A. Comrgated Steel: AASHTO M36 Tlpe Itr. Holes 3/8" double row each side of pipe for 6"-10" size pipe. Triple row each side of pipe for 12"-21" pipe. Spaced in center of each depressed comrgation nearest to center pipe. Install hole row each side of pipe for 6"- I 0" pipe; triple row each side ofpipe for 12"-2l" pipe. Rigid PVC Schedule 35. Flexible Pollpropelene or Polyethylene/llancor. PREFABRICATED INLETS AND OUTLETS A. Comrgated Steel Unie: Conform to drawing dimensions, AASFITO lvl36. Bituminous coating when specified, AASHTO M190, Type A. Steps fabricated into units, B. Precast Concrete Units: In accordance with drawings, ASTM C4?8 and C789, wall "Bn, wall thiclness l/12 intemal diameter, Steps precast into units. 2.04 MANHOLE A. Manhole Bases: Precast concrcte. Manhole base and first barrier section cast monolithic per ASTM - c478. B. Malbole Sections: ASTM C478. Precast concrete wi0r minimum wall thickness l/12 of interoal diameter, Cones eccentric. C. Manhole Ring and Cover: Cast iron, ASTM A48. Ring and cover combined weight greater than 400 lbs., machined to fit securcly. Non-rocking cover. Hot dipped in asphalr Gore Creek Residences - Residential Vail, Colorado 03 January 2005 T i Storm Drainage 02630-Z I t D. Manhole Steps: Two non-skid grooves in the surface of step and capable of carrying load of 1,000 lbs. 6" from face of manhole. E. Manhole Joint Sealant: RubberNek. I 2.0s SLoTTEDDRATN - A. AASHTOM36 withgrate assembly,AsTM A123. Joint and couplers ofring compression tlpe. Where I required, expanded wire mesh attached across top ofdrain opening. Fittings provided with annular ends I for hugger-type bands. I 2.06 FRAMES, GRATES, COVERS, AND STEPIr A. Metal units conform to drain dimensions and to following for designated material. t B. GraylronCastings: AASHTOMI05.I C. Carbon-Steel Castings: AASHTO M103. I, I D. Ductile Iron Castings: ASTM A536. .r E. Structuralsteel: AASHTOMIS3 andASTMA2S3,GradeB. Galvanizing,wherespecified,AASHTOr Mlll'I 2.07 BEDDING I A' ;1x39,fii'.T;::11!:'oo"*ntbvweishtpassingsquaremeshsieves:3/4"'100;No'4'3G65;No' I B Underdrain - washed gravel: percenr by weight passing square mesh sieves: l" , l00P/.;314 ,95- l 007o;I No.4. Gs%. I 2,08 CONCRETEMATERIALS I- A. General: All materials furnished from sources approved by Engineer. I B. Cement: ASTM Cl50 forPortland Cement, Type IL Cement which has become partially set or containsI lumps, caked cement and have been exposed to inclement weather shall be rejected. I C. Aggregate: ASTMC33. I D. Water: Water used in mixing or curing concrete shall be clean and free from oil, acids, salt, alkali, or I organic materials harmful to concrete. I 2.w coNcRETEMIx I A. DesignMix: I l. Proportions: Cement 5-l/2 sacks per cubic yardr $"ff:;3Tiffr#,",* Maximum size agiregate 3/4" I 2. Slump: 4" maximum , Storm Dralnage 02630-3 Gore Creek Residences - Residential Vail, Colorado f 03 January 2005 I I 3. Strength: Minimum 3,000 psi at 28 days 4. Ak Conte'J;t:. So/o-1%s B. Job Mixed Concrete: Mixed in drum mixer conforming to ConcreE Paving Mixer Standards ofMixer Manufaoturers Bureau of Associated General Contractors of America. Mixer shall be capable of combining aggregates, cement, and water into ftoroughly rnixed and uniform mass. Discharge entire contents ofdrum before recharging. Continue mixing ofeach batch for not less than | 0 minutes after all materials are in drum. C. Ready Mixed Concrete: Proportioned, mixed, and uansported in accordance with ASTM C94. futy concrete not plastic and workable when it reaches project shall be rejected, PART3EXECUTION 3.OI TRENCHING A. Trench Excavation: Excavate to depths required. Confine excavation to work limits. B. Rock Excavation: Prior to removal, notifr Engineer ofareas requiring rock excavation. C. Blasting: In general blasting will be allowed in order to expedite the work if a permit by the local authority havingjurisdiction is granted. All explosives and appurtenances shall be rarsported, bandled, storcd and used in accordance with the laws ofthe local, state and federal governnents, as applicable. All blasting shall be conrolled so as not to injure any existing strucnue or facility. The protection oflife and property and all liability for blasting shall be placed solely on the person or persons conducting 0re blasting operation. The hours ofblasting shall be in accordance with the permit ofthe local autbority. Prior to blasting, provide minimum 24 hour notification to Engineer. 3.02 IINSTABLE TRENCH BOTTOM, EXCAVATION IN POOR SOIL A. Ifthe bottom oftbe excavation at subgrade is found to be soft or unstable or to include ashes, cinders, refuse, vegetable or otha organic material, or large pieces or fragm.ents ofinorganic material that cannot satisfactorily support the pipe or structure, then the Contactor shall firther excavate and remove such unsuitable material. Before the pipe or structure is installed, the subgrade shall be accepted by the Engineer. 3.03 BEDDINGOTHERTIIANUNDERDRAINS A. Pipe: Install in conformance with drawings. Place from minimum of 4" below bottom of pipe to centerline for full width of trench. B. Culvert: Install in conformance with drawings. Place from minimum of 6" below bottom of pipe to centerline ofpipe for entire wid0r of tsench. 3.04 PIPEINSTALI..A,TION A. General: For new embankrnenn, place fill so width each side of pipe is at least five (5) times pipe diameter. After embanlsnent is plaoed, proceed with renching. Begin all pipe installation at downstream end. Bell or groove ends of rigid conduit and outside circumferential laps offlexible conduit facing upsEeam. Place flexible conduits with longitudinal laps or seams at sides, I I I I t t I I t T t T t I I 02630-4 Gore Creek Residences - Residcntial I 03 Januar_v 2005 f Storm Drainage B. c. D. B, 3.05 t t I l I l t I I t I t t t t I I I I Comrgated Steel Pipe: Remove all loose excavated materials from bottom of t€nch and install bedding to required thickness. Install pipe true !o tine and grade. Install remaining bedding material along sides of pipe to avoid any voids. Repair bituminous coating damage using similar coating material. Lubricate coupler bands. Vertical elongation caused by backfill operation shall not exceed 37o ofpipe diameter. Compact backfill to 90% AASHTO T99 and continue to I' over top ofpipe. Concrete Pipe: Extend bedding around bell where bell and spigot pipe is used. Place pipe on bedding as shown on drawings. Place rrmaining bedding along pipe sides with no voids. Compact backfill to 95% AASHTO T99 and continue to I' over pipe. Underdrain Pipe: l. General: Install to lines and grades shown on drawings. Extend underdrain material a minimum of 6" over top of pipe. Cover underdrain material for entire width of tench with filter fabric. If shown on drawings, line trench with fabric before installing pipe and underdrain material. 2. Concrete Pipe: Install wittr bell resting on trench bottom facing up grade, with underdrain material supporting pipe. 3. Comrgated Steel or PVC Pipe Holes or perforations placed down with maximum l" underdrain material under pipe. Joint according to manufactuefs recomrnendations. SLOTTED DRAIN INSTALLATION Install in accordance with drawings. Trench as narow as possible and backfill to create unifonn foundation side support. Install true to line and grade. 3.06 MANHOLE CONSTRUCTION Manhole: Construct in accordance with drawings. Ext€nd concrete manhole base at least 8" below pipe barrel. Slope floor of manhole frorn centerline of pipe to maximum of 2" above top of pipe at hce of manhole. Shape invert afler manhole is set. Construct side branches with as large radius ofcurvature as possible to cormect to main invert. Inverts shall be smooth and clean with no obstructions, allowing insertion ofexpandable plug in pipe. Place complete and continuous roll ofjoint sealant on base ring in sufficient quantity, so there will be no spaces allowing infilration. Join each succeeding manhole section in similar manner. Trim auray all excess material and repair all lifting holes. Turn eccenfic cone and steps away from roadway ditcb. Manhole Ring and Cover: Install at grade of finished surface. Where surface will be completed after manhole construction, set top ofcone so ma(imum of six - two inch thick reinforced concrete rings will adjust ring and cover to final grade. 3.07 CONNECTION TO EXSTING MANHOLE Make comrections to existing rnnholes, where no pipe is stubbed oug in similar manner as new mnhole. Break small opening in existing manhole as necessary to insert new pipe and attain watertight seal. Chip existing concrete bench inside manhole to provide enough thiclness for mortar bed to make new $nooth continuous invert. Place expandable waterstop around portion of sewer pipe inserted into existing manhole. Use expandable grout to completely fill hole in manhole to create watertight repaL. Gore Creek Residences - Residmtial Vail, Colorado 03 Januarv 2005 Storm Drainage 02630-s 3.08 CONCRETE WORK Placement: Place to required depth and width conforming to drawings. Place concrete as uoiformly as possible to minimize amormt of additional spreading. Place and consolidate with zuitable tools to avoid formations of voids, honeycomb, or pockets. Well vibrated and tamped against forms. Retempering: Do not retemper concrete or mortar which has partially hardened by remixing with or without additioual cement, aggregate, or water. Provide concrete in such quantity as is required for immediate use. Curing: Protect against loss ofmoisture, rapid temperature change, rain, or flowing water, for not less than two dap from placement of concrete. Immediately after finishing, cover concrele surface with curing medium which is applicable to local conditions as approved by Engineer. Protect exposed edge of concrete slabs by removing forms immediately to provide these surfaces with continuous curing treaEnent. 3.09 BACKFIII A. One Foot Over Pipe: Use 3/4" road base for cover material and backfill by approved mechanical methods. Cover material shall be clean, free from organic materials, chunks of soil, frozen material, debris or otber unsuiable materials. Place and compact starting at top of pipe bedding extending upwards to I' above top ofpipe. Place in lifts to a density of90% AASHTO T99, at a point 6" above top ofpipe. B. Remainder of Trench: Backfill with same materials excavated from work limits unless unsuitable. No rocks over 6" in diameter in top 12" of tnench. 3.IO COMPACTION A. Demonstrate method of compaction Engineer will test compacted demorxitration section for uniform density throughout depth of each lift. Alter construction methods until providing one acceptable to Engineer. Continue same procedure until significant change in soils occurs, or required compaction is not b€ing achieved, then demonstrate new method. B. Compaction requirements for all Enches within limits ofpavement, shoulders, or back of curbs: l. Predominandy of cohesive soils where AASHTO T99 procures are applicable: Compact uniformly throughout each lift to 95% AASHTO T99. For granular soils the moisture content shall be -2 to +2 ofthe optimum rnoishlr€ content. For clay soils the moisture content shall be 0 to +2 of the optimum moisture content. 2. Predominantly of rock, to 6" in diameter: Place in loose lifts up to average rock dimension. Placing ofoccasional boulders ofsizes larger than maximum layer thiclcress may be agreed to by Engineer, provided material is carefully placed and large stones well distributed with voids completely filled with smaller stones, earth, sand, or gravel. l,evel and smooth each tayer to distribute soils and finer fragments of earth. Wet each loose layer as necassary to facilitate compaction prior to placing additional lifts. Gore Creek Residences - Resldential Yail, Colorado 03 January 2005 I t I T I l T I t I B. c. T 1 I I I T I I Storm Drainage 02630-6 B. c. D. 3.1I t t I t I I I I I I I I I I I I I I I 3. All backfill placed below foundations shall have the following characteristics : Sieve Size Maximum Percent Passing (%) Upper Limit 3"100 Lower Limit No.4 5 The backfill shall be compacted using a vibratory compactor and should be compacted to at least 98 percent ofthe sandard Proctor density (ASTM D698). CONCRETE STRUCTURES General: Cast-in-place concrete conforming to dimensions shown on the drawings and accuate to tolerances of l/4". Install forms so all finished lines will be true and straight. Install reinforcing steel with the spacing between the forms and between bars as shown on drawings. Keep excavation dry during construction, Compaction requirements same as above, Inles and Outlets: Either cast-in-place or precast unic, in accordance with drawings. When required, set castings accwately to grade with adjusunent courses of brick in full mortar beds. Construct pipe inverts or smooth concrcte inverts same size as pipe up to centerline of pipe, with bench to stand on. Frames, Grates, Covers, and Steps: Install accurately according to drawings. Anchor castings in place and set in adustrnent mortar to assure firm foundation. Trash Guards: krstall in accordance with drawines and manufacnuel's recommendations. 3.12 PAVEMENTREMOVALANDREPI-ACEMENT Score existing surface with cutting wheel to create clean break line. Remove and dispose of existing surface and aggregate base course. Leave 6" undisturbed subgrade lip on each side of trench. After trench has been backfilled and properly compacted, place aggregate base course in accordance with permit requirements or minimum thickness in thcse specifications. Compact aggregate base course to 95%AASHTOTl80. Replace pavernent in accordance with permit requirements or tninimun thickness in these specifications. Compact asphalt to 95% ASTM D I 559; consolidate concrete with vibrators. J.I J FIELD QUALITY CONTROL Notifu Engineer at least 24 hours in advance ofpipe being laid in any trench. Cover no pipes until observed by Engineer. 3.14 CLEANUP AND RESTORATION Restore all pavements, curbs, gutters, utilities, fences, irrigation ditches, yards, lawns, and other structures or surfaces to condition equal to or better ttran before work began, and to satisfaction of Engineer. Deposit all \vaste materials in desipated waste arEas. Grade and shape disposal site. Complete topsoil and reseeding of site ifrequired- Where disposal sites are not designated, remove and disoose of all waste materials offsite. ENDOF SECTION Gore Creek Residences - Residential Vail, Colorado 03 Januarv 2005 Storm Drainage 0263U7 t.02 I T I I I I l.0l SECTION 02810 LANDSCAPE IRRIGATION Specifications for Underground Sprinkler System Installation PART l: GENERAL CONDITIONS GENERAL STATEMENT The specifications set forth herein pertain to 0re installation ofan underground irrigation system. Consullant refers to Owner's Representative RELATED WORK SPECIFIED ELSEWHERE Section 02480 - Planting, Sodding Section 022140 - Earthwork SCOPE OF WORK A. The applicable provisions of 0re General Conditions and Supplementary Conditions of these specifications shall govem the work of this section as if it were uritten here in full. B. This work shall consist of installing a complete underground irrigation system as shown on the drawings. The contractor shall include all labor, materials, permie, licenses, inspection tools, facilities, Uansportation and equiprrnt necessary for the installation ofa complete system according to the plans and specifications. No substitutions ofmarcrial or the procedure shall be rnadc conceming these documents without the written consent ofan approved equal by the consultant. The work shall comply with the requirements ofall legally constituted authorities having jurisdiction. C. All work in this section shall be coordinated with all utilities and fades responsible for their installalion. D. Work called for on the drawings and details shall be fumished and installed whether or not specifically mentioned in the specifications. OUALITY ASSI.JRANCE A. IrriqationDrawines: The irrigation drawings are essentially diagrammatic. Due to the scale of the drawings, all characteristics ofthe system (i.e., sleeving, fittings, etc.) may not be represented. The contractor shall carefirlly inspect the site and plan his work accordingly, supplying any materials and equipment necessary to install said characteristics. The contactor shall notifu consultant ofany discrepancies between site dimensions, grade differcrrces, obstuctions, etc., and those on the drawings that might not have been known during preparation of irrigation drawings. lfsuch wrinen notifications are not made, contractor shall assume all expenses and rcsponsibility for any revisions necessary. Work called for on the Drawings by notes or on details shall be fumished and installed whether or not Gore Creek Residences - Residential Vail, Colorado 03 January 2005 1.03 1.04 I I T I I I I I I I t I Landscape Irrlgation 02810 - I I I I B, specifically mentioned in the specifications. Design locations ofheads, valves and lines are approximate. Conbactor shall make minor adjusnnenn of locations to avoid conflicts with planting, buildings and other obstacles. All frnish grades sball be approved prior to installation of the irrigation system. Experience and Observations: L Work shall be performed in accordance q"ith the best standards of practice relating to the various Fades. The contsactor shall be highly skilled and proficient in the installation of irrigation systems of this magninrde. If requested by owner or consultant, contractor shall submit a list ofthree (3) projects ofequal complexity with references. Contractor must have a minimwn of five (5) years experience with projects of comparable size. The contractor shall coordinate installation of irrigation system with other trades on the project. Superintendent approved by the consultant sball oversee the irrigation system installation and shall be available on a daily basis. The superintendent shall not be changed unless approved by the consultant 2. No materials ofany kind shall be installed on the project until they have been approved by the consultant. The consultant reserves the right to observe insrallarion ofthe irrigation system at any time and to reject any and all materials or workmanship that does not rneet project specifications and standards. Materials used without prior consent of the conultant may be rejected and removed at contractorrs expens€. Approval of materials is for design purposes only and shall indicate that materials visually meet specifications, but this acceptance shall not relieve contractor ofany guarantees. Contactor shall be responsible for the total perforrnance of such substitution to equal or surpass the original design in every respect. Consultant reserves the right to reject installed substitution if, in his opinioq it proves unsatisfactory. Contractor shall replace substitution at his own expens€. 3. Before final acceptance ofthe project, the contractor shall show evidence to the consultant tbat all subminals, etc., have been received by the owner. 4. Connactor shall give consultant forty-eigbt (48) bours notice with rcquest for staking or for field observation, Head and valve staking must be approved prior to corrmerrcement of installation. Contnactor to veriS site conditions before commencing work ConFactor to notify consultant in writtcn form ofany site irregularities prior to commencing worlc Initiation ofirrigation installation implies contractor acceptance ofexisting conditions. Ordinances and Reeulations: Contractor shall observe all state and local laws, ordinances, regulations and applicable codes concerning the materials and iutallation of the irrigation systern. Sbould a conflict arise between ordinances, laws, codes, regulations and specifications, the most sbingent requirements will prevail in anv case. l-05 SUBMITTAI,S Material List: I I t I t I I t I T t t T I 1.A material list ofall products and materials to be used in the project shall be submined to the corsultant prior to installation ofirrigation system. Consultant reserves the right to reject any and all materials that have been installed but have not been approved. Gore Creek Residences - Residential Vail, Colorado 03 Januarv 2005 Landscape Irrigation 02810 - 2 I I I 3 . Contractor may request an approv€d equal to a product specified on the plans. ConEactor must submit cut sheets of the product seven (7) days prior to bid opening to the consultant. Consultant shall respond to the request within lhree (3) days ofreceiving product information. 4. Manufacturels wananties shall not relieve the contractor ofhis liability forproject guarantee. Such warranties shall only supplement the project guarantee. B. Operatins and Maintenance Manuals:ta t L Contractor is to deliver to owne/s rcpresentatives the following before final acceptance ofthe ngatron system: 'lI a. Index sheet ofContractor's address and phone number. b. List ofmaterials and manufacturer's representatives with addresses and phone numbers, I c. Operating and maintenance instructions ofall equipment with shutdown and start-up I procedures for the irrigation system. f C. Additional Equipment: I L Equipment to be fumished as part of this contract to the olvn€r at the completion of the project I before final acceptance ofirrigation system: I a. Two (2) manual drain valve kela ofappropriate length; b- Two (2) gate valve or stop and waste valve keys of appropriate leDgfi; a c. Three (3) quick coupler keys and two (2) matching hose swivels; I d. Two (2) sets of special tools used for maintaining and adjusting each t1rye ofsprinkler head and valve supplied; I e. Two (2) keys for each automatic controller; f. Two (2) sprinkler heads and nozzles for each type used.I D. As-Built Drawine: I I l. Before final acceptance of the irrigation system, contractor shall supply owner with a reproducible Mylar As-Built Drawing. Drawing shall include dimensioned locations of allI :H'IffiT"T.'#1TffS:f"I"hffi#?::::*h?.tr"!H:"3:l,Tf ,T*i,'ii; || water lines, and any other items as requested. As-built drawings are to be updated weekly throughout the length of the project and to be made available to the consultant The owner f shall not approve any pay requests ifthe As-built Dra\rr'ings are not current.\II If requested by oumer, consultant shall review submitted As-built Drawings and reject the drawings if they are not legiblg etc., or do not contain the proper equipment. Iri r.06 pRorEcrIoNoFpRopERTyANp sATETyMEASUREs il A. Properw and Utilities: I Landscape Irrlgation 02810 - 3 Gore Creek Residences - Residential Vail, Colorado 03 January 2005 I I I I I I I l t I T t I I I T I I I t I I r.07 1.08 l. All trees, shrubs, flowers, fences, buildings, walks, roadways, and other properfy slnll b€ protected from damage. Any damage to said properly shall be repaired or replaced to the owueds satisfaction at the contractor's expense. Open trenches left exposed shall be flared and banicaded as per O.S.H.A. regulations by the contactor. Contractor shall restore all areas to their original condition. Contractor shall be rrsponsible to contact utility companies and the owneds representative for staked locations ofall utilities on the property. Ifstaked utilities are damaged by the contactor, the utilities shall be repaired at the contracto/s expense. 2. AII renching and other work within three feet ofexisting rees shall be done by hand so as not to damage tree roots or limbs. All trenches shall be no less than one foot from the trunk ofany lree, 3. Promptly notify consultant of unexpected zub-surface conditions. B. Reolaceme.lrt of Pavine and Cu6s: | . Darnage caused by t€nching, crossing existing and/or proposed roadways, paths, curbing, etc., shall be kept to a minimum and all damaged areas shall be restored to their original condition at the conbactofs expense. This will include compaction of subgrade to ninety-five percent (95%o) relative compaction. Restoration shall take the following coruse: a. Match exi5ti"g paving sectios for asphalt paving. Thoroughly compact sub-base, base course, and binrminous course, marching grade ofexisting paving. No rough or rolled grades will be allowed. b. Blacktop curbs - hot mix bituminous curb mix amped and shaped to match adjoining curbs. c. Concrete paving - concrcte to match adjoining concrete work, with expansion joints. d. Sidewalks - concrete to match adjoining concrete work. MATERIAL HANDLING. STORAGE AND CLEAN TJP A. Material Handline and Storase: Contractor shall be cautious in handling and insalling pipe and rnaterials. Consultant reserves the right to reject any and all materials that are damaged. Damaged and defective pipe and equipment is to be removed tom the site. Contractor shall make arrangements with the owner to store materials on site. Do not expose plastic piping to prolonged sunlight B. Clean Up: Contractor shall endeavor to keep the site clean at all times. At the completion ofthe project, the contractor shall remove all construction equipment and s.Eplus materials from the premises leaving the area in a clean and acceptable condition. Surplus materials shall include uruuitable excavated materials, rock, trash, and debris. Any equipment or debris which is not removed shall be removed at the experxe ofthe contractor, FLUSHING. TESTING AND COVERAGE Gore Creek Residences - Residential Vait Colorado 03 January 2005 Landscape Irrigation 02810 - 4 B. 1.09 l'l0 I t I I I I I I T t I T I l I I I I I Flushine: AII lines shall be thoroughly flushed to eliminate any foreign matter b€fore sprinkler heads are installed. Testinq: l. In the presence ofthe consultant, the contractor shall conduct a pressure test on the mainline pipe at a pressure of | 00 PSI for a period of two (2) houn. Any leaks or breaks during the test shall be repaired and the mainline will be tested until accepted. AII test equipment and pumps shall be supplied by the contractor as part of lhe contract 2. The contractor is responsible for providing the proper amount of water on sod and plant material !o establirih and sustain optimum plant growth. The watering program is to be included on As-built drawines. C. Coveraqe: After the sprinkler heads have been installed, and before installation of sod, the contractor shall conduct a coverage test in the presence of the consultant to determine ifirrigated areas are receiving the proper amount ofwater. As directed by the consultant, the contractor shall make adjusftnents for proper coverage at no additional expense. This shall include changing ofnozzle patterns and degrees ofarc- Contractor shall perform, at no additional expense, the required work to correct any covetage problems due to deviations from irrigation plans or to problems caused by installing according to plans when it is obvious that the plans are inadequate, without bringing it first to the attention of the consultant. No overspray is permitted on any sruchJr€. Any areas which do not conform to the designed characteristics of the drawings and unauthorized changes or poor installation practices shall be repaired or replaced by the contractor at his expense. PRELIMINARY INSPECTION A. Preliminary inspection will occur aftercompletion of entire irrigation system. Provide 48 houn notice to consultant for inspection. B. Preliminary inspection will evaluate the performan@, coverage, appearance and conformance of the system to that ofthe drawings. Contractor shall rework or replace items that do not meet consultant's approval. C. Consultant will provide punch list of items to be corrected. D. Conractor will correct all punch list iterns at this experse. FINALINSPECNON A. Upon completion of punch list items, contractor will give consultant 48 hours notice to set up final inspection. Final inspection will take place after all as-built drawings, controller charts and submittals have been provided to and accepted by the owner. B. If, after inspection, the consultant determines that all work conforms to the drawings, he will issue a written notice of acceptance. Gore Creek Residences - Residential Vail, Colorado 03 Januarv 2005 Landscape Irrigation 02E10 - 5 I T I I I I t t I I I I I I I T I l. LlI t.l2 C. Final acceptance will not be given until all punch list items and subsequent new items are corrected. Funds shall be withheld from the contractor to pay for any zubsequent inspection as deemed necessary by the owner to eDsure compliance with contract drawings, specifications and details. D. Ifthe consultant determines that the irrigation system is obviously not completed to warrant a final irupection, the contactor shall pay the consultant to cover costs for final inspection. WINTERIZATION Contractor shall be responsible for draining ofthe inigation system at the close ofthe 2004 sprinkling season and for start up of the system in the spring of 2005 without being requested by owner. Contractor shall use compressed air or an acceptable equivalent to drain systern. Use proceduras that are indusry standards. Contractor shall adjust system (sprinkler heads, coverage, etc.) as part of the start up procedures. WARRANTY It shall be the responsibility of the conractor to insure the satisfactory operation ofthe entire irrigation system and the wor*rnanship and restoration of the project area. The entire system, including materials, shall be guaranteed in writing to be complete and remain operable in every detail by the conracbr for a period ofone ( I ) year from date ofsubstantial completion ofproject, and the contractor agrees to make any adjustnents or repair any defects occurring within the one-year guarantee period within seven (7) calendar da1a from receipt of notice of malfunction by the owner. If contractor neglects to perform these duties widrin the specified time, the owner rnay make such repairs at the contractorrs experue; provided however, that in the case of an emergficy, wherein dre judgnent of tbe owner, delay would cause serious loss or damage, repairs or replacement may be made by verbal communication and without notice being seDt to the contractor, and the conFactor shall pay the cost thereof. Any settling ofirrigation renchedbackfill material during the guarantee period shall be repaired at contracto/s expense. Conract documents shall govem irrigation replacement the same as new work, Replacements are to be made at no cost to the owner. Any vandalism to the inigation system prior to final acceptance shall be repaired and/or replaced at confractot's expense. PART2: PRODUCTS 2.01 MATERIALS P.V.C. Pipe This specification describes the properties and performance required for polyvinyl chloride pipe. Pipe shall be suitable for use at maximum hydrostatic working pressure of200 PSI or 160 PSI as noted on plans, Pipe sball be made fiom clean, virgin, NSF approved, type I , grade I P.V.C., conforming to Astin Resin specification D1784-60 and project stand ardD224l for P.V.C. t I 20 SDR 26 or SDR 2l . P.V.C. Pipe is to be belled end and solvent weld. Solvent cement and primer shall be of the type prescribed by manufacturer. Markine and Declaration of Compliance Marking shall show the size, series, identification, manufacture/s trade name at interva.ls ofnot more than 20 feet. Pipe shall include the seal of approval of the National Sanitation Foundation spaced at intervals required by NSF regulations. P.V.C. Fittines: Gore Creek Residences - Residential I Vail, Colorado I 03 January 2005 II Landscape Inigation 02810 - 6 II t Ail pipe fittings to be schedule 40 P.V.C. (ASTM D2466 and Dl78a) unless specifically noted otherwise. Solvent cement to conform to ASTM D2564. f C. Brass Pipe and Finines: I l. Brass pipe shall be 857o red brass, (ANSI) Schedule 40. fJ 2. Finings shall be medium brass, 125 pound class, screwed type. . 3. Use a dielectric union wherever a copper based metal (copper, brass, bronze) is connected to a an iron based metal (iron, galvanized and stainless steel). D. Copoer Pipe:tI Copper pipe shall have the requirements of Type K, ASTM 88 8 . Finings shall be copper or cast bronze. Silver solder shall be used for joints. I E. SorinklerHeads:a Sprinkler heads shall be ofthe type and model as indicated on drawings.I I F, Backflow Preventer: I Backflow preventer shall be ofthe type, model and size as indicated on drawings. IrI G. Automatic Control Valves: I Automatic control valves shall be of the make specified, designed to operate with the specified I controller with size and model as listed on drawings. Control valve shall be normally closed type and shall have manual bleed nut and manual flow contol. I H. Drip Valve Assemblies:I Drip valve assembly shall be of the type, size and style as indicated on the drawings. Srainer shall have 120 rnesh nylon screen with l/2" blow-out. Pressure reducing valve shall have manual adjusting I nut. .- l. Drio Emitters and Tubine: t Drip eminers shall be of the type, style and size as indicated on the drawings. Drip tubing shall conform to ASTM D1248 and ASTM D3350. Capillary hrbing shall have l/8' i.d. I J. Drip Line Blovy Out Stubs: J Install drip line blow out snrbs at all ends ofdrip tubing. r G. Ouick Couplen: I Quick coupler valves shall be of the t1pe, size and style as indicated on the drawings. Quick coupler I valves shall be rwo piece with rubber locking cover. lt L. Gate Valves: I I Landscape Irrigation 02E10 - 7 Gore Creek Residences - Residentlal t vail, Colorado 03 Januarv 2fi)5I! I I I I l I T I I I I I I I I I I t t 3.01 Gate valves up to 2-1f2" ndlarger shall be brass with non-rising stem and I.P.S threads. Cate valves shall be as shown on drawines. M. AutomaticController: The automatic controller shall be fumished and located as shown on the plars, The controller shall be of the type, size and model nurnber as shown. Controller shall be equipped with primary line surge protector. Install valve oulput surge prot€ction arrestors for control wiring and common N. Q,nEsl_valve,l[!d!c: Irrigation control wiring shall be # 14 gauge solid A.W.G. and shall be U.F., U.L. approved. Connol wires to be red, comrnon wires to be white. O. Valve Boxes: Valve boxes shall be of the type, size and style as indicated on the details. A Carson ll9l0- 12 box shall be used for control wire splices. Use one (l) valve box for each valve installed. Where multiple valve boxes occur, anange in syrnmetric order and appeamnce. No valve box extensions will be accepted. On the underside ofall conrol valvc boxes shall be rnarkings clearly indicating controller number and valve number, PART3: EXECUTION INSTALI,.A,TION A. Trenchinq: l. Trenching and installation ofirrigation system shall not commence until final grading has been completed and approved by the owner. 2. Trenches shall be cut to true line and grade, and shall be excavated so tbat thepipe shall drain uniformly toward the drain valves deemed necessary to properly drain the sptem. Minimum grade ofpiping to drain shall be 3'1100'. All debris and rocks shall be removed from trenches. For piping 3" and larger, hench width shall be sufficient for installation of pipe widr a clearance ofat least 4 inches horizontally on both sides ofpipe within tench. 3. Pipe pulling may be used ifsoil conditions arc acceptable to the consultant. 4. Installation Deoth of Pioine: Depth of mainline from top of pipc is 24" Depth oflateral (rotor) from top ofpipe is 18" Dep0r of lateral (popup) from top of pipe is 12" Depth of shrub (pop-up) from top ofpipe is 18" Depth of wiring - side of mainline B. Plastic Pipe and Finines: Gore Creek Residences - Residential Vail, Colorado 03 January 2005 Landscape Irrigation 02810 - 8 D. I I T t I l I l I I I I I I I 1 I I I l.All pipe and finings shall be installed as per manufacture/s recommendations. No pipe shall be installed in temperatures of 40 degrees F or less. No pipe shall be installed on non- compacted fill dirt. Plastic pipe shall be snaked horizontally in trench and square cut u/ith burrs removed from inside of pipe. Provide for thermal expansion and contraction. For threaded connections, use sealants that are recommended by the manufacturer for use with plastic. Do not use oil based pipe joint compounds. Assemble ftreaded connections by tightening I to t-l/2 tums beyond finger tight. Keep piping clear ofdirt and pipe scale. Keep open ends ofassembled piping capped. Teflon tape is to be used on all plastic threaded joints. Solvent weld joints shall be made according to manufacture/s recommendations. Allowjoints to set at least 24 hours before pressure is applied to the piping. Backfillinq: l. All backfilling shall be done with approved soil, free of any debris including rock and debris I " in diameter or larger, and shall be puddled and/or mechanically tamped to prevent settling. Backfilling sball not be done with frozen or caked soil. Excess debris encountered during backfill process shall be removed at the contsactois expense. Backfill shall be compacted to 95o% standard proctor density (ASTM D698-78). Any backfill soil removed due to unsuitability shall be replaced with new, approved soil at the contracto/s expense. Any settling during the warranty period ofthe bacldill material shall be repaired at the contracto/s expense, including any damage to other items alfecting by the senling. 2. All lateral lines shall be installed in trenches with a minimum of 6" clearance' 3, Do not install lateral lines within 2'of lines of other trades. Installation of Pioins Under Pavine: Contractor to coordinate installation of sleeving with other applicable trades. All piping that is to be located under areas where asphalt or concrete paving is to be installed shall at an | 8" depth below top of road base. Piping is to be encased in sand 4" on all sides. Add backfill in 6" lifo and use mechanical tamping to reach 95" standmd proctor density. Contractor is to match and install new paving and base with existing paving and base wher€ cutting of paving is necessary for installation of piping. Contractor must obtain written approval from the consultant ficr the process. Installation of piping under existing walks is to be done with jacking or boring. Any cracking or breaking of the walk is to be repaired at contractor's expense. Contractor shall repair or replace to ie original condition any damage caused by settling of sleeving during the warranty period. Sprinkler Heads: All sprinkler heads located in turfareas shall be adjusted vertically to be flush with final finish grades. Install heads as per detrils with spacing according to plans. Lstall heads on double swing joint assemblies. Angle ofnipples relative to lateral lines shall be no more than 45 degrees and no less than 15 degrees. l,o€ate rotary sprinklers 6" (spray heads 3") away from walls, fences and paved areas. Gore Creek Residences - Residential Vail, Colorado 03 Januarv 2005 Landscape Irrigation 02810 - 9 I t t T I I N T I I I 1 I T I F. J. Under no circumstances shall the spacing exceed the maximum spacing recommended by the manufacturers. Gate Valves: lnstallation of gate valves shall be as indicated on the details. Backfl.ow Preventer: Installation of backflow preventer shall be as indicated on rhe details. Install as per local and state codes. The most stringent requirement for backllow prevention shall prevail in case of a conflict. Automatic Control Valves: Installation of automatic control valves shall be as indicated on the details. All control valves shall be installed as close as possible to the locations as shown on plars. Drip Valve Assemblies: Installation of drip valve assemblies shall be as indicated on the details. Drio Eminers and Tubine: Installation of drip emitters and tubing shall be as indicated on the details. Drip tubing is to be installed at a depth of4" below top ofgrade. In this case, top ofgrade does not include mulch or rock layer. Drip line blow out stubs are to be installed at all ends ofdrip tubings. Install drip tubing in turf areas as lateral piping. Ouick Couoline Valves: All quick coupling valves shall be insialled as double swing joint assemblies of schedule 45 PVC. Angle of nipple relative to mainlinc shall be no more than 45 degrees and no less than 15 degrees. Install as per detail. Automatic Controller: l. Aulomatic controller shall be installed as per manuhcturer's recomrnendations and/or irrigation details. Each controller shall have its own separate ground wire and reduced, laminated as- built drawing installed in the door. Confoller charts shall be legible and color coded to show valve numbers and their respective zones. Charts are to be hennetically sealed between two layers of20 mil. Thick plastic sheets and approved prior to final acceptance. 2. All work performed as electrical iostallation shall conform to applicable codes. All high volhge electrical work shall be performed by a licensed elecrician. The contractor shall be responsible for the electrical connection ofthe controller with the metered electrical line at the base of the controller as provided by the oumer. 3. InsAll one valve output surge protection arrestor on each control and common wire. 4. Install a circuit breaker and elecEical on/oIf swirch for each controller. Gore Creek Residences - Residential Vail, Colorado 03 Januarv 2005 t T I Landscape Irrigation 02810 - r0 I I I I I t M. Control Wirinq: Installation ofconhol wires shall be strung as close as possible to the mainline with such wires to be located on one side of pipe. Wiring to be installed in separate rench if not along mainline. All underground electrical connections shall be made with Rainbird Pentite connectors. Any splices not within control valve boxes shall be installed in a Carson #9l0.l2 valve box. The contractor shall leave a minimum loop of 24" at each control valve, each splice and every I 00 feet ofwiring. Wiring is to be bundled every 20 feet with one (l) control wire used for every control valve. Install two (2) spare #14-l wires along complete entirety of mainline from controllers to farthest control valve on each and every branch ofmainline. Color to be blue. N. Drain Valves: Manual drain valves shall be installed as per details. Contractor shall supply, locate and irstall drain valves so as to &ain entire mainline. I T 528spcl I I Landscape Irrigation 02810 - ff Gore Creek Residences - Residential I Vail, Colorado 03 January 2005 t l I t T I I I I I I t I I I T I I I I I I I I I I sEcTroN 02900 LAI{DSCAPE PLANTING SCOPE OFWORK Fumish all labor, equipment, ransportation and materials to complete the landscape planting as shown on the drawings and herein sp€cified: A. Soil preparation and fine grading. B. Planting, mulching, and fertilizing of rees and shrubs, perennials and ground covers. C. Staking ofrees. D. Preparation and planting ofground cover, sod lawn RELATED WORK NOT INCLUDED IN THIS SECTION A. Irrigation B. PlantingMaintenance GRADING The Contractor Shall be responsible for maintaining finished gpdes in all planting areas, and for executing and fine grading necessary for surface drainage and uniformity, or incidental to all planting operations. MATERIALS A. Commercial Fertilizer shall be Osmicote, or equal in pelleted form, and shall be complete, of which part of the elements are derived fiom organic sowces containing in available form by weight: Nirogen, Phospboric Acid, and Potash. Ifcomrnercial fertilizer having this analysis is not obtainable, other commercial fertilizer may be used providing it meets with the approval of the Landscape ArchitecL B. All fees shall be staked with 3 green wood stakes per tree. Stakes for Aspen trees are green, 6' wood posts. Stakes for Spruce trees are green, 3' wood posts extending approximately 6 to 8" out ofthe ground. Trees are to be gu)€d urith #12 wire and fastened to the tree with green nylon tree straps. Aspen clumps to have main stems (more that one) guyed. C. Plants shall be the variety, quantity and size indicated. When total quantities are tabulated, they shall be considered approximate, and are fumished for convenience only. l. Quality and size shall conform to standards set for0r in American Standard for Nursery Stock (ANSI 260.1)and or the ALCC Specifications Handbook. . Nursery-grown stock only shall be used, and whicb are free fiom insect pests and diseases. Approved collected material is called out in the Plant Schedule. 2. All plants shall comply with Federal and State laws requiring inspection for plant diseases and infestations. lnspection certificates required by law shall accompany each shipment ofplants, and certificates shall be delivered to tbe Landscape Architect. The Contractor shall obtain cleararre Gore Creek Residences - Residential Vail, Colorado 03 Januarv 2005 Landscape Planting 02900. I I I I I I t I I t I I I T t I I I J. 4. 5. 8. 9. 10. il. 12. from the County Agricultural Commissioner, as required by law, before planting plants delivered from the outside the County in which they are to be planted. All plants shall be tue to qp€ or name indicated, and shall be tagged in accordance with the standard practice recommended by the American Association of Nuserymen; however, determination ofplant species or variety will be made by the Landscape Architect, and his decision shall be final. Plants shall be healthy, shapely, and well rooted; and roots shall show no evidence ofhaving been rootbound, restricted or deformed. Root condition ofplants in containers will be determined by removal of soil from the roots ofnot less than two (2) plants, nor more than 2% of the total number ofplants ofeach species or variety, except when container-grown plants are from a several soutces, the roots ofnot less than two (2) plan6 ofeach species or variety from each source will be inspected by the landscape Architecl In case the sample plants inspected are found to be defective, the Landscape Architect reserves the right to reject the entire lot (s) ofplants represented by the defective samples. All plants rendered unsuitable for planting because of this inspection shall be immediately disposed of offthe site. Each plant shall be handled and packed in the approved manner for that species or variety, and all necessary precautions shall be taken to ensure that the plants will anive at the site of the work in prop€r condition for successful growth. Trucks used for transporting plants shall be equipped with covers to protect plants from windbum. Substitutions will not be pemritted, except as follows: a. Ifproof is submitted to the Landscape Architect that any plant specified is not obtainable, a proposal will be considered for use ofnearest equivalent size or variety with an equitable adjustsnent of Conract Price. b. Such proof shall be substantiated and submitted in writing by the Contsactor within thirty- five (35) days after the effective date ofNotice to Proce€d. Trees shall have sraight trunks with the leader intacg undamaged and uncut. All old abrasions and cuts shall be completely calloused over. All trees and shrubs sball be measured when their branches are in normal position. Height and spread dimersions indicated refer to dre main body ofthe plant and not from branch or root tip to tip. Indicated sizes shall be before pruning. Plants shall not be pruned prior to delivery exc€pt upon approval of the Landscape Architect. Conractor is to provide the name and location of the nee supplier for the Landscape Architects / Owners review and approval of trees orior to delivery to dre project site. The Owner reserves the right to terminate the contract if the trees are not acceptable to the Landscape Architect and the Contractor is not able to produce acceptable trees. Plant materials shall also be subject to inspection and approval by the Iandscape Architect upon delivery to the site. Aspen trees called out as clump form means that at least one of the individual tree stems in the clump needs to be the size called out br on the plans. The other stems in the clump shall be close in size and proportion to the dominant stem. Spruc€ trees are to be Specimen Grade-A quality rees full in appearance with layered branches (not sheared to a solid Christmas Tree form), cone shape, with lsader intact with-out bare spots. Gore Creek Residences - Residential I Vail, Colorado I 03 January 2005 I Landscape Planting 02900 -2 I I I D. Shredded Cedar Bark mulch for sbrub beds, conifer beds and ree and shrub basins. ! E. Fine textured peat moss for all perennial and ground cover beds. r F. Turf Sod: Kentucky Bluegrass Mixture. It G. Wildflower Carpet: Perennial Wildflower Sod available from Stevens Home Care, Inc, or other approved equal sources.I f H. Planting backfill mix to consist of 807o native topsoil and 20% compost. I 5. FINE GRADING AND SOIL PREPARATION - A. Well-rotted compost shall be spread over the surface ofthe ground ofthe areas to be perermial bed or sodded at the minimum rate of two (2) cubic yards per thousand (1000) square feet or 2" deep (5" deep I in pereruriat and ground cover areas). The compostshall then be thoroughly rolo-tilled to a depth of I from a minimum of four (4) inches to a maximum of six (6) inches until no compost appea$ on the surface. Sewage sludge will not be allowed. I All sticks, stones and other debris appearing on the surface but not going through a hand rake shall bect carefully removed. The entire surface shall then be carefully bladed so that no unevenness appears. Finished grades shall be approved by 0re Landscape Architect before any planting is done. f B. All planting areas shall be thoroughly wet down and sprinkler coverage and operation confirmed. '. #g;:l to dry so as to be workable, after which thoroughly cultivate to a depth of 6 inches and allow I C. Spread l0 lbs. of iron sulfate evenly per 1,0O0 square feet ofplanting areas. Incorporate iron sulfrte into top 6 inches of soil in shrub areas immediately after approval of the I-andscape Architect. Iron I sulfrte may be incorporated into soil with soil amendment. Do not allow iron sulfate to stain pavement, I wood or other surfaces on sfiuctures. r D. Soil Amendment and Fertilizers: Spread evenly over all planting areas, including turf, gound cover, I and shrub areas at the following rates:t I . Soil amendmenfi For hrf areas. (2) cubic yards per thousand ( I 000) square feet or 2" deepilr 2. Soil amendment: For perennial and eround cover plantins beds add 5" ofcompost.I 3. Fertilizen 25 lbs. per 1,000 square feet. f Incorporate into top 6 inches ofsoil. I E. Scarifr all planting areas that become compacted prior to planting. I. ' F. Rake all areas to remove rocks I inch or larger in size, sticks and debris. Drag to a smooth, even I :t:ffi;.Otud" ," form all swales, pitch to catch basins, street curbs, etc., to insure proper surface I G. For turf areas, lightly roll surface and reshape to level humps and hollows. Secure I-andscape I Architect's approval before placing sod. I I LandscapePlanting I 02900-3 Gore Creek Residences - Residential Vail, Colorado 03 January 2005 I I I I t I I t I I I I I T I I t I I 7. TRE,E AND SHRUB PLANTING A. Mark tree and any B&B shrub locations using 12" wood stakes with colored flagging and size ofplant material indicated with black waterproof marker. l,ocations shall be approved and / or adjusted by the Landscape Architect before plant holes are dug. Conainer shrub, perennials and groundcovers to be placed according to the plan. The landscape Architect will review and or adjust placement prior to planting. B. Dig pits circular in outline with vertical sides as follows: l. One gallon containers: l8-inch diameter. 2. Five-gallon containers: 24-inch diameter. 3. Larger size materials: (B&B material, lS-gal. etc.) 18" wider than the diameter of the container. C. After pits are dug, break sides to open wall ofpit for root penetration. D. Backfill plant holes with backfill mix as specified, free from rocks, clods, or lumpy material. Backfill about l/3 of the hole with mix; place plant and water before adding remainder ofbackfill. E. Set plants in backfill to such depth that the top of the plant ball will be 3 inches above finished grade. Remove wire basket and any twine from top l/3 ofrootball. Backfill rest ofhole and soak thorougbly. F. Water backfill until saturated to the full depth of the hole. Hole shall drain completely within l/2 hour. G. Build 3-foot diameter watering basins around trees and 2-foot diameter around shrubs and water to drain through root ball. Basins shall be formed with 6inch bigh walls. H. Fertilize each tree and shrub immediately after planting as follows: L One-gallon-can plant l/4 pint. 2. Five-gallon-can plant: l/2 pint. 3. Fifteen-gallon-can and larger: l/2 pint. Spread fertilizer evenly over surface ofplant basin, and till into ground surface. In turfareas, spread amund plant and work into the soil. Water immediately. I. Fine grade planting areas to smooth, even zurface with positive drainage and no rocls, clods, vegetative particles or other debris. J. Spread 2" to 3n ofbark mulch around tree and shrub basins and in shrub beds. PLAIYTING SODDED LAWN A. Sod shall be defined as living, $owing grass, consisting ofblades, crowns, rhizomes, roots, and attached soil. Density of sod shall be such that the sod slabs may be handled, lifted, and moved without substantial breaking or tearing. Sod shall be essentially free ofweeds and injurious iDsecls when delivered. Sod shall be cut from mature, healthy turf fields with a sod cutter in even sized slabs which may be rolled or folded for transport; and the slabs shall be reasonably uniform in thickness; and the turfevenly mowed prior to harvest. Average thickness ofsod shall be 3/4 to I inch. Gore Creek Residences - Residential Vail, Colorado 03 January 2lX)5 Landscape Planting 02900 - 4 I I I I I I I I I I B. Weeds and debris shall be removed. All areas shall be rough and finished graded, leaving finished grade approximately I incb lower than curbs, sidewalk, concrete paving blocks to accommodate sod thicloess. Install irrigation system before finished grading. Shape and finish grading. C. Broadcast on all sod areas comrnercial fertilizer 6 -20-20 at 10 lbs. per 1,00 square feet (or as sod manufacture directs) prior to sod installation. D. Sod slabs shall be laid promptly after delivery to job site. In hot, dry or windy weather, the staked sod at job sile shall be lightly sprinkled with water to prevent slab edges from excessive drying. Sod slab ends and sides must b€ butted togeiher for a close fit without overlapping; stagger the ends. Sodded areas will be lightly rolled after a light initial watering, dren irrigate heavily to assure water penetration in dre soil to a depth ofS inches. E. Sod should stop short at an appropriate distance tom any existing fiees. The area inunediately around the crown should not be disturbed except for clean-up work The exact line around trees shall be set by the Landscape Architect. F. Newly sodded areas will be kept moist at all times for ten (10) days following installation. Particular care is to be taken to assure even irrigation dishibution on all areas of the sodded surfaces during hot, dry or windy weather. Excessive drying ofthe sod slab before it has rooted into the soil may result in turf damage. The rurf should not be allowed to wilt. After (7) to (10) days, the sodded area will be mowed at normally recommended heights. If finish grade has settled during this period, or if the surface is uneven, an additional light rolling shall be carried out. G. Protect sod areas by erecting srich fences, barriers, signs, etc. as necessary to prevent trespass. H. Selection of variety shall be determined on the basis ofturfuse, soil area, shade, rnaintenance and similar specific choices. The specific variety shall be selected by the ConFactor with the approval of the Landscape Architect, I I I T -I E. PLAI{TINGGROUNDCOVERSandPERENNIALS After soil preparation has been done (as indicated in section 5 above): A. Apply general fertilizer per rnanufacturet's instructions to insure good plant growth. Amount and type to be approved by the Landscape Architect B. Plant ground cover plants in evenly spaced rows with staggered spacing at equal intervals (see plant Iegend). Water immediately after planting and in sufficient quantity to wet the soil around the plants to a depth of8 inches. C. Add 2" ofdark extra fine peat moss mulch to the perennial and ground cover beds. D. After the plants have been thoroughly watered, allow the soil to adequately dry to provide a workable surface. Rake the area to provide a uniform even surface. I 9. wATERTNGI All plant materials shall be watered immediately after planting. After the first watering, water shall be I applied to all plants as often and in sufficient amount as conditions nay require to keep the plants in a I healthy and vigorous growing condition until completion ofthe Contract- ! LandscapePlanting 02900-5 GoreCreekResidences-Residentialr Vail, Colorado 03 January 2005 I I I I I 10.MAINTENANCE OF PLANTING A. From the time plants are planted until final acceptance of landscape installation, plants and lawns shall be watered, fertilized, and trash and debris shall be kepr removed; weeds shall be controlled, and replacements shall be made; all as specified and fi.rll compensation for such work will be considered as included in the Contact Price. B. All plant materials must be healthy and full in appearance or be subject to rejection by the Landscape Architect and / or the Owner. Rejection ofplant materials not in acceptable condition or appeafiurce can occur at any time up to Final Acceptance. Plant materials rejected are to be immediately removed from the site and replaced with the same plant material specified on the plans. CLEAN.IJP A. Remove all trash, rubbish, construction and planting materials, scraps, etc., from the site. Leave area in a neat, sightly condition. B. During construction, and on a daily basis remove any rocks and debris the roll into road ditches and remove all ernpty plant containers. APPROVAL OF PLANTING Prior to Final Acceptance, the Contractor shall receive approval ofthe installed planting. The Contractor shall notifu the landscape Archit@t a minimum of seven (7) days prior to the requested inspection. Before the inspection, the following conditions shall exist: A. All construction work shall be completed. B. All planted areas shall be neat and clean. C. All plants shall be installed and must be healthy. D. Trees and uee stakes shall be straight. E. Water basins are built and are intact. F. All 0agging and plant tags removed from plant materials. G. All plant materials must be full and healthy in appearance. GIUARANTEE AIID REPI,ACEMENT A, Guarantee all plant materials for one year from the date ofFinal Acceptance as stated on the Certificate ofFinal Acceptance. B. Replace all dead plants not in a vigorous condition immediately as direcled by the I-andscape Architect. Plants used for replacement must be of the same kind and size as indicated on the drawings, and planted as outlined above. All replacement ofplants shall be at the expense ofthe Contractor. ENDOFSESTION 02900 - 6 Gore Creek Residences - Residential Vail, Colorado 03 Januarv 2fi)5 t t I I I I I I t I I I t I 13. Landscape Planting I I - I I sEcrloNo2eT0 I LANDSCAPEMAINTENANCE I I. SCOPE OF WORK fie work under this Section includes, but is not limited to all work relating to Planting Maintenance. I z. cENERALR-EouIREMENrS A. Time and location of maintenance required: t Arsa ofmaintenance is all new landscaped areas and existing landscape directly related to the I Landscaoe Plan. B. Check and straighten fees, tree stakes and tighten guy wires.It C. ffffr*t#:: and paved areas clean. Keep site free from debris resulting from landscape work or I D. Repair all damaged, planted areas, and replace plants immediately upon discovery ofdamage or loss. E. Check sprinkler systems at each watering; adjust coverage and clean heads immediately. Adjust timing of sprinkler controller to prevent flooding. I F. Prune any dead stems, branches, flowers and replace any dead / brown lawn areas. I G. Mainain adequate moish,tre depth in soil to insure vigorous growth.I H. Keep contract areas free ofweeds by cultivating, hoeing or hand-pulling. Use ofchemical weed killerst' will not relieve the Contractor of the responsibility of keeping areas free of weeds over I inch high at f all times. I I. Sraighten all aees and shrubs. I J.Make sure all mulch has at least 2 to 3 inches ofcoverage. I K. Fertilize all plant materials every 6-8 weeks (e.g. 20-20-20) according to the manufacture's I instuctions. 3. TREE AT{D SHRTJBMAINTENAI{CE I A. Maintain during the entire Maintenance Period by regular watering, cultivating, weeding; repair stakes and ties, and spray for insect pests. Prune when directed by the Landscape Architect f B. Keep watering basins in good condition and weed free at all times- - C. Fertilize each tree and shrub with derived fertilizer at the end ofthirty (30) days, and every forty-five I (45) days following until job is accepted, as follows: l. One-gallon plant: li4 pint.I i: iffi3'l:iijlTi*'.1,1?.1,*, ,0,',I t Landscape Maintenance 02970 - | Gore Creek Residences - Residential Vail, Coloredo 03 Januarv 2005 I Spread evenly over surface ofplant basin and cuhivate into mulch or soil. Thoroughly water after applying fertilizer. D. All damaged, unhealthy or dead rees and shrubs shall be replaced with new slock immediately. Size as indicated on the drawings. GROTJ}ID COVER MAINTENANCE A. Mainain during entire maintenarrce period. B. Maintain constant moisturc to a depth of 8 inches. C. Keep areas free of undesirable weeds and grasses by the application of suitable selective weed killers, or hand pulling. D. Replant all dead materials as soon as evident. E. Repair any hollow, settled or eroded areas by filling, rolling, top dressing and reseeded, or as directed. F. Fedilize areas with G2G20 as specified at the rate of l0 lbs. per I ,000 square feet after thirty (30) days. Water thoroughly after applying fertilizer. Apply fertilizer at the same rate turo (2) weel<s prior to completion of mai ntenance. PERENNIAL MAINTENAI{CE A. Maintain during entire maintenance period. B. Maintain constant moisire to a depth of 8 inches. C. Keep areas free ofundesirablc weeds and grasses by the application of suitable selective weed killen, or hand pulling. D. Replant all dead materials as soon as evident. E. Repair any hollow, settled or eroded areas by 6lling, rolling, top dressing and reseeded, or as directed. F. Fertiliie areas with 6-2G20 as specified at the rate of l0 lbs. per 1,000 square feet after thirty (30) days. Water thoroughly after applying fertilizer. Apply fertilizer at the same rate two (2) weeks prior to comptetion of maintenance. G. Cut back dead flowers as they d1rc and in late fall at time ofdormancy. WILDFLOWER CARPET MAINTENANCE A. Keep the wildllower sod watered very deeply and thoroughly moist for the fint 3 to 4 weeks after installation. During hot dry periods sod require a minimum of one inch of water per week. B. Watch for areas in the insallation that are too dry of too wet:; adjust irrigations coverage as necessary. C. Fertilize every 6-8 weela (e.g. 20-2U20) according to the manufacture's instructions). D. Through the season watch fior weeds to emerge; pull immediately or spot spray or cut and spot spray the stalk (as in thistle) with round-up being very careful not to spray the sod. Gore Creek Residences - Resldential Vail, Colorado 03 January 2lD5 I I T I I I t I I I t I I I I I I T I Landscape Maintenance 02970 -2 7. 9. I t I T I I I I I T I I I T I I t I I Landscape Maintenance E. In the frll cut sod back to a height of 4-6 inches; clean cuts are important. Leave the cuttings in place as winter mulch and to increase re-seedine. TURF MAINTENAI{CE A. Maintain during entire Maintenance Period. Cut as frequently as growth of grass requires. Cut to a height of2 inches unless otherwise directed by the Landscape Architect. B. Maintain constant moisture to a depth of 8 inches. C. Trim edges of turf at paving and header boards at time of second cutting, and at each later cutting. D. Trimaround trees in turf areas at the time of the second cutting. Keep 2-foot-diameter area under trees free of turf at all times. E. Keep turf areas free ofundesirable weeds and grasses by the application of suitable selective weed killers, or hand-pulling. F. Repair any bollow, settled or eroded areas by filling, rolling, top dressing and reseeding, or as directed. G. Fertilize nrfareas with 6-20-20 as specified at the rate of l0lbs. per lp00 square feet after second cutting. Water thoroughly after applying fertitizer. Apply at the same rate two (2) weeks prior to completion of maintenance. H. Apply ammonium sulfate, UF-39 or similar approved fertilizer, as necessary lo maintain vigorous, green grass between fust and last fertilizing mentioned above. I. Perform all necessary operations to establish a unifornq thick and vigorous stand ofgrass. F'INAL PLAIITING INSPECTION AND ACCEPTANCE A. Final inspection for acceptance shall be made at the conclusion of ttre Planting Maintenance Period, provided that all project improvements and corrective work have been completed. If all project improvements and co[ective work are nol completed, the Planting Maintenance Period shall continue, at no additional cost to the Owner, until all work has been completed. This condition will be waived by the Owner where an extension of the time has been granted in order to complete work beyond the time set forth in the Agreement. B. Written notice requesting inspection shall be submitted at least ten (10) days before the anticipated date. C. Prior to being considered ready for inspection, the Contractor shall remove all weeds and rake all planting areas. Plant basins shall be repaired, lawn neatly mowed and edged; and the job cleaned of all debris. GUARANTEE AND REPLACEMENT A. Guarantee all plants to be in a heatthy, thriving condition until the end of the Maintenance Period, or beyond that time until active growth is evident. Guarantee all trees for one (l ) year after final acceptance. B. Replace all dead plants and plants not in a vigorous condition immediately as directed by the l^andscape Architect. Plants used for replacement must be of the same kind and size as indicated on the Gore Creek Residences - Residential Vail, Colorado 03 January 2005 02970 - 3 drawings, and planrcd as outlined above. All rcplacement of plants shall be at the expense of the Contractor. Replacement ofplanS shall be done b€fore lbe fmal acc€ptance. ENDOF SECTION Gore Creek Resldences - Residentlel Vail, Colorado 03 Januarv 2{Xl5 Landscape Maintenence 02970 - 4 I I sEcTroN03300 I CAST-IN-PLACECONCRX,TE I PART I GEIYERALI I.OI SECTION INCL{JDES I A. The Work includes, but is not limited to the following: l. ConcreteFoundations. f 2. Sirbfloor Concrete. 3. Control, exparsion and contraction joint devices associated with concrete worh including I oint sealants- I r.02 REr-ATED SECIONS I A. Section 01410 - Testing l:boratory Sewices: Testing laboratory services. B. Section 01400 * Contract Quality Contol: Mockups. I C. Section 0?900 - Joint Sealers.a D. Division l6 - Electrical:II 1. Light fixtures in floor. 2. Electrical, phone and data devices in floor. I r.o3 REFERENcESI A- ACI 301 - Structural Concrete for Buildings. f B. ACI 302 - Guide for Concrete Floor and Slab Construction. C. ACI 304 - Recommended Practice for Measuring, Mixing, Transporting and Placing Concrete.I I D. ACI 305R - Hot Weather Conoeting. I E. ACI 306R - Cold Weather Concreting. f F. ACI 308 - Standard Practice for Curing Corrcrete. I G. ACI 3 l E - Building Code Requirements for Reinforced Concrete.r H. ANSVASTM D994 - Preformed Expansion Joint Filler for Concrete (Bituminous Tlpe). I I. ANSVASTM Dl 190 - Concrete Joint Sealer, Hot-Poured Elastic T1pe. t J. ANSVASTM Dl75l - Preformed Exparsion Joint Fillers for Concrete paving and Structural I Construction (Non-extlding and Resilient Bituminous T1ryes). K. ASTM C94 - Ready-Mixed Concrete.I fJ L. ASTM CI43 - Test for Slump of Portland Cement Concrete. I M. ASTM Cl50 - Portland Cement. I Cast-In-Place Concrete 03300 - I Gore Creek Residences - Residential Vail, Colorado I 03January2005 I 1.04 SIJBMITTAIS I I I t I I I I I I I t I A. B. c. D, t.05 1.06 A. B. c. D. E. F. Submit under provisions of Section 0l300. Product Data: Provide data on joint devices, anachment accessories and admixtures. Mix designs. Steel Reinforcerrent Shop Drawings: Details of fabrication, bending and placenrent, prepared according to ACI 3 15. Manufactuer's Installation Instructions: kdicate installation procedures and interface required with adjacent Work Test Reports: Submit copies of laboratory test Eports on the compressive strength of test cylinders made with mix proposed for use. PROJECT RECORD DOCIJMENTS A. Subrnit under provisions ofSection 01700. B. Accurately record actual locatioDs of embedded utilities and components which are concealed from view. QUAUTY ASSI]RANCE Perform Work in accordance witb ACI 301 . Acquire cement and aggregate from same source for all Work. Conform to ACI 305R and 306R viben concreting during hot and cold weatber, rcspectively. Cast-in-place concrete shall conform to tolerances as listed in paragraph 2.0 - A General Building - CasFln-Place of ACI I 17. 1.O7 QUALIFICATIONS All Subconhactors: Company specializing in performing the work of this Section with minimum of five years ofdocnmented experience. 1.08 PRE-INSTALI-ATIONCONFERENCE 3 A. Convene two weeks prior to commencing work of this sectio4 under pmvisions of Section 01200. I PART2 PRODUCTS 2.OI CONCRETEMATERIAIS Cement: ASTM C150, as indicated on Drawings, low alkali - Ponland type. Aggregate; ASTM C33, 3/8 inch maximum diameter for concrete slabs on wood floor. Water: Clean and complying with ASTM C94. Gore Creek Residences - Residential Vail Colorado 03 Januan 2005 I t I t I A. B. c. Cast-In-Place Concrete 03300 - 2 r I 2,O2 METALREINFORCEMENT I A. Welded Wire Fabric: ASTM A185, gage and mesh size as shown on the Drawings. I B. Reinforcing Stee} ASTM 4,615, Grade 60, free from oil, loose mill scale and rust. I C. I-owAlloy Steet Reinforcing Bars: ASTM 4706, Gradc 60.I D. Accessories: f l. Tie wire 16 gage or heavier. Black annealed. 2. Mesh supports conforming to CRSI Manual of Standard Practice. I 2.03 AccEssoRrESI A. Bonding Agent Ethylvinyl Acetate.I I B. Non-Shrink Grout: Premixed compound consisting of non-metallic aggregate, cement, water reducing and plasicizing agents; capable ofdeveloping minimum compressive strengtl of2,400 psi in 48 houn and ?,ffiO psi in 28 days. No grouts containing gypsum or calcium chloride permined. r C. Vapor Barrier: l0 mitl 0rick, clear polyethylene lilm reinforced wittr glass fiber square mesh; type recomrnended for on-grade application. I 2.04 JoINT DEvICES AND FILLER l,mrnnrers I A. Joint Filler: ASTM Dl75l, ASTM D994; asphalt impregnated fiberboard or felt, l/2 inch thick; I tongue and groove profile. 2.O5 CONCRETEMIX f A. Mix concrete in accordance with ACI 3(X. Deliver concrete in accordance wift ASTM C94. Furnish batch ticket information. I I B. Proportion concrete in accordance with ACI 2ll.l and 301 and3l8. I C. Use accelerating admixtures in cold weather only when approved by Architect/Engineer. Use of admixtures will not relax cold weather placement requirements. I D. Use set retarding admixtures during hot weather only when approved by Architect/Engineer. I I A. Do not us€ admixture containing Calcium Chloride. B, Refer to struchrral drawings for concrete strengtl5 water/cement ralio and air content requirements. I C. Maximum slumpr-4 inches typical, unless reviewed by engineer. r I PART3 EXECUTION 3.OI EXAMINATION t A. Veriff site conditions under provisions of Section 01040. I B. Verifr requirements for concrete cover over reinforcemenl. I Cast-In-Place Concrete 03300-3 Gore Creek Residences - Residential Vail, Colorado 03 JanuarY 2005 I 3.02 C. Veriff that anchors, seats, plates, reinforcernent and odrer iterns to be cast into concrcte are accurately placed, positioned securely, and will not cause hardship in placing concrete. PR-EPARATION Prepare previously placed concrete by cleaning with stecl brush and applyrng bonding agent in accordance with manu frcturer's instructions. B. Coordinate the placernent of joint devices with erection of concrete formwork and placement of form accessories. PI-A.CING CONCRETE I I I I I I t I I I I I I I I T I I I 3.03 A. B. c. D. E, Place concrete in accordance with ACI 3M. Noti$ Engineer minimum 48 hours prior to each conrmencernent of concrete placement operations. Ensure reinforcement, inserts, embedded parts and formed expansion and contraction joints are not disturbed during concrete placement. Place joint filler in floor slab as shown on Drawings. Set top !o required elevations. Secure to resist movement by wet concrele. Extend joint filler from bonom of slab to within l/8 inch of finished slab surface. Conform to Section 07900 for fmish joint sealer requirements. hsall joint devices in accordance with manufactur€r's imtructions. Insall joint device anchors. Maintain corrcct position to allow joint cover to be flush with floor and/or wall finish. Install joint covers in longest practical length, when adjacent construction activity is complete. Apply sealants injoint devices in accordance with Section 0?900. Maintain records of concrcte placement. Record date, Iocation, quantity, air temperature, slump, water added and test samples taken. Place concrete contimously between predetermined expansion, conhol and construction joints. Subrnit proposed plan of construction joint locations three nreeks prior to first concrete placement Saw cut joints as soon a.s possible but not more than 24 hours after placing. Use 3/16 incb thick blade, cut l% inch deep into slab (or % ofslab thickness). Screed floors, maintaining minimum concret€ thickness as indicated and zurface flatress of minimum l/8 inch in l0 feet or sloped as indicated on Drawings. Do not place concrete when ambient temperature is above 85 degrees F or below 40 degrees F at the time of placing, or it is likely to rise above 85 degrees F or fall below 40 degrees F before the concrete has had its initid set, unless special precautions are taken. F. G. H. I. J. K. L. M. N. 3.04 CONCRETE FIMSHING Finish concrete floor swfaces in accordance with ACI 301 . Gore Creek Residences - Residential Vail, Colorado 03 Januarv 201)5 Cast-In-Place Concrete 03300 - 4 I I I 3.05 I I I I I I I I I I I I I I I I 3.06 3.07 3.08 PATCHING Cast-In-Place Concrete B. Finish shall be free of defects which will show *rough the flooring material. Correct such defects by grinding or with an overlay of latex mastic/leveling the floor to meet the above conditions. CIJRING AND PROTECTION A. Immediately after placement, protect concrete from premature drying, excessively hot or cold temperatures, and mechanical injury. B. Mainain concrete with minimal rnoisture loss at relatively constant temperature for period necessary for hydration of cement and hardening ofconcrete, C. Cure floor surfaces in accordance with ACI 308. D. Spraying: Spray water over floor slab areas and maintain wel for 7 days. FIELDQUALITYCONTROL A. Field impection and testing will be performed in accordance with ACI 301 and under provisions of Section 01410. B. Owner will employ the services ofan Independent Testing Iaboratory (ITL). C. Provide free access to Work and cooperate with appointed firm. D. Submit proposed mix'design of each class of concrete to inspection and testing firm for review prior to corrmencement of Worlc E. Tests of cement and aggregates may be performed to ensure conformarce with specified requirements. F. Six concrete test rylinders will be taken for every 50 or less cubic yards of each class of concrete placed per day. G. One additional test cylinder will be uken during cold weather concreting, curcd on jobsile under same conditions as concrete it represents. The contractor may (at his expense) take additional test cylinders as needed. H. One slump test will be taken for each set of cylinders taken. I. Allow Engineer to inspect concrete surfaces immediately upon removal of forms. DEFECTIVE CONCRETE A. Defective Concrete: Concrete not conforming to required lines, details, dimensions, tolerances or specifi ed requirements. B. Repair or replacement of defective concrete will be determined by the Engineer and Architect. C. Do not patch, fill, touch-up, repair or replace exposed concrete except upon express direction of Architect/Engineer for each individual area. D. Remove and replace defective concrete with approved concrete conforming to the Drawings and these Specifications at no additional cost to the Owner. Gore Creek Residences - Residential Vail, Colorado 03 Januarv 2005 03300 - s A. Excessive honeycomb or embedded debris in concrete is not acceptable. NotiS Engineer upon discovery. I . Areas not orposed to view: Patch imperfections as dirccted in accordance with ACI30I. 3.09 SEALERCONCRETE A. After the concrete has cured and been thorougNy cleaned, stir the sealer thoroughly immediately prior to application. Apply a coat of unthinned sealer thinly and uniforrrly to a cool surface. B. Apply two coats ofsealer after thc concrete is ready ard just prior to final inspection. C. Prevent traffic on surfaces until they are thoroughly dry (at least eight hours after application). 3.IO PROTECTION A. Protect finished Work under provisions of Section 01500. B. Prohibit raffic on finish floor for four days. ENDOFSECTION Gore Creek Residences - Residential Vail, Colorado 03 January 2005 I I I t I I I I I I I t I I I I I I I Cast-In-PIace Concrete 03300 - 6 I r ,'sgT3il3i',"',3, I PARTIGENERAL I l.0r DESCRIPTION I A. Related Requirements: Review the General Contract Conditions and Division One, General Requirements, which contain information and requirements that apply to this Section. I B. Work Included: l. Concrete sidewalk and pavement. I 2. Colored Concrete bands and pavement - C. Related Work in Other Sections: I l. Earthwork Secrion 02300 I r.oz euALrrY AssuRANcE I . A. Applicable Standards: Apply the current or latest editions of the standards described below: I I . "ASTM" - American Society for Testing and Materials 2. 'ACI" - American Concrete Institute, Manual of Concrete Practice. t B. Contractor Experience: l The work shall be done in a thorough, workmanlike manner by contractors I experienced in patterned concrete construction. r fillr;,:r references for five similar, successtully executed projects will be I 3. The Contractor(s) guarantee their respective work against defective materials or I c. "..r0,',i,".11 rkmanship for a period of one vear' l. Coordinate all items ofother trades to be furnished and set in place. fl 2. Insure that such portions oftheir work which are all or in part embedded,I ::::H'.ff"**i?::lJ;11"i"'l'fi;:#:.1;i:'-Ti::1'fi1"#:::'"II 'o :"#,,"-ffiT:tr:"":H::"::*l:"**," the execution of the work of the Fades. I D. Lines and kvels: A licensed Surveyor or registered Civil Engineer shall lay out and estabtish all f lines, levels, grades and positions ofall parts ofthe work. Ir Site Concrete 03310 - f Gore Creek Residences - Residentiat t r."*,""H;l; I I I t I I I I t I T I I I I I I I I I 1.0s E. Sample panel: Before installing concrete work, provide a sample parcl, minimum six (6) feet square, using specilied materials. Show color, texturg panem, edging andjoint beatments. Coffect and rebuild sample panel until Landscape Architect's acceptance ofthe work, Retain panel during construction as a standard for completed concrete paving work, I . The approved sample panel may be a portion of the work and remain in place. Location as directed by the Landscape Architect. 2. Provide a sample panel for each tlpe offinish specified. SI]BMITTALS A Test Data: Submit copies of all laboratory tests and r€.porB of all materials. B. Samples: Fumish manuficturers samples of colored concrete. TESTS A. General: Refer to Section 1400 - Quality Control. B. Quality Control: Concrete Testing Service: The following sampling and testing shall occur during concrete placement, as follow: l. Sampling: ASTM C172, "Specific Gravity and Absorption of Concrete Aggregate." ASTM C3l, "Making and Curing Concrete Test Specimens in the Field," 2. Slump: ASTM C143, "Slump of Portland Cement Concrete," one test for each set of compressive tesl specimens taken at point discharge. 3. Air Content ASTM C231, "Air Conlent of Freshly Mixed Concrete by the Pressure Method,' one for each set ofcompressive strength specimens, 4. Report test results in writing to lhe Ownels Authorized Representative, Engineer, Architect, Contractor, and Concrete Producer on same day tests are made. C. Submit proposed mix design to testing laboratory for review prior to commencement of work. For standard premix concrete mixes, the supplie/s quality contol records may be substituted for job mix testing. D. Testing laboratory will take cylinders and perform slump and air entrainment tests in accordance withACI. E. Cost ofRemoval and Retesting: Pay for full costs ofremoval ofrejected concrete and its replacement with concrete of specified stengh and retesting. PROJECT CONDITIONS A. Environmental Requiremeots: l. Cold Weather Placement: When placing concrete when the mean daily temperatur€s are below 40 degrees F, follow recommendations ofACl 306. DELIVERY, STORAGE AI\D TIANDLING A. Hauling Time: Discharge concrete transmitted in a truck mixer, agitator or other transportation device within l-l/2 hours after the mixing water has been added. Gore Creek Residences - Residential Vail, Colorado 03 Januarv 2005 Site Concrete 03310 - 2 I I I B. Extra Water: Deliver concrete to the job in exacl quantities required by the design mix. Any additional water added to the mix after leaving lhe batch plant shall be indicated on the truck ticket and signed by the person responsible. Where extra water is added to the concrete it shall be mixed thoroughly for 40 revolutions of the drum or 3-l12 minutes at mixing speed, whichever is greater. I PARr2PRoDUcrsI2.OI GENERAL I Provide materials ofsame brand and source thLroughout the project unless otherwise noted.r 2.02 CEMENT t ASTM C150, Type I or II Portland cement as required. r 2.03 WATER-REDUCINGADMIXTUR.ES I- ANSVASTM C494; type as required to suit project conditions. Only use admixtures which have been tested and accepted in mix design, unless otherwise acceptable.I I 2.04 ArR-ENTRAININGADMTXTURE r ASTM C260; providing not less than 50% nor more than 77o entrained air concrete exposed to freezing and I thawingr 2T5 COT]RSE AGGREGATE I A. Description: ASTM C33, hard, durable, uncoated, washed, graded, cleaned and screened cnrshed rock or gravel aggregate for regular weight concrete. Do not use crusher-run stone or bank-run gravel. ! B. Grading: Do not use aggregate which has a maximum size exceeding l/5 of the narrowest dimension between sides of forms of the member for which the concrete is to be used nor larger I than 3/4 of the minimum clear spacing between reinforcing t bars. Do not use coarse aggregate which exceeds 3/4 in. for paving. 2.06 FINE AGGREGATE I A. Description: ASTM C33, clean, hard and durable sand. Do not use sand coated with injurious silt loam , clay or other deleterious matter. I I B. Grading: Percent Passing Sieve Size 4s-70.1.1 #16 I l5-30.1.t #50 3-8.1.1 100 I 2.07 REINFORCEMENTS -A. Reinforcing Bars: ASTM .A615, grade 40 derformed billet-steel bars, clean and free from rust, scale, or coating that will reduce bond. I B. Welded Wire Fabric: ASTM A'185. Leave tags designating wire size and spacing on each roll until ready for use. r Site Concrete 03310 - 3 Gore Creek Residences - Residential Vail, Colorado I 03 January 2ol)5 I 2.ro C. Dowels: ASTMS A'615, grade 40, plain steel, uncoated finish; matched sleeve and cap one end. Provide dowel basket to hold dowels in parallel aligffnent. WATER Clean, potable, concrete mixing water free from injurious amounts ofsalts, oils, acids, alkalis, organic materials or other deleterious matter. EXPANSION JOINT MATERHLS A. Premolded Joint Filler: ASTM Dl75l, non-exfuding and bituminous type resilient filler. B. Joint Sealant: Two component polpulfide or polyurethane elastomeric type, self leveling and designed for foot traffrc. Color !o match concrete where specified. INTEGRAL COLOR PIGMENTS: Pure, non-fading, non-staining, mineral oxides color conforming to ASTM C979 and designed and mixed to provide uniform color finish. A. Color: Davis, San Diego Buff Submit samples for approval. B. Acceptable Manufacturers: L.M. Scofield/Chrornix, Davis Colors/True Tone Colors. I I I t I I I I I I I I I I I t t I I c. D. PART3EXECUTION 3.01 GENERAL A. Surface Drainage: l. Provide for positive drainage on all concrete paving surfaces. 3. Report in writing all discrepancies or omissions on drawings and conditions on the site which would prevcnt pmp€r drainage. 4. Do not permit finished surfaces to vary more than l/4 in. measured with a l0 ft. metal straightedge, exc€pt at grade changes. 5. No "birdbaths" or other surface irregularities will be p€rmitted. Properly correct inegularities. B. Subgrade Preparation: Proofroll the subgrade and do all necessary rolling and compacting to obtain firm, even subgrade surfacc,. Fill and consolidate depressed areas. Remove uncompactable materials, replace with clean granular fill and compact to 95olo Standard Proctor Density (ASTM A-6e8). Remove loose material and debris from base surface before placing concrete. Install, alig;n, and level forms. Stake and brace forms in place. Maintain following grade and alignment tolerances. l. Top of form: Maximum l/8" in l0'4". 2. Vertical face: Maximum l/4' in l0'-0*. E. Thoroughly wet subgrade with clean water immediately before placing concrete. Gore Creek Residences - Residential Vail Colorado 03 January 2lD5 Site Concrete 03310 - 4 I T I t t I I t t I I I T I F. Coat form surfaces in contact with concrete with fonn release agent. Clean forms after each use and coat with form release agent as necessary to assure s€paration from concrele without damage. G. Install, set, and build-in items furnisbed by other trades. Provide adequate notification for installation of necessary items. Coordinate with all irrigation, electrical, utility, mechanical and site fumishing installations. Coordinate installation of irrigation sleeving by Inigation Contactor under pavemenB, walls, and curbs. Refer to irrigation plans for approximate locatiors and requirements. H. Securement: Use templates for all anchor plates, bolts, inserts and other items embedded in concrele. Accurately secure so that they will not be displaced during placing ofconcrete. I. Electrical Conduit Do not embed piping, other than electrical conduit, in structural concrete. Locate conduit to maintain strength of sauctures at maximum. Verift size, length and location of electrical conduit. 3.02 BASE COLIRSE Compact base course to thickness shown on Drawings by rolling or other acceptable method to 9570 of the standard proctor density. 3.03 CONCRETEMIXES A. Design: Proportion ingredients for mixes in accordance with ACI 301, Section 3.8.2., Method I or 2, or Section 3.8.3- Obtain this information in accordance with the latest ASTM Specifications. Should a special mix be required due to structural B. Admixtures: No admixtures will be allowed except as specified herein, unless authorized by the Owne/s Representative. Requests for approval or substitution must be accompanied by suffrcient infonnation and test data for evaluation. C. Slump: Design water-cement ratio to provide slumps indicated under mix-t}pe. 3.04 CONCRETE MIX TYPES A. Concrete Mixes: Empioy approved commercial testing laboratory to design concrete mixes as follows: 4500 psi Compressive Strength at 28 Days AASHTO M85 Tlpe II Cement, 564 pounds/cubic yard 3/4 Maximum Course Aggregate Size Slump 4" Maximum Water to cement ratio 0.45 maximum 60/0+l-lt l2Yo Ah Entrainment Fibermesh fiben: Collated fibrillated polyropylene olefin frberc,'A, % and 2" length as provided by the Fibermesh Company, or equal, at the rate of 1.5 pounds/cubic yardI3.05 FORMWORK I A. General: I I I l- Construct forms accurately to dimensions, plumb and true to line and grade. Use forms that are substantial, mortar tight, braced and tied so as to maintain position and shape during placing ofreinforcing and concrete. Gore Creek Residences - Residential Vail, Colorado 03 January 2005 Site Concrete 03310 - 5 2. Wavy surfaces and bulged walls or slab surfaces resulting from settlement or spnnging of formwork will be rejected. 3. Carefrrlly veri$ and check all forms for alignment and level as the work proceeds. Promptly rnake all needed adjustments or additional bracing. B. Construction Joints: Construct forms and assemble them in such a manner thatjoinB occur at accepted locations. Thoroughly clean forms before pouring concrete. C. Details: Take extreme care in all details of forming, setting and reinforcing. Except where tooled comers are indicated, provide all exposed concrete finish work with smooth, even surfaces ofdense concrete with clean sharp arises and outside comers. D. Coordination: After forms have been placed and accepted, insure that all other trades have been properly notified and are given suflicient time to complete installation oftheir work, E. Recesses and Openings: Provide as shown on the Drawings or as maybe directed at the site. F. Reinforcing Steel: Install progressively with work of other trades. Coordinate each other's schedules so as to avoid disturbing or moving work already installed by one trade to admit the work of another. G. Responsibility: Each trade shall be entirely responsible for proper installation and securing of the work during placing ofconcrele. H. Prior to Pouring Concrete: l- Thoroughly clean out all forms to be used. 2. Thoroughly wet wood forms as required where forrn coatings are not used. L Removal of Forms: l. Do not remove supponing forrrs or shoring until concrete has suflicient strength to carry its own weight and other loads upon it. 2. Remove forms only aftcr concrete has properly set and without damaging coDcrete. Rf,INFORCEMENTS AI\ID EMBEDMENTS A. Supports: Accurately and securely fasten or support reinforcements to prevent displacement before or during pouring. Hang footing bars from forms. Support wire rnesh with suitable metal cradles. Placement: Clean, bend and place reinforcements per ACI Manual of Concrete Practice. Reinforcement Splices: l. Welded Wire Fabric - lap one mesh minimurn. 2. Reinforcing Bars - 36 times the bar diameter minimum, but no less than 12" except as otherwise noted. Dowels: Grease sleeves, insert dowels and through from; secure dowel basket against movement, B. c. I I I I I I I I I t I I I t I I I I I D. Site Concrete Gore Creek Residences - Residential Veil, Colorado 03 Januery 2l[5 03310 - 6 I I 3.07 I'INISHES I A. Medium Broom Finish: Medium broom finish on all concrete walks. Edge outside edges with a I radius edging tool. 3.08 CONTROL JOINTS I A. Control Joints shall penetrate l/3 slab thickness. I B. Tooled Joints: Tooled joints shall have a l/4" radius and shall not incorporate a trowelled edge I unless specifically noted on the drawings. Placejoinls in pattem and at spacing indicated, When not indicated, provide spacing equal to slab width and not greater than I0'-0" on center. I 3.09 ExPANstoN JoINTS I A. Locations: Providejoints at locations and intervals shown on the Drawings, and where concrete paving abuts buildings, curbs, or other structures or a maximum of 50 feet on center I for walks. B. Placement: Placejoint materials with top edge l/2 in. below the paved surface. Securely hold in place to prevent tnovement. I C. Forming: Form joints and other edges in the fresh concrete using an edging tool to provide a smooth uniform impression. Strike all edges before and after exposing aggregate. t D. Sealing: After the curing period, carefully clean expansion joints and fill with joint compound to l/8 in. below adjacent paved surface. Avoid spilling on paved surfaces or overflow from joint' r 3.ro PRorEcrIoN AND cuRING I A. Protection: Protect concrete against frost, rapid drying and damage by rain. Keep moist for I at least 7 days after protecting with wet burlap, canvas covering or liquid curing compound. Secure approval ofproposed method. During this period, maintain surface of concrete above I 70 degrees F. for at least 3 days or above 50 degrees F. for at least 5 days. I B. Spraying: Spray concrete during the curing period as frequently as drying conditions may require. Use a concrete covering that will not stain or discolor finished concrete surfaces. t C. Curing: Cure concrele in accordance with the ACI "Manual of Concrete Practice". I D. Damage and Defacement: Prolect all concrete work against damage and defacement I during subsequent construclion operations until final acceptance. 3.1r FIELD QUALITY CONTROL I A. Maintain records ofplaced concrete items. Record date, location ofpour, quantity, air temperaturer and test samples taken. I 3.r2 CLEAN-UP A. General: Upon completion of work, immediately remove from the premises all surplus materials, tools, equipment, rubbish and debris resulting fiom the work. t Ir Site Concrete 03310 - 7 Gore Creek Residences - Residentialr ,."*"",H;3; I B.Cleaning and Patching: l. Removal: Remove all projecting fins, bolts, wire, nails, etc., not necessary for the work, or cut them back I in. from the surface and patch in an inconspicuous manner. 2. Voids: Fill holes with a l:3 cement and sand mortar with the same color as the adjoining concrete. Mix and place the mortar as dry as possible and finish flush with the adacent surface. 3. Corrective Patching: Correct all defects in concrete work. Chip all voids to a depth of at least I in. with the edgcs perpendicular to the surface and parallel to form markings. Fill all voids, surface irregularities, or honeycombing by patching or rubbing. Insure that all concrete surfaces so repaired duplicate the appearance of the unparched work. 4. Defective Work: Remove in its entirety and replace all defective concrete work which after corrective patching, rubbing, etc. fails to duplicate the appearance of unpatched work and/or conform to the standards set forth in these Specifications. END OI'SECTION Gore Creek Residences - Residential Vail, Colorado 03 January 2005 I I I I I I I t I I I I I I I I I I I Site Concrete 03310 - 8 I I SECTION 04400 I STONEVENEER I PARTT GENERAL I.OI SECTIONINCLI.JDES I A. The Work includes, but is not limited to the following: I I. Exterior stone veneer walls-I ? il#ffi:ffi::X;;i:':*;r":;::*'; 4 . Mortar beds and joins. I 5. Control joints and expansion joints. I.O2 RELATED SECNONS t A. Section 07270 - Air Barrier. I B. Section 07900 - Joint Sealers: Application of backer rods, bond breakers, and joint sealers at I intermediate, perimeter, control and expansion joints. C. Section 08212 - Stile and Rail Wood Doors. I D. Section 08610 - Clad Wood Window and Doors. - E. Section 09260 - Gypsum Board Assemblies: Gypsum board sheathing. Ir I.O3 REFERENCES I A. ASTM A167 - Standard Specification for Stainless and Heat-Resisting Chromium-Nickel Steel I Plate, Sheet and Srip. I B. ASTM C270 - Standard specifications for Mortar for Unit Masonry. r C. BSI - Building Stone Institute. I D. MIA - Masonry Institute of America. I E. TMS MSJC - Building Code for Masonry Structures (ACI 530/ASCE 5/TMS 402), Specification I for Masonry Struchres (ACI 530.1/ASCE 6/TMS 602) and Commentaries. r l.o4 DESIGNREeTnREMENTS I A. Desip. anchors and supports per 2003 IBC Secrion 1105.6, and under direct supervision of a t Professional Stuctural Engineer, registered in the State of Colorado. I B. Design anchors to resist positive and negative wind pressures and other loads as required by I apolicable Code. C. Design anchor attachment to stone wi0r factor of safety of 5: I . I D. Desip each individual anchor with factor of safety in vertical deadload-bearing dircction of4:1, and in horizontal lateral-load-bearing direction of2: l. r Stone Veneer 04400 - I Gore Creek Residences - Residential Vail, Colorado 03 January 2005 I I I I I I I I I I I I I t I I I I I I D. E. 1.0,6 t.07 1.08 1.09 1.05 SI.]BMITTALS A. B. c. Submit under provisions ofSection 01300. Shop Drawings: lndicate layout, pertinent dimensions, anchorages, head, jamb, and sill opening details, and control and expansionjoint locations. Prepare Shop Drawings and calculations under direct supervision of a Professional Engineer experienced in design of this Work and licensed in the State of Colorado. Shop Drawings and calculations to bear Engineer's stamp or seal. Product Data: Provide data on stone units, nnrtar products and serlants. Samples: l. Stone: Submit tlree stone pallets, 2 feet by 2 feet in size, illustrating color range and texture, markingg surface finish. 2. Mortar Submit three n'bbons of 6 inch long, illusrating <nlor range. F. Submit stone supplier's installation instnrctions and field erection or setting drawings. G. Indicate panel identifuing marks and locations on setting drawings. QUALIFICATION A. Supplier and Fabricator: Company specializing in performing the Work of this Section with minimum five years documented experience. B. Installen Company specializing in installation of the Work of this Section with minimum five years documented experience. MOCKIJP A. Provide mockup under provisions of Section 01400. B. Construct stone wall mockup; including mortar and stone ancho:r accessories, sructural backup, wall openings, sill flashings and typical control joint, for Architect's approval. C. Locate where directed by Architect. D. Mockup may NOT remain as part of the Work PRE-INSTAIIATION CONFERENCE A. Convene one week prior to commencing Work of this Section, under provisions of Section 01200. DELIVERY, STORAGE, AND PROTECTION A. Deliver, store, protect and handle material under provisions ofSection 01600. B. Store stone at site on planks, pallets or limben, clear ofsoil and soil splash. C. Accept packaged stone materials on site and inspect for damage. I'rotect stone from staining. D. Protect mortar materials from moisture. Gore Creek Residences - Residential Vail, Colorado 03 January 2005 Stone Veneer 04400 - 2 I I E. Provide ventilation to prevent condensation from forming on stone.I I.IO PROJECTiSITECONDITIONS I A- Maintain materiats and surrounding air to minimum 40 degrees F 48 hours prior to, during, andr after completion of Work. I l.ll opERATIoNANDMAINTENANCEDATA I A. Submit under provisions ofSection 01730. I B. Maintenance Data: Include maintenance procedures, recommended maintenance materials, and suggested schedule after installation of materials. I r)2 wARRANTY I A. Stone installer sball provide written l0 year wananty against failure of mechanical support system for stone. I PART2 PRODUCTS I 2.OI STONEMATERIALS I A. Tlpe as per Gallegos' Mockup Panel: Ashland Rubble Smear - Photo 31. www.qallesos.orq. - 2.02 MoRTAR I A. Porttand Cement ASTM C150, Type I, gray cotor for concrete masonry units, color as selected by t Architect for exposed stone vaneers. I B. Mortar Aggl€gate: ASTM C144, standard m,Bonry qpe; clearL dry, protected against dampness, I freezing, and foreigr nratter. . Hydrated Lirne: ASTM C207, Tpe S.Ir D. Grcut Aggregate; ASTM C,lOt. I E. Water: Clean ard potable and free of deleterious amounts of acids, alkalies or organic materials. I F. Calcium Chloride: NOT permitted I G. Mix: ASTMC2T0,TlpeNusingthePropertyMethod.I 2.03 ANCHORSANDACCESSORIES I A. Anchon and Other Support Components in Contact with Stone: Steel, ASTM A36, carbon steel plates, angles and inserts, galvanized after hbrication to ASTM A123, |.25 ozlsq ft; of sizes and configurations required for support of stone. ! 7- Anchor ries and veneer ties, minimum 12 gauge (2.69 nn), corroion resistant wire I B. Setting Buttons and Shims: Lead ttpe. I C. Spray Applied Memhrane: As specified in Section 0751 l. I Stone Veneer 04400-3 Gore Creek Residences - Residential Vail Colorado 03 January 2005 I D. E. F. G. H. I I t I I t I t T I I I I T I I I I I B. Flashing: '?erm-A-Barrier Wall Flashing" as manufactured by Grace Construction Products. Ioint Filler: Closed cell polyvinyl cl oride oversized 50oZ to joint width; selfexpanding. Weeps: Polyethylene tubing, l/4 inch diameter. Sealant Materials: Tlpe as speci{ied in Section 07900. Prior to installation, Contractor shall confirm sealant will not stain stonework. Cleaning Solutions: Type which will not harm or discolor stone, joint materials or adjacent surfaces. Consult stone supplier for recommended t1pe. 2.M STONE FABRICATION Cut accurately to required shapes to match mockup and as appnoved Shop Drawings. Do not locate joints other than where shown on approved Shop Drawings. Do rot us€ impact drills. PART3 EXECUTION 3.OI EXAMINATION A. Verif that support Work and site conditions are ready to receive rf,/ork of this Section. B. Veri$ field dinensions are as shown on Shop Drawings. 3.02 PREPARATION A. Veriry that items built-in un&r orher Sections are properly locatecl and sized. B. Clean stone prior to irrtallation. Do not use wire brushes or implements which will mark or damage exposed surfaces. C. MortarMixing: l. Thorouglrly mix mortar ingrcdien8 in quantities needed for immediate use in accordance withASTMC270. 2. Add mortar color in accordance wi$ Marnrfacturer's irx8uctions. Provide uniformity of mix and coloration. 3. Do not use anti-freeze compounds to lower the freezing point ofmorar. 4. Ifwater is lost by evaporation, rc-temper only within two hours of mixing. 5. Use morar wirhin two hours after mixing at temperahrres of 80 degrees F, or 2-ll2 hours at temperahrcs under 50 degrees F. 3.03 INSTALI.ATION A. Install stone in accordance with Stone Fabricator's instnrctions anrl Shop Drawings. B. Obtain approval prior to cutting or fining any item not so indicated on Shop Drawings. Do not impair appearance or stsength ofstonework by cutting. C. llith Concrete or Mosonry Backing: Inslall anchor tie formed re *posed aloop" ttending minimum 112 inch bqond baching face with legs of minimutn 6 inches length bent at right angles Install veneer tie threaded through uposed anchor tie, with loop having legs minimum Gore Creek Residence - Residential Vail, Colorado 03 Januarv 2005 Stone Vmeer 04400 - 4 D. E. r. I I T I I 1 I I 1S inches in length bent ol rtght angles, laid in stone veneer mortar joink; end bent in 2 inch angle. Anchor tie loops at maximum 12 inches on cenler in bolh directions. Wth Wood Snd Backing: Install 2-inch x 2-inch corrosion-resistant wire mesh with two layers of waterproofed baching to wood *uds, top plate and bottom plate with corrosion+esistont nails Install veneer tie through mesh at 12 inches on center both directions, with loop having Iegs minbnum l5 inches in length benl at ight anglx, laid in flone veneerjoints; end bent in 2' inch angle. Install stone on walls to pattern as per approved mockup- Lay stone units in full bed of mortar, with full head joints. kave head and top joints in units with exposed top surfaces open to receive sealant. Leave joints under shelfangles open lo receive sealant. Do not shift or tap stone units after mortrar has achieved initial set. Where adjustrnent is required, remove mortar and replace. Rake mortar joints for pointing. Sponge face ofeach stone to remove excess mortar. Tuck point mortar joints. Pack mortar tightly into joint. Tool joint surface to match mockup panel. Install flashings of longest practical length and seal watertight to back-up. Lap end joint minimum 6 inches and seal watertight. l. Head of Openings and Bottom of Wall Conditiorx: Extend flashing 3 feet up the wall. 2. Sill of Openings: Extend flashing to underside of window for the full depdr of window G. Install weeps in vertical stone joints at approximately 24 inches on center, rurming 8 inches horizontally within fully-grouted space at bend in flashing; immediately above horizontal flashings, above shelf angles and supports, and at bottom of walls at approximately 12 inches above natural grade. Do not permit mortar accumulation to plug weeps. H. Install sealant to junction of stone with dissimilar materials or dissimilar plane. TOLERANCES A. Positioning of Elements: Maximum I/4 inch per l0 feet, non-cumulative. B. Maximum Variation from Plumb: l/4 inch per story non-cumulative; l/2 inch in any two stories. C. Maximum Variation from Level Coursing: l/8 inch in 3 feet; l/4 inch in l0 feet; ll2 nch maximum. CLEANING A. Clean Work under provisions of Section 01700. B. Remove excess mortar and mortar smears as Work progresses and upon completion of Work. C. Replace defective mortar; match adjacent Work. D- Clean soiled surfaces with water, soap and water or cleaning solution as recommended by Manufacturer and per Manufacturer's instructions. Do NOT use acids of any kind. E. Use fiber brush tools in cleaning operations. Do NOT use metal brushes of any kind. Gore Creek Residences - Residential Vail, Colorado 03 January 2005 l. 2. -'. 4. 5. 6. I I t I I I I I I I I Stone Veneer 04400 - s PROTECTION OF FIMSHED WORK A. Prorcct finished Work under provisions of Section 015fl). B. Wiihout damaging co4laed Work, provide protective boards at €xposed extemal comers ft4t may be damaged by constuctbn activities. ENDOFSECTION Gore Creek Resldcnces - Resldential Vail, Colorado 03 January 2005 Stone Veneer 04400 - 6 rTIII r sEcrloNo44osI,A STONE COIJNTERTOPS I PARTI GENERAL - r.0l SECTToNINCLUDES r A. The Work includes, but is not limited to the following I l. Stone countertops, shelves and backsplash. f 2. Mortar beds and joints. } I.O2 REI.ATED SECTIONS r A. Section 064 | 0 - Custom Casework. I B. Section 07900 - Joint Seaters: Application ofjoint sealers to intermediate and perirneterjoints. tr C. Division 15 - Mechanical: Location of plumbing fixtures in countertops. t r.03 REFERENCES A. TCA (Tile Council of America) - Handbook for Ceramic Tile Installation.r I B. TCA A108.3 - Quarry Tile and Paver Tile insalled with Portland Cement Mortar. I 1.04 SIJBMITTALS Ir A. Submit under provisions ofSection 01300. t B. Submit Shop Drawings indicating layout, location of joints, pertinent dimensions, anchorages, I consbuction details, adjacent construction and method of installation. I C. Submit four samples 12 inches x 12 inches in size, illustating minimum and maximurt sizes, color t range and to<ture, markings, and surface finish, for each tlpe stone. r 1.05 QUALITY ASSURANCE I A. Fabricator: Company specializing in fabrication of stone countertops with minimum five years documented experience. I B. ll,;[T,"U"ifr?l"""specializine in installation of stone countertops with minimum five years I 1.06 pRE-INSTALT-ATToNcoNFERENcE I A. Convene one nreek prior to commencing Work of this Section, under provisions of Section 01200. I I r.07 DELMRY, STORAGE, ANDltANDLrNc r A. Deliver, store and protect products to site under provisions of Section 01600. I B. Carefully pack and load material for detivery. Do not use packing material that may stain or discolor stone. I- Stone Counteraop 0 4405 - L Gore Creek Residences - Residential Vail, ColoradoI 03 January 2005I I I I I I I t I I I 1.08 1.09 l.l0 C. Do not deliver material if building is not fully closed. D. Accept packaged stone materials on site and inspect for damage. Protect stone from staining. E. Carefully handle and place stone v€rtically to avoid chipping, breakage and discoloration. ENVIRONMENTAL REQUIREMENTS A. Maintain materials and surrounding air to a minimum 40 degreas F and for 48 hours prior to, during and after completion of Work SEQUENCING A. Coordinate Work under provisions ofSection 01040. B. Coordinate Work with work described in Section 06410 - Custom Casework OPERATION AND MAINTENANCE DATA A. Submit under provisiors of Section 01730. B. Maintenance Data: Include mainteoance procedures, recomnrended maintenance materials, and suggested schedule after installation of materials. PART2 PRODUCTS 2.OI MATERIAL As scheduled in lnterior Desigr Manual. Free of cracks, seams or starB, which may impair its sructural integrity or function. l. Size: 3/4 inch thick unless otherwise shown on Drawings. 2. Color: Tight color range ar per s.rmple pmvided by Interior Designer. MORTAR, GROUT AND AD}IESIVE MATERIALS A, Mortar: latex-Portland Cement (Thin Set): ANSI 118.4, l:l Portland Cement sand gged wi0t I-aticrele 4237 tile setting liquid. Mix as recommended by manufacturer. Grout: l,aticrete Drybond grout atd joint filler gaged with laticrete 3701 Admix. Mix as recommended by manufacturer. Color as selected by Interior Designer from full range of manufacturer's color. Adhesive: As recommended by adhesive manufacturer and approved by stone fabricator for the condition. Water: Clean and potable. Cleaner: Laticrete TC-500. FABRICATION Cut accurately and finish to required shapes and dimensions, with beds and joints dressed straight and square. Do not locate joints other tlran where shown on Shop Drawings. Gore Creek Residences - Residential Vail, Colorado 03 January 2005 B. I I I I t I I I I C. D. E. Stone Countertop 04405 - 2 I t B. Bond layers ofmat€rial to achieve the required edge thic}ness as shown on Drawings. ! C. Cut holes and slots for plumbing fixhrres and accessories, and electrical devices. Do not make I pene&'ations other than those shown on reviewed Shop Drawings. Make sure rectangular holes for I devices are cut square, aligrred and parallel to the edge, unless otherwise shown on Drawings- rr D. Fill pits and voids with material suitable for condition and color to match stone color. Finish smooth.I E. Do not us€ impact drills. I'- PART3 ExEcurIoN I 3.ol ExAMTNATToN I A. Veriry ftat site conditions are ready to rec€ive Work of this Section.j I F. Veriff layout of Work before beginning installation C. Verifu that electrical devices in backsplash are square, plumbAevel and align horizontally. I D. Verifu field measurements are as shown on Shop Drawings. r 3,02 PREPARATION I A. Verify that items built under other Sections are properly located and sized. I B. Clean stone prior to erection. Do not use wire brushes or implerrents that wilt mark or damageI exposed surfices. 'T 3.03 INSTALLAfiON !t A, Install stone in accordance with stone fabricator's and mortar manufrcturer's insEuctions. I B. Set units in full mortar bed to support stone over firll bearing surface and to establish joint I dimensions I C. FiU joints \r'ith grour gun and strike flush with adjacent surfaces. I D. Apply sealant to junction of stone vrith dissimilar materials or dissimilar plane per Manufacturer's ' recommendations-, ! E. Apply stone sealer to all stone per Sealer Manufacturer's directions. | 3.05 ToLERANcES I A. Positioning of Elements: Maximum l/8 inch from true position. I A. Maximum Variation from Level: l/8 inch in l0 feet, non-cumulative.r D. Maximum Variation Between Face Plale of Adiacent Panels: Flush. I 3,06 CLEANING I A. Clean Work under provisions of Section 01700. Ir Stone Countertop 04405-3 Gore Creek Residences - Residential r orn;*,,::fi;$! I B. Keep face of stonework free from excess mortar and grout while laying. Brush with dry fiber brush prior to wet cleaning. C. Clean stone promptly with fiber brushes and clear water or cleaning agent that is not detsimental to the stone linish. Use cleaning agent according to Manufacturer's recommendations. Use of wire brushes are NOT permined. 3.O'I PROTECTIONOFFIMSHEDWORK A. Protect finished installation under provisions ofSection 01500. B. Protect completed work from physical damage with suitable material. Do not use any lumber or otier material that may stain or dehce the stone. C. Replace countertop and backsplashes in its entirely ifany damage, disfiguration, stained or holes for devices that are over-cut and would be visible after completion ofwork. Parching or hiding of defects is not permitted. END OFSECTION Gore Creek Residences - Residential Vail, Colorado 03 January 2005 I I t t I I I I I t I I I I I T t t I Stone Countertop 04405 - 4 1.02 1.03 t.04 I I t I I I I I I I I I t I I I I I I PARTI GENERAL I.OI RELATEDDOCI.IMENTS Structural Steel SECTION 05120 STRUCTTJRAL STEEL Drawings and general provisions ofthe Contsact, including General and Supplementary Conditions and Division I Specification Sections, apply to Work of this Section. SCOPE A. Extent of structural steel Work is shown on the Drawings. B. General Requirements for field Quality Control are specified in Section 01400. C. Other Division 5 Sections include: l. Section 05500.- Metal Fabrications. SI.'BMTTTAIS A. Shop Drawings: Submit Shop Drawings as specified under Section 01300. Shop Drawings shall be original drawings produced by the subcontactor or supplier, and shall not be reproductions ofthe contmct documents. Clearly indicate profiles, sizes, spacing and locations ofstructural members, connections, attachments, anchorages, framed openings, size and type of fasteners, cambers, and clearances. Indicate welded connections using standard AWS w€lding symbols. Clearly indicate net weld lengdrs, sizes and welding sequences. Shop Drawings shall be checked for accuracy by fabricator and initialed by individual responsible for checking prior to submittal to Architect for review. B. Connections: l. Provide fabricalor Standard Framed Beam Connections, as shown in the AISC Manual of Steel Constnrction, 9th Edition. Coryrections that are not sbown in theAISC Manual ofSteel Construction shall be considered altenmte connections and subject to the requirements below. 2. Ifthe conbactor €l€cts to propose altemate connection details, a substitution request shall be submitted in accordance with these specifications. Shop drawings shall indicate altemate cormection details. 3. Submit Altemate Fabricator Preferred Standard Connection with design calculations bearing the seal and signature ofa Professional Engineer registered in the State of Colorado and employed by the Contractor. 4. Submit design calbulations, bearing the seal and signature of a Professional Engineer registered in the State ofColorado and employed by the Contractor, for all other corurections not completely detailed or not indicated on the Structural Drawings. 5. Design and provide connections to support the loads indicated on the Sructural Drawings. When loads are not shouq provide connections to support the loads given in the Structural General Notes on the Sfructural Drawings. 6. All design calculations shall be in conformance with the referenced standards cited herein and shall clearly demonstrate applicability for the intended use. QUALITY ASST,JRANCE A. Fabricator Qualifications: Minimum of five years in hbrication and erection of struchlral steel for projects ofsimilar size and difficulty. Subject to approval ofArchitect, Engineer and Owner. Gore Creek Residences - Residential Vail, Colorado 03 January 2005 05120 - I B. Welder Qualifications: l. Welding shall be done only by welding operators cur€ntly qualified according to AWS Dl.l. C. Testing Agency: l. Testing and inspection will be made by an approved testing laboratory s€lected ard paid by the Owner. Confiactor shall fumish testing agency access to work, facilities, and incidental labor required for testing and inspection. Retention by the Owner ofan independent testing agency shall in no way relieve the Contractor of responsibility for performing all work in accordance with tbe conhact requirements. 2. Furnish the tesring agency with the following: A complete set of Shop and Erection Drawings. Information as to time and place of all rollings and shipment of material to shops. Full and ample means and assistance for testing all materials. Proper frcilities, including scaffolding, temporary work platforms, etc., for inspection of the work in the mills, shop and field. Representative sample pieces requested for testing. Each person installing connections shall be assigned an identi$ing symbol or narlq and all shop and field connection sball be identified so that the inspector caD ref€r back to the person making the connection. D. Reference Standards: l. Design, Detailing, Fabrication and Erection: Mect requirements ofAISC Specification for the Design, Fabrication and Erection of Sructural Steel for Buildings, and AISC Code of Standard Practice, (l,atest Edition). 2. Welding: Meet requirements of AWS Structural Welding Code Dl .1, latest edition. 3. High Srength Bolts: Meet requirements ofAISC Specifications for Sructural Joints Using ASTM A325 orA490 Bols, latest edition. 4, Exposed Sructural Steel: Meet requirements ofAISC Specifications for Architecnrally Exposed Structural Steel, latest edition. 5. Surface Preparation: Meet requirements of specifications contained in Steel Structures Painting Council's Steel Structures Painting Manual, Volume 2, Systerns and Specifications, latest edition. E. Structural Steel and Metal Fabrications: I . The Testing Agency's irspector will perform his duties in such a way tlrat neither fabrication nor erection is unnecessarily delayed or impeded. In no case will the inspector recommend or prescribe the method of repair of a defect. F. Welding and Marcrials: l. Inspection of welding by the Testing Agency will be such as to assure that the workconforms to specifi ed requirements I.O5 DELIVERY, STORAGE AND IIANDLING A. Materials to be Installed by Others: Deliver anchor bolts and other arrchorage devices which are embedded in cast-in-place concrete or masomy construction to the project site in time to be installed before tbe start of cast-in-place concrete operations or masonry work. B. Provide Setting Drawings, templates and directions for installation ofanchor bolts and other devices. C. Storage ofStructural Steel: Structural steel members which are stored at the pruject site shall be above Gorc Creek Residences - Residential Vail, Colorado 03 Januarv 2005 I I I t I I T I I I I t t I I I I I I a. b. d. e. f. Structural Steel 05120 - 2 I I I ground on platforms, skids, or other supporls and stored upright ro prevent twisting. Protect steel from I corrosion. Store other materials in a weather-tight and dry place, until ready for use. Store packaged materials in their original, unbroken package or container. I I.06 JOB CONDITIONS: - A. Protection: Protect any adjacent materials or areas below from damage due to weld splatter or sparksI during field welding. ! I PART2 PRoDUcrs I z.ot MATERTALS: I A. Structural Steel: Refer to Structural General Notes. B. Angles and Plates: ASTM ,4.36, galvanized at exterior locations. I C. 'Unfinished Bolts: Meet requirements of ASTM 4-307, Carbon Steel Extemally and Intemally Tlueaded Standard Fastene$, latest edition with vrashers and hexagonal heads and nuts. I D' High Strength Bolts: Meet requirements ofASTM 4-325, Type I, High Strength Bolts for Stn:cturalt Steel Joints, including suitable nuts and plain hardened washeis, latest edition. All ASTM A 325 high strength bolts for slip critical and/or axial tension type cormections shall be Iohr Rapid Tension Bols I as manufactured by lohr Structural Fasteners, Inc., Humble, Texas or approved equal. Nuts and bolts I shall be manufactured by the same entity to insure proper fit. r E. Pipe: Meet requirements ofASTM A-53, Type E or S, Grade B, ASTM 4.-500, Grade B, or ASTM I A-501 excluding furnace butt welding, latest editions. F. Tube: Meet requirements of ASTM A-500, Grade B, latest edition. I G. Filler Metals for Welding: Meet requirements ofAWS Dl.l,70 Series. I H. Shop Paint: Steel Structrues Painting Council Specification SSPC 13. Where steel is to be field I painted, provide shop paint compatible with finish paint system specified in Division 9. 2,02 FABRICATION: I A. General: I l. Fabricate and assemble sFuctural assemblies in shop to greatest extent possible as indicatedt 2. njlilY.HHt"';:J::i,'ff#fi'#:illiT"l1l.** andsbrinkagedueto welding processes, both in the shop and in the field. I B. Connections: I l. Provide connections as shown or noted on the Drawings. Corurections not shown or I noted shall be standard Framed Beam Connections as shown in AISC Manual ofSteel Consfruction, 9th Edition, pp 4-19 th,rough 4{7 inclusive.2. No combination of bolts and welds shall be used to transmit stress in the same faying I surface ofany connection. I 3. Shop connecton shall be welded or bolted using high-strength bolts.4. Field connections: Bolt field connections except where welded connections are indicated. I a. Provide high-strengrh bolts for all connections. I Structural Steel 05120 - 3 Gore Creek Residences - Residential Vail, Colorado 03 January 2005 II C. ShopPainting: l. Surfrce Preparation: After fabrication, clean offall loose scale, rust, weld or slag flux deposits, oil, grease, dirt, or other foreign material. 2. Painting: Omit shop paint on surfaces to be enclosed in concrete, surfaces to be welded, contact surfaces in high-strength bolted, slip-critical connections, tops ofbeams in composite construction, surfaces to receive welded studs, surfaces to receive spray on fireproofing, or surfrces in contact with self-lubricating bearing plates. 3. Shop paint all other steel with primer meeting requircments of SSPC-13. D. Marking: Mark all members in protected, plainly visible locations in accordance with reference numbers on setting diagrams. The member work point at each end ofcolumns shall be determined and marked in the shop with a center punch or other acceptable means. Marking shall be placed on the llanges and web at each end ofcolurnns. Work point shall be as defined in AISC Code ofStandard Practice, Section ?.1 1.2(a). E. Finished Work All work shall be finished in accordance with the approved Shop Drawings and shall be trlre and free from nvists, kinks, buckles, open joins and other defects. F. Cutting and Fitting: Perforrn all necessary cutting, fitting and drilling for the accommodation ofother trades and do whatever is necessary to secure correct information for same, both before and after steel is delivered. No cutting or drilling will be permitted on the job without the approval of the Engineer. G. Welding: Comply with AISC specifications and latest American Welding Society standards. Welds not specified shall be 3/16 inch fillet continuous but mt less than the AISC minimum based on thickness of the parts to be joined. H. Splices: Splicing of members to obcain the required lengths will not be permitted without prior acceptance of the Engineer unless shown on the Drawings. I. Substihttions: Where exact sizes and weights called for are not readily available, secure the Engineers' acceptance of suitable sizes in time to prevent delay due to such substitutions. ANCHORS A. Provide all anchors for columns, beams, channels, plates, etc., as indicated on Drawings, located on Shop Drawings, or as required. PART3 EXECUTION 3.OI INSPECTION: A. Prior to start of erectio4 the steel erector shall check the location of all bearing surfaces and all embedded anchor bolts and connection plates, and shall report deviations from tbe contrabt documents to the Architect and Engineer in writing. Do not proceed with erection until all unacceptable conditions have been conected. 3.02 PREPARATION: A. Field MeasuremenB: Take measurements on site as required for conect fabrication and installation. Fabricator shall be responsible for errors in fabrication and for correct fit ofstructural steel. 3.03 ERECTION: Gore Creek Residences - Residential Vail, Colorado 03 Januarv 2ffi5 I t I I I t I I I I I I I I T t I T I Structural Steel 05120 - 4 b. d. A. B. C. D. E. G. I I t I I I I t I I I I I I I t t I t General: Erect structural steel in accordance withdSC Specifications for the Design, Fabrication and Erection of Sructural Steel for Buildings, latest edition, including supplements, with additional requirements of this section. Base and Bearing Plates: Set base and bearing plates and leveling plates level (+/- ll32 incb) and at correct elevations (+l- ll16 inch). Support on steel wedges or shims until supported members are plumbed and gouting is completed. Field Assembly: l. Assemble structural steel frames to the lines and elevations indicated within the specified erection toler:rnces. 2. Align the various members forming a complete frame or structure afterassembly and adjust accurately before being fastened 3. Measure and adjust for distortion and shrinkage of field welded assemblies as erection proceeds. Submit procedure 1o Testing Agency for review prior to start oferection. 4. Splice only where indicated on Drawings. Field Connections: Make field connections with bolts, high strength bolts or field welding unless otherwise indicated. Clean existing surfaces before welding to existing steel. No drifting or cutting to enlarge unfair hotes will be allowed. Make minor corections by reaming. Serious defects may not be corected in the field but shall be called to the attention ofthe Engineer for a decision as to the method and/or procedure. Bolting: L SlipCritical Connections: All cormections forjoints defined in AISC Specification for Struchrral Joints using ASTM ,{325 or A490 bolts, Section 5 (a) and all connections designated on the drawings to be slip-critical and/or axial tension tlpe connections sball use the specifred Lohr Rapid Tension Bolts or approved equal. All bolts shall be sized to provide connections \rdth threads excluded from shear planes and to allow at least two full threads beyond the nut after tightening. All bolts shall be tightened using the lohr RTB installation tool until bolt splines are sheared off in accordance with manufacturer's instructions and meeting AISC requiremene. When field clearances prevent the use of the l-ohr RTB installation tool, submit alternate methods to the Engineer for approval. Where exposed-to.public-view bolts are allowed and shown on the shop drawings, space at regular intervals in straight lines or uniform pattems. 2.Non SlipCritical Connections: All connections not required to be slip-critical and/or axial tension shall be Shear/Bearing Connections. All Shear/Bearing Cornections shall use the specified standard high-stength bolts. All bolts shall be tightened to the snug tight condition. "Snug tight condition is defined as the tightness that exists when all plies in ajoint are in firm contact (per Arsc)". Where exposed-to-public-view bolts are allowed and shown on the shop drawings, space at regular intervals in straigbt lines or uniform pattems. Temporary Bracing: Consider all structural steel as non-self-supporting steel frames. Provide suitable temporary b,racing as necessary to rnaintain structural steel in proper position .until permanently secured. kave temporary bracing in place as required for safety. Field Modification: Written acceptance from the Engineer must be obtained before using cuning torch for field modification or refabrication of structural steel. The structural steel fabricator shall be responsible for errors in fabrication and for correct fit in the field. Gore Creek Residences ' Residential Vail, Colorado 03 Januarv 2005 a. b. F. Structural Steel 05120 - 5 3.O4 FIELDQUAUTYCONTROL: A. Testing and Inspections: All qualityconfoltests and inspections required herein will be performed by the Owne/s independent testing and inspections agency (Testing Agency) employed under the terms of Technical Specifications Section 01400. Quality assurance testing and inspectiorx are for the Owner's benefit and use, and are not to be constued as limiting Contractor's contractual responsibility for performing work in accordance with the Contract Documents. B. Coordination and Assistance: The Owrer's testing and inspection agency will maintoin a complete set ofshop and erection drawings, copies ofall nrill test reports, and full and ample means and assistance for testing all materials, including proper facilities, scalfolding, temporary work platforms,.etc., in mill, shop, and field. C. The testing agency's inspector will perform his duties in such a way that neither fabrication nor erection is unnecessarily delayed or impeded. In no case shall the inspector recorrmend or prescribe the method ofrepair ofa defect. D. Field Inspection: Field inspection by the Testing Agency of erected steel shall be such as to assure that the work conforms to specified requirernents and will include: l. Inspection offield welding as required herein. 2. Ascertainment of proper fit and alignment. 3. Ascertainrnent ofproper inshllation and tensioning ofbolts. 4. Ascertainment that Contractor's erection procedures adequately correct for distortion and shrinkage in field welded assemblies and connections. The Testing Agency shall measure weld shrinkage at all groove welded column splices in the fint four tien and at each third tier thereafter. Reports ofsuch rneasurements shall be submined to the Architect and Structural Engineer within two days of completion of welding at each tier measured. E. Welding Materials and Workmanship: Inspection of welding will be zuch as to assure that the Work conforms to specified requirements, and will include: l. Ascertainment that electrodes used for manual shielded melal-arc welding and the electrodes and flux used for submerged arc welding conform to the requirenrents of this Section. 2. Ascertainment that the approved welding procedure and the approved welding sequence are followed without deviation, unless specific approval for change is obtained from the Architect. 3. Ascertainment that the welding is perfonned only by welding operators and welden who are properly certified. The Testing Agency shall wirress such qualification testing ofwelding operators and welders, as may be required. 4- Ascertainment that the fit-up, joint preparation, size, contour, extent ofreinforcement, and length and location ofwelds conform to specified requirements and the contract drawings, and that no specific welds are omitted or unspecified welds added without approval of th€ Arcbitect. F. Welder ldentification: Assign an identirying symbol or mark to each pereon installing welded connections; identifr all shop and field connections so that the inspector can refer to the person making connection. G. Field Welds: The Testing Agency shall test field welds as follows: I - All welds, including wall and shoring connections: 100% visual. 2. All partial or full penetration groove welds: l00o/o ultrasonic. 3. All other welds, including curtain wall and shoring connections: l0olo rnagnetic particle. 4. Radiographic testing may be substituied for ultrasonic. Gore Creek Residences - Residential Vail, Colorado 03 January 2005 I I I t I I I I I I I t I I I t I t I Structural Steel 05120 - 6 I I I I T I I I I H.Additional Testing: l. If more than | 07oof the tested welds are rejected, lhen an additional | 0 percent of all such welds sball be tested using the same method. This l0% additional testing process shall be repeated until the rejection rate drops below one in 10. 2. In addition, ifdefective welds are discovered, the remaining uninspected welds shall receive such ultrasonic or magnetic particle inspection as may be required by the Architecr 3. All costs ofadditional inspection and testing required bythis paragraph shall be bome by the Conhactor. Authority for Rejection: The welding inspector shall have the authority to reject weldments. Such rejection may be based on visual inspection where in the inspector's opinion the weldment would not pass a more detailed investigation. Reports: Reports by the Testing Agency's irspector shall contain, as a minimum, an adequale description ofeach weld tested, the identiffing mark of the welder responsible for the weld, a critique ofany defects noted by visual inspection or testing, and a statement regarding the acceptability ofthe weld tested, as judged by current A.W.S. standards. Reports shall be distributed as early as possible, but not later than I work week after the tests have been performed. The Architect shall be notified by lelephone if, in the judgement of the inspector, test results require immediate comment. Bolted Connectiors: Visually inspect all bolted connections to ascertain dnt all bolts, nuts and required washers have been installed and are of proper type and that all faying surfaces have been brought into snug contact. Slip-Critical and/or Axial Tension Bolted Connections: L Tersion Control (Self-Indicating) Bolts: a. Inspect tightness of l0% (minimum of2) of the bolts selected at randorn in each high strength bolted corurection on each level of structural steel framing on the project in accordance with above- b. Perform a visual irspection of all remaining high strength bolted connections to assure that all torque-offsplines have been sheared. c. When splines are not sheared, the Testing Agency shall determine that proper bolt tension has been achieved by the application ofa properly calibrated testing torque or the Contractor may, at his option, remove and replace all installed bolts with unsheared splines. All costs ofadditional inspection and testing required by this paragraph shall be bome by the Contractor. d. The manufacturer of self indicating bolts shdl provide onsite instruction on joint tensioning to the Testing Agency and to the erector prior to joint bolting. e. lnspection frequency ofselfindicating bols may be reduced at the discretion ofthe Engineer after sufficient demonsbation of their effectiveness. Bolt Quality Test random samples ofeach type bolt with nuts and washers to verify compliarrce with respective ASTM requirements. Test 2 bolt assemblies (bolt, nut, washer) from each barrel, keg, box, or other container delivered to site. EIIDOFSECTION Gore Creek Residences - Residential VeiI, Colorado 03 Januarv 2005 K. L. I I I I I I I I I I Structural Steel 05120 - 7 II I sncrroNossooIMETAL FABRICATIONS I r 'ENERAL I.OI SECTIONINCLI,JDES I A. The Work includes, but is not limited to the following: t |. Miscellaneous frbricated fermus metal items, galvanized ard prime painted as indicated on I Drawings, or as required. 2. Steel lintels. I 3. Chimneyftame. r Lo2 REt-ATEDsEcrIoNs I A. Section 04400 - Stone veneer: Steel lintel and shelfangles. I . B. Section 09900 - Painting: Paint finisb. I r.o3 REFERTNCES . A. ASTM A36 - Sfructural Steel.II B. ASTM Al23 - Zirrc (Hot4alvanized) Coatings on Products Fabricated From Rolled, Pressed and I orged Steel Shapes, Plates, Ban, and Strip. I C. ASTM Al53 - Zinc Coating (Hot-Dip) on Iron and Steel llardware. r\ ASTM A283 - Carbon Seel Plates, Shapes, ard Bars.It E. ASTM A307 - Carbon Steet Extemally Threaded Standard Fasteners. I C. ASTM A386 - Zirrc-Coating (Hot-Dip) on Assembled Steel Pmducts. I H. l#.Ot* - Cold-Formed Welded and Seamless Carbon Steel Structural Tubing in Round ard I I. ASTM A50l - Hot-Formed Welded and Seamless Carbon Steel Structural Tubing. I - J. AWS A2.0 - Standarrd Welding Syrrbols. I AWS D l. I - Structural Welding Code. I L. SSPC (SE€l Structural Painting Council) - Steel Stuctures Painting Mamat t r.o4 DE'T.NREe'TREMENTS I A. Fabricae system corryonents, including attachments, to building sfuchre and to zupport live load as I determined by local applicable Codes and practice. I l.o5 SIJBMITTALS t Metal Fabricetions 05500 - I Gore Creek Residences - Residentialr ,J*":$";;t! I I I t A. B. 1.06 Submit under provisions ofSection 01300. Shop Drawings: Indicate profiles, sizes, conrrction attacbmenb, reinforcing, arrchorage, size and tlpe of frsteners, and accessories. Include erection drawings, elevations, and details where applicable. l. Indicate welded connections using standard AWS A2.0 welding symbols. lndicate net weld lengtbs. C. Prepare Shop Drawings and calctlations (applicable wlrcn metal frbricatiors nansfer loads from other work to strucnre) under direct supervision of a Professional Stsucnral Engineer experienoed in design of this work and licensed in fte State of Colorado, unless designed by Stuctural Engineer of Record. Shop Drawings and calculations to bear Engineer's samp or seal. D. Welden Certificates: Submit rmder pmvisions of Division l, certifting welders ernplopd on the Work, veriffing AWS qualification within the previous 12 rnontbs. QUALIFICAfiONS A. Fabricator and Installer: Company specializing in fabrication and installation ofthe Product specified in this Section with minimum of five ;ears docurnented experience. B. Professional Engineer: Company with a minimum of five years experience in the desigr of Products specified in this Section. C. Installer and Professional Engineer shall be hired by hbricator for "one-source ' responsibility. FIEI.D MEAS1JREMENTS A. Veri$ that field measurements arc as indicated on Shop Drawing;s. SEQI]ENCING A. Coordinate Work under provisions of Section 0 I M0. DELIVERY, STORAGE, AND HANDLING A. Deliver and store materials under provisioru ofSection 01600. PART2 PRODUCTS 2,OI MATERIALS A. Steel Sections: ASTM A36. B. SteelTubing: ASTM S00,GradeB. C. Steel Plates: ASTM A283. E. Bolts, Nuts, and Washers: ASTM A325 or ASTM 4307, galwnized to ASTM Al53 for plvanized components, F. Welding Materials: AWS D L l; O?e re$ired for materials being welded. Gore Creek Residences - Residential Vall, Colorado 03 January 2005 I I I I t T I I I I 1.08 r.09 t I t I t I Metal Fabrications 05500 - 2 r Ir G. Shop and Touch Up Primer for Fenous Metal Surfaces: Single component rmiversal primer - gray. I H. Touch Up Primer for Gahanized Surfaces: Organic zinc rich component univenal shop prirner - I gy. I L AII steel metal frbrications exposed to atsnosphere or exterior in location shall be galvafizeA. t 2.02 FABRT.ATT.N I A. Fit and shop assemble in largest practical sections, for delivery to site.t B. Fabricate items wift joints tighdy fitted and secured. I C. Grind exposed joints flush and smooth widr adjacent finish surface. Make exposed joints butt tight,r flust\ and hairline; ease exposed edges to small ruriform radius. I D. Exposed Mechanical Fastenings: Flush countersunk screws or bolts; unobtrusively located; consistent I with design ofcomponent, except where specifically noted otherwise. I E. Supply componens required for anchorage of fabrications. Fabricate anchors and related components I ofsame material and finish as fabrication, except where specifically noted otherwise. 2.03 FINISHES tI A. Prepare surfaces not visible to view in accordance with SSPC SP 2. !, B. Prepare surfaces scheduled to be visible in accordance with SSPC SPl0. I C. Clean surfaces ofrusg scale, grease, and foreign matter prior to finishing. I D. Do not prime surfaces in direct contact with concr€te or where field welding is requirod.t E. Prime paint components in accordanc€ with Section 09900 ready for field paint.I I D. Galvanize in accordance with ASTM A 123. l. Structural Steel Members: Provide minimum 1.3 oz./sq ft zinc coating. I PART3 EXECUTION T 3.OI EXAMINATION I A. Veri$ tlut field condilions are acceptable and are ready to receive Worlc B. Begiming of installation means erector accepts existing conditions. I 3.02 PREPARATToNI A Clean and strip primed steel items to bare metal where site welding is required. t B. Supply items required to be cast into concrcte, eurbedded in masonry, or placed in partitions, with setting templates, to appropriate Sections. - Metal Fabrications 05500 - 3 Gore Creek Residences - ResidentialI or"'l*":ffit; I INSTALIiA,TION A. Install items plumb and level, accurately fitted, free from distortion or defects. B. Allow for erection loads, and for sufficient bmporary bracing to maintain rue alignrrent rmtil completion of erection and installation of permanent attachrnenb. C. Field weld cornponents indicated on Shop Drawings. Perform field welding in accordance wi0r AWS Dl.l. Obtain ArchiEctlEngineer approval prior to sile cutting or making adjustnents not schedrled. After erection, prime weldg abrasions, and surfaces not shop primed galvanized, except surhces to be in contacl with concrete. Isolats dissimilar metals fiom contact with bituminous painl non-abrasive gasket or other approved method. ERECTION TOLERANCES A. Maximwn Variation from Plumb: l/4 inch in l0 feet. non-cumulative. B. Maximun Oftet from True Alignmenc l/4 inch. SCHED{JLE A. The Schedule is a list of principal itents only. Refer to the Drawings for items not specifically scheduled ard refer to requirernents of other work as Dece$nry. Provi& arrchorage and attachneots required for installation. l. bdge and Shelf A:rgles, Cbamels and Plates Not Attached to Structural Framing. Refer to Drawings for size. 2. Lintels and Frames at Wall Openings. ReGr to Drawings for size. 3. Chirnney frame. Refer to Drawings for size. 4. All other miscellaneous anchors, sleeves, bolts, brackeb, clips, iriserts, gratings, tubing, bar stock, plates and other items not distinctly specified under other Sections, but necessary to complete each item through such work may not be shown or specified. ENDOT'SECTION Gore Creek'Residences - Residential Vail, Colorado 03 Januarv 2005 I t I I I I I t I I I I I T T t t I I D. E. F. Metal Fabrications 05500 - 4 I r sEcrloNo6rooI RoUGHCARPENTRY I PARTI GENERAL I l.ot sEcTroN TNCLT,JDES: I A. The Work includes. but is not limited to tlle followine: I l. Building frarning including installation of acoustically rated partitions and floor ceiling I assemblies- I 1.02 REI"A,TED SECTIONS I A. Section 03300 - Casrin-Place Concrete: Setting anchon in concrete. I B. Section 08212 - Stile and Rail Wood Door: Rough opening.r C. Section 08610 - Clad Wood Windows and Doors: Rough opening. I D. Section 09260 - Gypsum Board Assemblies.I I.O3 REFERENCES I A. ALSC 161"r;"an Lumber Standards Comnittee) - Softwood Lumber Standards. f B. ANSI A208.l - Mat-Formed Wood Particleboard. It C. APA: American Plywood Association. I D. AWPA C2: American Wood Preservers Association - All Timber Products Preservative TreaEneDt I by Pressure Process. I E. AWPA C9: American Wood Preservers Association - Plywood Preservers Treatnent by Pressure I Process. . F. AWPA Cls: American Wood Preservers Association - Wood for Commercial-Residential Construction, Preservative Treabent by Pressure Process. I G. AWPA C20: American Wood Preservers Association - Sructural Lumber Fire Retardant I Trcatrn€nt by Pressue Process. I - H. NFPA: National Forest Products Association. I I. WCLIB: West Coast Lumber Inspection Bureau. J. WWPA: Western Wood Products Association, I .' 1.04 SYSTEMDESCRTPTTON A. Wood stud framing for exterior walls ard interior partitions. a B. Floor and roof framing. I r.05 suBMrT'rALS I Rough Carpentry 06f00- 1 Gore Creek Residences - Residential l ,rt;"*"""$Ti; I Submit under provisions ofSection 01300. Product Data: For each tlpe ofprocess and factory-fabricated product. l. Include data for fire-retardant treaftrent from chemical treatm€nt manufrcturer and certification by feating plant that materials comply with rcquirements. Material Certificates: For dimension lumber specified to comply with minimum allowable unit stresses, D. ResearchEvaluation Reports: For the following, showing compliance with building code in efrect for Project: L Treated wood. 2. Engineered wood products. 3. Powerdriven fasteners. 4. Powder-actuatedfasterrcrs. 5. Expansion anchors, 6. Metal framing anchors. QUALITY ASSI.IRANCE A. Softwood Lumber: Comply with PS 20, WWPA Grading Rules and o0rer grading rules as specified. B. Softwood Plywood: Comply with PS l,'U.S. Product Sandard for Consruction and fudustrial Plywood." C. Construction Panels: Comply $'ilh APA '?erformance Standard and Policies for Structural Use Panels," Form No. F443. D. Factory-mark each piece of lumbcr and plywood with BTe, grade, mill and grading agency, except omit markings from surfrces to be exposed. QUALIFICATIONS Subcontractor regularly engaged in subcontracting wo* of this t;pe. Minimum of five years experience on projects of similar size and complexity. Manufacnring Company specializing in manufacturing the products specified in this Section with minimum three )€ars documented experience. PROJECT/SITE CONDITIONS A. Coordination: Fit carpentry work to other work; scribe and cope as required for accurate fit. Correlate location of furring, nailen, blocking, grounds and similar supports to allow proper attachment of other work. DEUVERY, STORAGE, AND HANDIJNG A. Deliver and store materials under provisions of Section 01600. PRODUCTS Gore Creek Residences - Residential Vail, Colorado 03 January 2005 A. B. I t I T I I I I I I I l-06 1.07 I I I I t 1.08 1.09 PART2 I I I Rough Carpentry 06100 - 2 B. c. D. E. I t I I t I I I I I I I t I t I I I I 2.01 MATERIAIS - CENERAL Lumber, General: DOC PS 20 and applicable rules of lumber grading agencies certified by the American Lumber Standards Comminee Board of Review. I . Factory mark each piece of lumber with grade stamp of grading agency. 2. For exposed lumber indicated to rec€ive a stained or natural finish, mark grade stamp on end or back of each piece, or omit grade stamp and provide certificates of grade compliance issued by grading agency. 3. Provide dressed lumber, S4S, unless otherwise indicated. 4. Provide dry lumber with 15% maximum moisture content at time of dressing for 2-inch nominal thickness or less, unless otherwise indicated. Engineered Wood Products: Provide engineered wood products acceptable to authorities having jurisdiction and for which curent model code research or evaluation reports exist 0rat show compliarre with building code in effect for Projecl l. Allowable Desigt Stress€s: Provide engineered wood products with allowable design stresses, as published by manufacturer, that meet or exceed those indicated. Manuhcture/s published values shall be determined from empirical data or by rational engineering analysis and demonstrated by cornprehensive testing performed by a qualified independent testing agency. a. Product substitutions shall have capacity in bending, shear and deflection equal to or greater than specified members. No change to specified spacing is allowed. Wood Structural Panels: l. Plywood: DOCPS I. Oriented Strand Board: DOC PS 2. Comply witb "Code Plus" provisions in APA Form No. E30K, *APA Design/Construction Guide: Residential & Commercial". Wood-Preservative-Treated Materials: AWPA C2 (lumber) and AWPA C9 (plywood), except that lumber that is not in contact with the ground and is continuously protected from liquid water may be treated according to AWPA C3l with inorganic boron (SBX). l. Kiln-dry material after treaEnent to a maximum moisture content of l9/o for lumber and 15% for plywood. 2. Mark each treated item with the tratnent quality mark of an inspection agency approved by the American Lumber Standards Committee Board ofReview. 3. Application: Treat items indicated on Drawings, and the following: a. Wood cants, nailen, curbs, equipment support bases, blocking, sripping, and similar members in connection with roofing, flashing, vapor barriers, and waterproofing. b. Wood sills, sleepers, blocking, fiuring, sripping, and similar concealed m€mbers in contact witb masonry or concrete. c. Wood framing members less than l8 inches above grade. d. Wood lloor plates that are installed over concrete slabs directly in contact with earth. Dimension Lumber: Provide dimension lumber per Sructural Drawings - General Notes, of grades indicated according lo the American Lumber Standards Committee National Grading Rule provisions ofthe grading agency indicated. l. Non-Load-Bearing Interior Partitions: Standard, Stud, or Bener grade and the following species: Gore Creek Residences - Residential Vail, Colorado 03 January 2005 2. J. Rough Carpentry 06100 - 3 F. L. ACCESSORIES t I I I I I I I I T I I I t I I I I I G. H. J. K. a. Westem woods; WCLIB or WWPA. 2. Framing Other Than Non-Load-Bearing Partitions: Construction, Stud, or No. 2 grade and any ofthe following species: a. Douglas firlarch, WCUB, or WWPA. Provide miscellaneous lumber for zupport or attachment of other construction, including nailen, blocking ard backing boards. For miscellaneous lumber of dimension lumber size, provide Construction, Stud, or No. 2 grade lumber with l5% maximum moisture content and any species. For concealed boards, provide lumber with 15% maximum moisture content and the following species and grades: l. Western woods, Construction or No. 2 Common grade; WCI IR or WWPA. Laminated-Veneer Lumber: A composite of wood veneers with grain primarily parallel to member lengths, manufactured with an exterior-t1pe adhesive complying with ASTM D 2559. Product has ttre following allowable design values as determined according to ASTM D 5456: l. Extreme Fiber Stress in Bending, Edgewise: 2600 psi minimum for l2-inch nominal- depth members. 2. Modulus of Elasticity, Edgewise: 1,900,000 psi. Wood l-Joists: Prefabricated units complying with APA PRI4fi); depfts and performance ratings not less than those indicated. I . Web Material: Either oriented strand board or plywood, Exposure l. 2. Structural Capacities: Establish and monitor stsuctural cnpacities according to ASTM D 5055. 3. Trademark: Factory mark l-joists with APA trademark indicating nominal joist depttr, joist class, span ratings, mill identiFrcation, and l-joist compliance with APA standard. 4. Wood joists zubstitutions shall have a capacity in bending, shear and deflection greater than joist specified. Wall Sheathing: l. Plywood: Exterior, Sructural I sheathing. 2. Oriented-Strand-Board: brposure l, Stnrctural I sheathing. RoofSheathing: l. Plywood: Exterior, Stuctural I sheathing. 2. Orienled-Strand-Board: Exposure I, Structural I sheathing. Fasteners: Provide fisteners ofsize and t1,pe indicated that comply with requirements specified in this Article for rnaterial aud manufacture. l. Where rough carpentry is exposed to weather, in ground contact, or in area of high relative humidity, provide fasteners with hot-dip zinc coating complying with ASTM A I53/A I53M. 2- Power-Driven Fasteners: CABO NER-272. 3. Bolts: Steel bolts complying wilh ASTM A 307, Grade A; with ASTM A 563 hex nuts and, where indicated flal washen. Gore Creek Residences - Residential Vail, Colorado 03 Januarv 2005 Rough Carpentry 06100 - 4 B. c. D. E. F. G. H. I t I I I I I I I I I I I I I I I B. Anchors: Provide framing ahchors made from hot-dip, zinc-coated steel sheet complying with ASTM A 653/A 653M, G60 coating designation, of stnrctural capacity, type, and size indicated, and as follows: l. Research/Evaluation Reports: Provide products acceptable to authorities having jurisdiction and for which model code research/evaluation reports exist that show compliance of metal framing anchors, for application indicated, with building code in effect for Project. 2. Allowable Desigr l,oads: Provide products with allowable design loads, as published by manufacturer, that meet or exceed lhose indicated. Manufacturer's published values shall be determined from enrpirical data or by rational engineering analysis and demonstrated by comprehensive testing performed by a qualified independent testing agency. PART3 EXECUTION 3.OI FRAMINGINSTALLATION I I Set framing to required levels and lines, with members plumb, true to line, cut, and fitted. Fit to other construction; scribe and cope as needed for accurate fit. Ircate furring, nailers, blocking, grounds, and similar supports to comply with requirements for attaching other construction. Apply field treatrnent complying with AWPA M4 to cut surfaces of preservative-treated lumber and plywood. Securely attach rough carpentry work to substrate by anchoring and fastening as indicated, complying with the follorving: l. CABO NER-272 for powerdriven fastenen.2. Published requirements of metal framing anchor manufachrer. 3- Table 2304.9.1, 'Tastaning Schedule", in the Intemational Building Code. Use finishing nails for exposed work, unless otherwise indicated. Countersink nail heads and fill holes ',rddr wood filler. Framing Standard: Comply with AFPA's *Manual for Wood Frame Construction", unless otherwise indicated. Framing with Engineered Wood Products: Install engineered wood products to comply with manufrcturer's written fu$tructions s reviewed by the Stnrctural Engineer. Comply with applicable recommendations contained in APA Form No. E30K," 'APA Design/Construction Guide: Residential & Commercial", for 4pes of structural-use panels and applications indicated. l. Comply with "Code Plus" provisions in above-referenced guide. Fastening Methods: Fasten panels as indicated below: 2. Refer to Draqrinps. 3.02 FIELD QUAI,ITY CONTROL Field inspection will be performed under provisions ofSection 01410. Gore Creek Residences - Residential Vail, Colorado 03 Januarv 2005 Rough Carpentry 06100 - 5 Owner will engage a qualified independent testing agercy to inspect the following: l. Veri! material grade for all members and sheathing. 2. Veriff all member sizes, spacing and condilion Verify web stiffeners, if r€quired. 3. Verifr all shcathing thiclmess, blocking and nailing. EI\II OFSECTION Gore Creek Residences - Residential Vail, Colorado 03 Januarv 2005 Rough Carpentry 06100 - 6 I I sncrloNo6rosI wooDBLocKTNGANDcTJRBTNG I I PARTI GENERAL I.OI SECTION INCL1JDES I! A. The Work includes, but is not limited to the following: I | . Roof perimeter nailers. f| 2. Wood blocking and shimming at wall openings, 3. Wood blocking and plywood backing for support of wall-hung items. I t.oz REI-aTED sEcrroNsI A. Section 06200 - Finish Carpentryr Backing for miscellaneous wall mounted Work I B. Section 06410 - Custom Casework Backing in wall. I C. Section 082 12 - Stile and Rail Wood Doors: Blocking and shimming for door openings. I D. Section 086t0 - Clad Wood Windows and Doors: Blocking and shimming for window and door openings. I E. Section 10800 - Toilet and Bath Accessories: Backing in wall. I F. Division 15 - Mechanical: Backing for wall-mounted plumbing fixtures. I G. Division 16 - Electrical: Backing for wall-mounted lighting fixtures. I l.o3 REFERENCES I A. AISC (American Lumber Standards Comnittee) - Softwood llmber Standards. I B. ANSI A208.1 - MaGFormed Wood Particleboard.I C. ASTM E84 - Surface Burning Characteristics of Building Materials. I D. AWPA (American Wood Preservers Association) Cl - All Timber Products - Preservative Treatsnent by Pressure Process. I E' +H*"iff'#H"ry;r*":J"*"rs Association) c20 - struchral Lumber Fire Retardant I F. NFPA (National Forest Products Association). I G. RIS (Redwood Inspection Sewice). I SPIB (Southern Pine Inspection Bureau). I. WCIJB (West Coast Lumber Inspection Bureau).I I J. WWPA (Western Wood Products Association). I r.04 SUBMTTTALS ' Wood Blmking and Curbing 06105 - f Gore Creek Resllences - Residential Vail. Colorado 03 January 2005 I I I I t t r.05 A. Submit under provisions of Section 0 | 300. B. Product Data: Provide technical data on fire-retardant and wood preservative materials, and application instructions. QUALITY ASSI,JRANCE A. Perform Work in accordance with the following agencies: l. Lumber Grading Agency: Certified by ALCS. 2. Plywood Grading Agency: Certified by APA. 3. Fire-Retardant Treafirent: Bearing UL Classification. Untreated wood blocking may not be used, even when concealed within wall construction SEQIJENCING A. Coordinate Work under provisions of Section 010140. Coordinare Work with window and door openings, and all vrall mounted Products. PART2 PRODUCTS 2.OI MATERIALS A, Lumber Framing (rnn-structural): NLGA, WCUB or WWPA, No. 2 grade Fir, Han fu or Douglas fu with 67o maximum moisture content. B. Wood Blocking: No. 3 grade Fir or Hem fu with 6% maximum moisture content. C. Plywood: APA Rated Sheathing Grade, Exposure l, Gmup I or 2 species, 3/4 inch thick. 2.02 ACCESSORIES A. Fasteners: Hot-dipped galvanized steel for high humidity and treated wood locatiors. B. Anchors: Toggle bolt tlpe for anchorage to hollow masonry. Expansion shield and lag bott type for anchorage to solid rnasonry or concrete. Bolt or ballistic fastener for anchorages to steel, 2.03 WOODTREATMENT A. Fire-Retardant Treatnent (FR-S Tlpe): I . Where fue-retardant or "non-combustible" lumber is specified, required by Code, or otherwise indicated, comply with AW?A C20 for pressure impregnation with fire- retardant cherl'cals to achieve a Class A fire-rating with a flame spread and srnoke developed value of25 or less, when tested in accordance rvith ASTM E84. 2, Acceptable Manufacturers and Products: a- Hickson Corporation, "Dricon." b. Osmose Wood Presenring, "Flame Proof LHC-HTT". c. Hoover Treated Wood Products,'?1no6uard". d. Substitutions: Under provision ofSection 01630. B. Wood Preservative Treatrnent (PT Type): 1.06 I I I I I I I I I I I I I I Wood Blocking and Curbing Gore Creek Residences - Residential Vail, Colorado 03 January 2005 06105 - 2 T l. Pressure Treatnent: AWPA Treatrnent Cl using water bome preservative $th 0.25yo I retainage. 2. Surface Application: Clear cotored, type as recommended by preservative Manufacturer. I C. Provide identification on fire-retardanl treated material. D. Apply fire-retardant treatnent to materials specified in this Section. I E, Kiln dry wood after pressure treaEnent to maximum 60lo moisture content. I PART3 EXT,CUTTON 3.OI FRAMING I! A. Set members level and plumb, in coneci position. I B. Place horizontal members, crown side up. I C. Construct curb memben ofsingle pieces. I D. Curb roof openings except where prefabricaled curbs are provided. Form corners by altematingI hpping side members. I E. Coordinate installation of curbing with installation of decking and support ofdeck openings, and t roofing vapor retardant. I F. Coordinate installation of wood blocking and backing as required to adequately support various I wall and ceiling mounted devices. Coordinate locations with Drawings. 3.O2 SITE APPLIED WOOD TREATMENT f| A. Apply preservative treatrnent in accordance with Manufrcturer's irstructions. I B. Brush apply two coats of preservative treatnent on wood in contact with cementitious materials I roofing and related metal flashilg and grade. Treat site-sawn cuts. C. Apply fire retardant reaunent to site-sawn cuts in accordance to manufacturer's instructions. I D. Allow preservative and fire retardant treatrnents to dry prior to erecting members. EIYD OF SECTION I I I I Wood Btocking and Curbing 06105 - 3 Gore Creek Residence* - Residential Vail, Colorado I 03January2005 I I I SECTION 06130rHEAVYTIMBER I PART1 GENERAL I l.0l sEcTroNrNcLuDES I A. The Work includes, but is not limited to the following: I i.oz RETATED sEcrroNs A. Section 06100 - Rough Carpentry. I 1.03 RELj,TEDDOCT.JMENTS r A. Comply with the provisions of the latest editions of ttrc following Codes, Specifications and I Standardg except as otherwise shown or specified herein. B. Materials shall comply with requiremens of desigrrated specificatiors of American Society for Testing and Materials. I- C. National Design Specification for Stess-Grade Lumber and its Fasteners, National Forest Products I Association r r.o4 st BMITTAIS I A. Submit under provisiors of Section 0 I 300. I B. Shop Drawings: Indicate sizes, spacing, locations and all related corupctiors. I c #il13, -lfr1TlT#il*:'*1i:ffH*:#il:ffi;T: that each materiar in this section I D. Sample: Submit three 12 inch long pieces of actual size, illusuating surface finish and stain. Multiple I samples maybe required to achieve the desired effect. I 1.05 QUALIFICATIONS I A. Subcontractor regularly engaged in subcont'acting work of this g/pe with minimum of five years experience on projects of similar size and complexity. I I. kad carpenter sball have had minimum offive years ofdocumented experience in carpenty work t B. Manufacnring Company specializing in manufacturing the products specified in this Section with minimum three years documented experience. r PART2 PRODUCTS I 2,OI MATERIALS I A. All solid sawn stsuctural menrbers exposed in the completed sFucture shall be Douglas Fir-hrch, #l I rade, rough sawn, unless indicated other wise on Drawings and ofthe sizes shown on the Drawings. Heavy Timber 06130 - 1 Gore Creek Residences - Resldential I 'r';i"',fi;t; B. All solid sawn timber, exposed in the finished stucnre and scheduled to receive Fansparent or semi- transparent finishes shall be shipped local to the job site and stored in warehouses provided by the Contractor, where it will receive preservative teaurent and Owner inspection. C. All other solid sawn timber shall be pressure feated with CCA $pe C) preservative teatnen! 0.25 P.C.F. retention. D. Minimum Desip Values: l. Fu 1,350 psi - Douglas Fir-Iarch, #l Grade 2. F": l7Opsi 3. E:1,600,000psi E. Smcnral steel shall be ASTM A-36 and shall be painted in the finislred sauctue. F. Nails: Use conumn nails complying with Federal Specification FF-N-I except as noted. Use galvaaized at exterior locations, G. Machine Bols: Comply with ASTM 307 and sball be painted in the finiqbed structure. H. Iag Bolts: Comply wi0r Federal Specification FF-B-561. Use galvanized at exterior locations. I. Joist Hangers: Shall be galvanized ofthe type indicated on the Drawings. J. All materials shall be stored off the ground in such marmer to prevent wetting, warping or other damage. 2.02 FIMSH A. Stain: Akzo Nobel Coatings, Inc. "Sikkens" or Samuel Cabot, lnc. "Cabot Stains", as selected by Architect from manufacturer's standard colors. B. Sealer: Akzo Nobel Coatings, Inc. or Samuel Cabo! Inc., matt finish. PART3 EXECUTION 3,OI WORKMANSHIPANIDINSTALL.ATION A. Use adequate numbers of skillcd worlanen who are Onrougbly rained and expa'ienced in the necessary crafts and who are completely fimiliar with the specified requirements and the methods needed for proper perforrrance of the Work of this Section B. Examfule the areas and conditions under which tlrc Work of this Section will be performed. Corrcct conditions, detrimental to timely and proper completion of the work Do not procced until ursatishctory conditions are corrected. C. Produce joine which are bue, tighg and well nailed, with all memben assembled in accordance with the Drawings. D. Select individual pieces so 6at knots and obvious defects will not interfere with the proper nailing, and will allow tlre making of poper connections. E. Cut out and discard defecs which will render a piece unable to serve is intended firnction Gore Creek Residences - Residential Vail, Colorado 03 Januan 2005 I I I t I I I I I I I I I t I I I I I Heavy Timber 06130 - 2 I t F. Lumber may be rejected by the Architect, whether or not it has been insalled, for excessive loots, warp, twis! bow, crook, mildew, fimgus, or mold, as well as for improper cutting and fitting. I G. Nail decking with face and joint nails in accordance with the manufachuer's recommendations. r H. Keep the premises in a neat, safe, and orderly condition at all times during execution ofthis portion of t the work, free from accumulation ofsawdust, cut ends, and debris. I. Do NOT shim any framing componerfi. I 3.02 FTMSHTNG I A. Stain heavy timbers in accordance with manufachrer's instructions and in accordance with t approved sample. B. Seal all heaw timbers in accordance with manufacturer's instructions and in accordance with I Architectural Lquirements. I ENDoFSECTION T T I I I I t I I I Heary Timber I 05130 - 3 Gore Creek Residences - Residential Vail, Colorado 03 January 2005 I I t I PARTI GENERAL I.OI SECTIONINCLTJDES t A. The Work includes, but is not limited to the following: I l. AII shop-fabricated woodwork such as: I a) Door and window frames and rims. b) Base, chair rail and crown molding. c) Railing system. t :i H[Hffi*1'"X:1*",andtrims. 0 Exterior window shutter. I C) Exterior railing. I 2. Attachment accessories incorporated into finish carpentry. 3. Finishing of shop finished items. I , n Priming of it€ms to be field painted. I I.O2 RET-ATED SECTIoNS I A. Section 06105 - Wood Blocking and Curbing: Grounds and support framing.I B. Section 08212 - Stile and Rail Wood Doors: Door frame and trims. I C. Section 085 I 0 - Clad Wood Windovn and Doors: Window and door frame and trim. ' D. Section 09260 - Gypsum Board Assemblies. I E. Section 09900 - Painting: Painting and finishing offinish carpentsy items. I I.O3 REFERENCES I B. ASTM E84 - Surface Burning Characteristics ofBuilding Materials. I C. AWI (Architectural Woodwork Institute) - Architectural Woodwo* Quality Standards.I D. AWPA (American Wood Preservers Association) C2 - Lumber, Timbers, Bridge Ties and Mine Tiesr - Preservative Treatnent by Pressure Processes. I E. MST PS I - Constuction and Industial Plywood. I F. NIST PS 20 - American Softwood I-umber Standard.I 1.04 DESTGNREQLJIREMENTS I A. Railing System: I l. Railing assenrblies such as guardrails and wall rails, and attachnents to resist lateral force of I 200 lbs applied at any point without damage or permanent set, unless local Codes require a more stsingent design load- I Railing system assembly shall be in accordance to the requircments ofapplicable Codes. r Finish Carpentry 06200 - f Gore Creek Residences - Residential Vail. Colorado 03 January 2005 I 1.04 a. Railing size and spacing. b. Clear distances between railings and between railings and other elements. c. Erd retum and extension ofhandrails. d. Top of handrail to nosing shall be 34 inches at stairs when measured plumb from edge of sair nosing, unless otherwise shown on Drawings. e. Top rail ofguardrail shall be 42 inches from finish floor level or slair landing when measured Plumb. SI.]BMTTAIS A. Subrnit under provisions ofSection 01300. B. Shop Drawings: l. General: Indicatc materials, component profiles, fastening methods, jointing details and ' accessories, to a minimum scale of l- ll2": l' - 0". 2. Railing System: Indicate profiles, sizes, connection attachments, anchorage, size and tlpe of fasteners, and accessories. Include erection drawings, elevations and deails where applicable. a. Prepare Shop Drawings and calculations under direct supervision of a Professional Suuctural Engineer experienced in desigr of ttris work and licensed in the State of Colorado. Shop Drawings and calculations to bear Engineer's stamp or seal. C. Submit four samples ofeach wood species and pmfle, 6 incbes long, illustrating each wood grain and spocified finish. Multiple samples mayte rcquired to achieve the desired finish- QUALITY ASSI.JRANCE A. Work of this Section can be from different sources, pending the expertise, however, each typer'group of Work shall be with one Contractor. B. All Work shall be manufactured and installed according to AWI Architectural Woodwork Quality Standards, Prenium grade quality, for opaque and fiansparent finishes. C. Preservative Treated Prcducts: Identiff by AWPA quality mark D. All lumber and veneen to be AWI, Grade I. QUALIFICATION B. Fabricator and Irstallec Company specializing in manufacturing and insallation of the prodrrcB specified in ftis Section with a minimum of five years of documented experience. C. Installer shall be hired by fabricator for "one-source" responsibility. l. It would be acceptable to divide exterior and intcrior work b€tw€en two different Companies. MOCKTJP A. Provide mockup undcr provisions ofSection 01400. B. Fabrixte and nnckup ofevery finished Product for review ard approval. Gore Creek Residences - Residential Vail, Colorado 03 January 2005 I T t I I I I I T I I t t I I t I I I 1.05 1.06 1.07 Finish Carpentry 06200 - 2 I I 1.08 REcr.Jr-AToRy REeTJTREMENTsI A. Conform to applicable Code for fire-rated requirements- I 1.09 DELMRY, STORAGE,AND HANDLTNG a Deliver, store, protect and handle Products to site under provisions of Section 01600.II B. Do not deliver millwork rmtil wet constuction work is completed, building is fully closed in, and ambient temperanre and relative humidity has been sabilizetl. I C. Store millwork in the space for a minimum period of 14 days to allow Products to acclimate before installation. I D. Protect Products fiom moishre damage.I I.IO PROJECT/SITECONDITIONS I A. Provide permanent heag ligbt, and ventilation prior to installation. I B. Maintain minimum room Emperature 65 degrees F and relative humidity level of 20 - 30plo for period I ofthree dap prior to delivery ofmaterials during and after insallation. I.II SEOUENCINGII A. Coordinate Work under provisions of Section 0 I 040. I B. Coordinate Work with plumbing and elecfical rough in, and installation of associated and adjacent t components. I.I2 OPERATIONANDMAINTENANCEDATA I A. Submit under provisiorx ofsection 01730. I B. Maintenance Data: Include maintenance procedures, rccommended maintenance materials, and I suggested schedule after installation ofmaterials. I PART2 PRoDUcrsI 2.OI LUMBERMATERIALS I A. Softwood Lumber: PS 20; graded in accordance with AWI Premium requirements, rnaximum moistfe content of67o; material and finish as scheduled. I B. Hardwood Lumber: Graded in accordance wifi AWI Premium requirements, maximum moishre! content of67o; material and fnish as scheduled. I 2.02 sHEETMATERTALs t A. Softwood Plywood: PS l; graded in accordance with AWI Premium rcquiremenB, core materials of I veneer or particleboard, material and 6nish as scheduled. B. Hardwood Plywood: Graded in accordance with AWI requirements, core materials ofveneer lumber or particleboard; tlpe of glue recommended for applicalioq material and finish as scheduled. r Finish Carpentry 06200 - 3 Gore Creek Residmces - Residential Vail, Colorado 03 JanuarY 2005 I C. Wood Particleboard: ANSI A208.1, Tpe I; composed of agriculture waste, post-cou mer waste fiber, or recovered wood fiber, of medium density, made with water resistant adhesive; of grade to suit application; sarded fices. Use of formaldehyde is NOT allowed. 2.03 MISCELLANEOUSMATERIALS A. Wrought Iron: As shown on Drawings. B. Shutter harduiare. 2.04 ACCESSORIES A. Fasteners: Tfpe and size as required by corditions of use, plain steel or aluminum for interior use, hotdip galvanized steel for exterior us€; except at treated lumber where galvanized and painted shall be required, whether interior or exterior. B. Corpealed Joint Fasteners: Th,readed steel. C. Adhesive: Solvent release t1ae, compauble with substrate materials and as recommended by adhesive Manufacturer. D. Lumber for Shimming and Blocking: Fire-Retardant, softwood, any available species. E. Primen Type as recommended for applied finishes. F. Wood Filler Tinted to march surface finish color; type as recornmended for applied finishes. 2.05 WOODTREATMENT A Fire-Retardant Treafinent (FR-S TWe): Chemically treated and pressure impregnated; capable of achieving a Class A fire-rating with a flanre spread and smoke developed rating of25 or less when tested in accordance with ASTM E84. B. Wood Preservative Treatnent (PT Tlpe): l. Pressure Treafinenf AWPA Trcatsnent C2 using water-borne preservative wrrh 0.25yo retainagp. 2. Surface Application: Clear colored, type as recommended by preservative Manufichuer. C. Provide UL approved identification on fire-retardant treated materiat. D- Deliver fire-retardant treated materials cut to required sizes; minimize field cutting. E. K.iln dry wood after pressure tseaun€c to naximum 6% rnoishre content 2.06 FABRICATION A. Fabricate as per Drawings, approved Shop Drawings, and to AWI Quality Slandards, Premium grade qua|rty. B. Shop assenble Work for delivery to site, permiuing passage tluough building openings. C. Shop prepare and identi! components for gra.in matching during site erection. Gore Creek Residences - Residential Vail, Colorado 03 January 2005 I I I t I T I I I I I I I I I I I T I Finish Carpentry 06200 - 4 I-, I D. w}ren necessary to cut and fit on site, provide materials with ample allowance for cutting. Provide I trim for scnting and site cutting. I E. Before proceeding with purchasing or fabricating Work in this Section, obtain approvals for all I\I Shop Drawings. ,r F. As Work proceeds, cull out all material that does not comply with grades specified or samples approved.U G. All exposed plywood shall be edge banded as per finish required, unless edge is to be rimmed.I r 2.06 FTNTSHING i1 6. Refer Section 09900 - Painting, and./or Schedules for items not listed within this Section. I l. Sand work smooth and set exposed nails and screws. r : 3lill'lt'i::"i""'ff;xl:J"ii,'Tf"::TJil#?,i'il'*r"n -","hes surrounding I surfaces and of types recommended for applied finishes. 4. Finish exposed and semi-concealed surfaces to match approved samples. r- PART3 ExEcurIoN r 3.01 EXAMINATTONANDPRSpAnATTONI A. Verify and confirm sruc[ual adequacy ofblocking, backing and support framing. I I B. Verify and coordinate mechanical, elecrical, and building items affecting Work of this Section are placed and ready to receive this Work L C. Fill and/or conect all pressure feaftnent marlcs as recomrnended for finishing.I 3.02 INSTALIATION I A. Geneml I l. Install Work in accordance with AWI Quality Standar&, Premium grade quality. I 2. Set and secwe materials and componenls in place; true, phunb and level- 3. Miter comers and end joints in standing and running trirn" unless noted or indicated otherwise. I 4. Carefully scribe Work to a jacent consruction with maximum ll32 nch gaps. Do not I use additional overlay trim to conceal larger gaps. 5. Fasten in concealed locations wherever possible.r 6. Countenink exposed fastenen. Apply wood filler in exposed frstener indentations; sand ll 7. X"i1"Tirt*",,.r, prime paint surfaces of items or assemblies to be in contact rvith cementitious materials. 8. Field Fitting:I a. Cut to fit and carefully scribe. b. Where work abuts other finished surfaces, scribe and cut for accuate lit. I c. Do not use overlay trim pieces to cover joints. I B. Sanding and Running Trim r Finish Carpentry 06200 - 5 Gore Creek Residences - Residential Vail, Colorado I o3January2fi)S I 3.03 3.05 l. Install trim and molding in unjointed lengths for opcnings and for runs less lhan maximum length of lumber available. For longer runs use maximum length of lumber available and minimum number ofjoints. Stagger joints in adjacent members. Cope moldings at retums and miter at comers. Attachment: a. Provide fabricator's standard concealed fasteners. b. Provide for thermal and building movements. c. Use frnishing nails where exposed nails are required, set nail heads, and fill. ERECTIONTOLERANCES A. Maximum Variation from Level or Plumb: lR2 inch every 3 feet, non-cumulative or l/8 inch per l0 feet, whichever is less. B. Maximum Variation from True Position: l/16 inch. C. Maximum Oftet iom True Alignment with Abutting Materials: lB2 inclr D. Joint Gap wift Abutting Materials: "Hairline joint". PROTECTION AND CI.OSEOUI A. Protect all furished Work from darnage before, during and after irstallation. Replace any Work that is damaged beyond repair. B. At koject cloeeoug check all rim for defects. Touch up surfices that have been marred during cotrstruction. Use only workers skilled in touch-up ulork or wlro were tbe original finishers. Use only materials that are compatible with the finish. C. Rework joints that have opened during course of Project. Ifjoints are larger tban l/16 inch replace the piece for a tight and uniform joint. SCHEDTJLE A. Ext€f,ioc Fascia and SoIIit: a. Wood Species: Westem red cedar # 2 and better, select tight larot. b. Finish: Sikkens, as selected Aom manufacturer's standard colors. Window Shutters: a. Wood Species: Westem red cedar, clear, prernium gpde. b. Finish: Sikkens, as selected fiom manufacturer's standard colors. Door and Window Frames and Trims: a. Wood Species: Western red cedar # 2 and better, select tight knot b. Finish: Sikkens, as selected from manufacturer's standard colon. Railing; a. Wood Species: Westem red cedar, clear, premium grade. b. Finish: Sikkens. as selected from manufacturer's standard colors. B. Interior: l. Door and Window Frame and Trim: a. Wood Species: T),pe to match ulnterior Speciftcations"- b- Finish: T1rye to match Interior Designer's sample. Gore Creek Residences - Residential Vafl, Colorado 03 Januan 2005 I I t I t I I I I I I t I I t I t I I 2. 3. 4. I. 2. 4. Finish Carpentry 06200 - 6 I I 2. Running Boards and Trirns:f a. Wood Species: Type to match "Inlerior SpeciJications". b. Finish: T1rye to match Interior Designer's sample. I 3' flintt wooa snecies: Tlpe to match ornrerior spciJications'.b. Finish: Tlpe to match Interior Designer's sample. I ENDoFsEcrroN I I I I I I I I t t t t I Finish CarpentryI I 05200 - 7 Gore Creek Resldences - Residential Vail, Colorado 03 January 2fi)5 I I SECTION 06410 CUSTOMCASEWORK r I PARTI GENERAL I.OI SECTION INCLTJDES I A. The Work includes, but is not limited to the following: r l. Fabrication and installation ofcasework I 2. Fabrication and installation ofopen shelving that is not defined elsewhere. 3. Fabrication and installation of dumbwaiter door and frame. t r.o2 RELATEDsEcTToNSI A. Section 04405 - Stone countertops: Countertop finish. I I B. Section 06105 - Wood Blocking and Curbing: Blocking in the wall. C. Section 09300 - Floor Tiles: Countertop finish.I t D. Section 09900 - Painting: Painting and finishing of cabinet Work. I E. Division 15 - Mechanical: Plumbing utilities and fixtures. - F. Division | 6 - Electrical: Power, sigaal and data wiring. I r.o3 REFERENcES . A. ADA - tunericans with Disabilities Act of | 991. - t B. ANSI A208.l - Mat Formed Wood Particleboard. c AWI - Quality Standards.It D. FSMMM-A-I30: Adhesive, Contact. a E. NEMA (National Electric Manufacturers Association) LD3 - High Pressure Decorative lrminales. I F. NIST - PS I - Construction and Indusfial Plvwood. I G. NIST - PS 20 - American Softwood Lumber Standard. I.O4 SIJBMITTAIS I l : A. Submit under provisions ofSection 01300. t B. Shop Drawings: Indicate materials, components profiles and elevations, assembly merhods, joint I lilrr,l,fllrJ"trl",["*,lr::*ry listings' hardware location and schedule or rrnishes; to a I C. ProductData: Provide data for hardware accessories. I - D. Samples: 06410 - I Gore Creek Residences - Residential Vail, Colorado 03 January 2005 Custom CaseworkI I l. Initial Sample: Submit four 6 inch x 6 inch size samples, illushating each material, profile and finish. 2. Fabricated Sample: Submit one finished full panel mockup ofevery shop assembled item such as door and drawer faceplate. lf more than one finish per category/group of items then provide one for each type offinish. I,O5 QUALITY ASSURANCE A. Perform Work in accordance with AWI Architectural Woodwork Quality Standards, Premium Grade quality. B. Work of this Section shall be from one source, and shall provide single-source responsibility. Coordination and incorporation of all components that are a part of this casework shall be the responsibility of the one Fabricator. r.06 QUAUFICATIONS A. Manufacturer and Installer: Company specializing in manufacturing and installing the products specified in this Section with minimum five years documented experience. B. Installer shall be hired by fabricator for "one-source" responsibility. I.O7 PRE-INSTALLATIONCONFERENCE A. Convene one week prior to commencing Work of this Sectio4 under provisions of Section 01200. I-08 DELIVERY, STORAGE, AND HANDLING A. Deliver, store, protect and handle Products to site under provisions ofSection 01600. B. Do not deliver millwork until wet consbuclion work is completed, building is fully closed in and ambient temperature and relative humidity has been stabilized. C. Store millwork in the space for a minimum period of 14 days to allow Products to accljmate before insallation. D. Protect Products fom moisture damage. I.O9 PROJECTISITECONDITIONS A. Provide pennanent heat, light and ventilation prior to installation. B. Maintain minimum room ternper-atur€ 65 degrees F and relative humidity level of 20 - 30oZ for pa'iod ofthree days prior to delivery ofmaterials during and after irstallation. I.IO FIELDMEAST]REMENTS A. Verifo that field measuremene ar€ as indicated on Shop Drawings. l.ll SEQUENCTNC A. Coordinate Work under provisions of Section 01040. B. Coordinate Work with rough-in of mechanical, plumbing and elecrical, and special systems. C. Coordinate Work with ston€ counter top. Gore Creek Residences - Residential Vail, Colorado 03 Januarv 2005 I t I I I I I I t I I I I I t I I I I Custom Casework 06410 -2 l.l2 t I I t I I I I I I I I t I I T I t I PART 2 2.01 OPERATION AND MAINTENANCE DATA A. Submit under provisions ofSection 01730. B. Maintenance Data: Irrclude maintenance procedures, recommended maintenance materials, suggested schedule after installation of materials- PRODUCTS MATERIALS - SHEET A. Exposed to View Sheee: l. Softwood Plywood: PS l; graded in accordance with AWI Premium requirements, core materials ofveneer or particleboard, face veneer as scheduled at end of Section. 2. Hardwood Plywood: PS 5 I; graded in accordance with AWI Premium requirements, core materials of veneer or particleboard, type of glue recommended for application; fice veneer as scheduled at end ofSection. 3. Plastic Laminate Facing: NEMA LD3, General Purpose Type, 0.050 inch thick, color and finish as selected by Interior Designer from full range of Manufacturer's standard colors. 4. Low Pressure Laminates: a. Shelves and Side Panels: Double sided, general purpose, 314 inch thick core' particleboard; color as selected by lnterior Designer from full range of Manufacturer's standard colors. b. Drawer Box: Double sided, general purpose, 12 inch thick core particleboard; color as selected by Interior Designer from full range of Manufrctruer's standard colors. B. Substrate Sheets (not Exposed to View): L Wood Particleboard or Fiberboard: ANSI A208.1, Type I; composed of agriculture waste, post-consumer waste fiber, or recovered rvood fiber, of medium density, made with water resistant adhesive; of grade and thickness to zuit application; sanded frces. Use of formaldehyde is NOT allowed. 2. Plywood: Of grade and thiclo:ess to suit application; sanded faces. Use 3i4 inch thick exterior grade plywood for sink counlers and vanity tops. 2.02 MATERIALS _ LI]MBER A. Exposed to View Lumber: l. Softwood Lumber: Grade A, in accordance with AWI Premium requirements; average moisture content of 60lo; as scheduled at end ofSection. 2. Hardwood Lumber: Grade A, in accordance with AWI Premium requirements; average moisture content of6%. as scheduled at end ofSection. B. Framing Lumber: l. Any grade suitable for the application; average moishre content of 67o 2.03 MATERAILS _ MISCELI"A,NOIUS A. Edge Banding: Custom Casework Gore Creek Residences - Residential Vail, Colorado 03 Januarv 2005 06410 - 3 2.M 2.06 l. Laminate Panels: Veneer material to match laminates at all exposed edges, unless otherwise shown on Drawings. 2. Wood Veneer Panels: Wood veneer to match facing material at all exposed edges, unless otherwise shown on Drawings. HARDWARE A. Drawer and Door Pulls: Refer to Interior Design Manual. B. Door Hinges: Concealed "European"-style hinges, 125 degree opening as manufactured by Blum, Hafele, Grass America or Stanley. C. Drawer Slides: Full Extemion with steel ball bearing, drawer hold-in closed position as manufactured by Blum or Hafele. D. Catches: Magnetic catcb- E. Shelving: Adjustable shelving on 2 irrch on cenler bored holes widr flat aluminum rests. ACCESSORIES A. Adhesive: Tlpe recommended by AWI to suit application. B. Fastenen: Size and qpe to suit application. A. Concealed Joint Fasteners: Threaded steel. D. Wood Filler Tinted to march surface finish color; type as recommended for applied finish. FABRICATION A. Fabricate as per AWI Quality Standards, premium grade quality. B. Shop assemble casework for delivery to site in units easily handled and to permit passage through building openings. C. Edge band front of fixed shelves, front and back of moveable shelves, and door edges and drawer front unless ofsolid lumber. D, When necessary to cut and fit on site, provide materials with ample allowance for cutting. Provide rim for scribing and site cuning. E, Provide cutouts for inserts, appliances, outlet boxes, fixtures and finings. Veri$ locations of cutouts fiom on-site dimensions. Seal surfaces ofcut edges. F. Shop identifr components for gain matching during site erection. FINISH A. Stain and Sealer: As scheduled at the end ofthis Section. B. Refer Section 09900 - Painting, and/or Schedules for items not listed within this Section- l. Sand work smooth and set exposed nails and screws- 2. Apply wood filler in exposed nail and screw indentations. Gore Creek Residences - Residential Vail Colorado 03 January 2005 I I I T I I t I t I t I I I I t t t t Custom Casework 06410 - 4 I I I 3. On items to receive transparent finishes, use wood filler which matches surrounding I surfaces and oftlpes recommended for applied finishes. 4. Finish exposed and semi-concealed surfaces to match approved samples. -r PART3 ExEcurIoN tr 3.ol EXAMINATToN I A. Verifu adequacy ofbacking and support framing. -I B. Verify and coordinate mechanical, electrical, and building items afiecting Work of this Section arer phced and ready to receive this Work I C. Fill ard/or correct all presswe teatnent marks as recommended for finishingI3.02 INSTAIJ*ATION r I A. Install Work in accordance witb AWI Quality Standards, Premium grade qualiry. B. Set and secure casework in place; rigid, plumb and level.,l a C. Secure casework to solid blocking and framing using screws in sufficient size, number, and Iocation. r I D. Use fixture anachments in concealed locations for wall mounted components. :- E. Use concealed joint fastenen to align and secure adjoining cabinel units and countertops. I F. Carefully scribe casework abutting other components, with maximum gap of ll32 inch. Do not use additional overlay trim for this purpose, I I G. Secure cabinet and counler bases to floor wing appropriate angles and anchorages. r H. Secure upper cabinee to u"all using "cleated" system. Exposed anchorage devices would NOT be permined, unless shown on Drawings. -I. Secure dumbwaiter door to wall with countersunk screws. Plug holes to match adjacent finish. I I 3.03 ADTSTrNG r. A. Adjust Work under provisions of Section0l7l0. I B. A just doors and drawer faces as necessary for an evenjoint and gap between doors and drawers. I C. Adjust moving or operating parb to fimction smoothly and correctly. I 3.U ERECTIONTOLERANCES il A. Maximum Variation from l-evel or Plumb: l/32 inch every 3 feei, non-cumulative or l/8 inch per l0 - feet, whichever is less. I B. Maximum Variation fiom True Position: l/16 inch.a C. Maximum Offset fom True Alignment witlr Abutting Materials: Flush. I Custom Casework 06410-5 Gore Creek Residences - Residential Vail, Colorado - 03 January 2005 I I Joint Gap with Abutting Materials: "Hairline joint". Joint Gap with Other Abutting Materials: l/16 inch. PROTECTION AND CLOSEOUT Protect all fnished Wodc from damage before, during and after irstallation Replace any Work that is damaged beyond repair. At Project closeout, check all rim for defects. Touch up surfaces that have been marred during construction. Use only workers skilled in touch-up work or who were tbe original linishen. Use only rmterials that are compatible with the furish. Reworkjoints that bave opened during murse ofProjecr CLEANING Clean Work under provisions of Section 01710. Clean casework, counters, shelves, hardware, finings and fixtures. SCHEDIjLE A. Kitchen: l. Material: Refer to "Interior Speeificotions". 2. Finish: Match Interior Desigrer's sample. Powder Room: Refer to "Inteior Speci;lications". l. Material: Refer to ufnterior Specifications', 2. Finish: Match Interior Desiper's sample. Master Bathroom: Refer to "Inteior Specifications'. l. Material: Refer to "Inkrior Speci;licotions'. 2. Finish: March Interior Designer's sample. Bathroom: Refer to olnterior Specificalions". l. Material: Refer to "Inkrtor SpeciJicationsu. 2. Finish: Match Interior Designer's sample. Open Shelving: l. Material: Refer to "Inturtor SpeciJicotionso. 2. Finisb: Match Interior Desigrcr's sample. ENDOFSECTION Gore Creek Resirlences - Residential Vail, Coloredo 03 January 2005 D. E. I I I I t I B. 3.06 A. B. I T I I T I t I I I I t B. D. 3.U Custom Casework 06410 - 6 SBCTION 07212 BOARD INSI.]LATION I PARTI GENERAL I.OI SECTION INCLUDESttr I A. The Work includes, but is not limited to the following: 1; l. Insulation as part ofperimeter walls below grade. t 2. Insulation, as required, at low clearance areas around plumbing, fire sprinkler piping and around rec€ssed lights in rooflceiling assembly, to maintain required R-value. I t.o2 REr-ATED sEcrroNsl . Section 02200 - Earthwork I B. Secrion 03300- Cast-In-Place Concrete. ^ Division 15 - Mechanical: Plumbing and fire sprinkler piping.I I D. Division 16 - Electrical: Light fixtures in ceiling. I r.03 REFERENCES I A. ASTM C578 - Preformed Cellular Polystyrene Thermal Insulation. I B. ASTM C1289 - Faced Rigid Cellular Potyisocyanurate Thermal Insulation Board.,): C. ASTM Dl62l - Compressive Properties of Rigid Cellular Plastics. I D. ASTM E84 - Test Methods for Fire Tests of Building Characteristics of Building Materials. F ASTM 896 - Test Methods for Water Vapor Transmission of Materials.Iat F. ASTM El 19 - Test Methods for Fire Tests of Building Construction and Materials. I l.o4 SYSTEM DEScRrprroN I A. The materials and work of this Section shall provide continuity of thermal barrier at building I closure elements in conjunction with therrnal insulating materials in Section 07213. I l. Exrerior Wall: Provide insulation at exterior perimeter walls below grade.' 2. Plumbing Insulation: Wrap (tent) insulation around all plumbing linis that are within one I foot ofmechanical air intakes and vens, and fireplace combustion air intake ducts. f 3. Recessed Light Fixture Insulation: 'Tent" insulation over the recessed light fixtures under the roof assembly. I I 1.05 St BMITTAIS A. Submit under provisions ofSection 01300. I B. Product Datra: Provide data on product characteristics, performance criteria, and limitatiom. I C, Manufacturer's lnstallation Instuctions: Indicate special environmental conditions required for I- Board Insulation 07212 - | Gore Creek Residences - Residential Vail, Colorado I 03January2005 I I insrallation, and installation techniques. I I.06 E}.IVIRONMENTALREQTNREMENTS I A. Do not instalt insutation adhesives when ternp€rature or weather conditions are detrimenlal to successful inslallation. f I.O7 SEQIJENCING l) A. Coordinate Work under provisions of Section 0l M0. f B. Coordinate work with vapor rearder. I PART2 PRODUCTS II 2.OI INSTJLq,TIONMATERIALS A. Polystyrene Board Insulation: Owens Corning, "Foamular 400". I l. ASTM C578, Type Vl; exruded cellular tlpe. 2. Thickness: 3 inches, unless otherwise shown on Drawings. I 3. Thermal Resistance: R of 5.0 per inch ofthickness. t 4. Compressive Strength: Minimum 40 psi. 5. Edges: Square. I B. Inorganic Preformed Glass Fiber Board Insulation: KnaufFiber Glass (800-8254434). I l. ASTMC6l2,Tpe lA(l.6pcf),unfaced. I2. Thickness: 1.5 inch, unless otherwise required for maintaining integdty of rooflwall R- I value at reduced clearance ar€as between plumbing lines, recessed light fixtures and structural steel at exterior walls and soffits, and underside ofroo8 and decks. I3. Thermal Resistance: R of 6.3 per inch of material. I4. Edges: Square. C. Substitutions: Under provisions ofSection 01630. I ! 2-02 ADHESTVES IA. Adhesive: TSpe recommended by insulation Manufacturer for application. I PART3 EXECUTION I I 3,OI EXAMINATTON A. Veriff site conditiors under provisions of Section 01040. I B. Verift that substrate, adjacent materials, and insulation boards are dry and ready to receive'insulation. I C. Verify subsrate surface is fla! free of honeycomb, fins, irregularities, and materials or substances that may impede adhesive bond. I 3.02 INSTALIATION r Board Insulation o72r2 -2 Gore creekRqs"*"T.;lilfflffj r 03 January 2005 t I I A. Apply adhesive in continuous beads. Daub adhesive tight to protrusions. I B. Install boards on wall surhce, around perimeter walls in most economical method. T I C. Place boards in a method to maximize contact bedding. Stagger end joints- Butt edges and ends tight to adjacent board and to protrusions. I D. hsall Knauf insulation board as required to prevent ptumbing and sprinkler pipes in exterior walls I and roof from freezing and to prevent recessed can lights in ceiling from aansmitting 'hot spots' to roof and forming ice dams. Insulative value of batt insulation, refer to Section 07213, sball be maintained in walVroof cavity with substituted 'high perfonnarrce' board. I 3,03 PROTECTION OF FIMSHED WORK I A. Protect finished Work under provisions of Section 01500.I B. Do not permit Work to be darnaged prior to covering insulation. END OF SECTION 07212 - 3 Gore Creek Residences - Residential Vail, Colorado 03 Jenuary 2fi)5 I I I I I I I I I I I I Boardrnsutation I I I ILI SECTION 07213I BATTANDBLAJYKETINSI,JLATION I PARTI GEI\TERAL . I.OI SECTIONINCLUDES I A. The Work includes, but is not limited to the foltowing: I l. Insulation at inside ofwalts. f 2- Insulation for filling crevices and mps in walls. - 1.02 REI-ATEDSECTIONS - A. Section 061 00 - Rough Carpenry. I B. Section0726o-VaporRetarders.I C. Section 07212 - Board hrsulation. I D. Section 07214 - Spray4n Insulation. - E. Section 09260 - Glpsurn Board Assemblies. I l.o3 REFERENcES I .A. ASTM C665 - Mineral .Fiber Blanket Thermal Insulation for Light Frame Construction and I Manufactured Housing. I B. ASTM E84 - Test Method for Surface Buming Characteristics of Building Materials. r C. ASTM E96 - Test Methods for Water Vaoor Transmission of Materials. I D. ASTM E I 19 - Test Method for Fire Tests of Building Construction and Materials. I E. ASTM E I 36 - Test Method for Behavior of Materials in a Vertical Tube Furnace at 750 degree C. I F. NFPA 96 - National Fire Protection Agency. C. UL - Fire Resistance Direcrory.I I I.O4 SYSTEMDESCRIPTION I A. Materials and work of dris Section shall provide continuity of drermal barrier at building enclosure I elements in conjunction with Section O7212 and O7214. I i' trilH'e':-ql,ftrgx.'';';T.i:J$#1ff'"y;lg:1tH::,eng,h, ft.m exterior vrall to fireplace box. ll 4. Fireplace Flue: Wrap flues that terminate to exterior watl with insulation for the entire I length, fiom exterior walt to fireplace box. 5. Fire Blocking: Provide mineral fiber insulation in demising walls as shown on Drawings. I r Batt and Blanket Insutaiion 07213 - | Gore Creek Residences - Residentiat I Vail, Colorado f January2005 I I I I I I I A, B. c. 1.06 1.05 SUBMITTALS Submit under provisions of Section 0130O. Product Data: Provide &ta on product characteristics, performance crircria, and limitations. Manufachrer's Installation Instructions: Indicate special envirorunental conditions required for installation, and installation techniques. SEQUENCING A. Coordinate under provisions ofSection 01040. B. Coordinate Work widl Section 07260 for installation of Vapor Rearder. PART2 PRODUCTS 2.OI MANIJFACTIJRER A. Batt and Blanket Insuatation: l. Certain Teed Corporation. 2. Owens-Coming, Fiberglass Technology Inc. 3.. Guardian Fiberglass, Inc. B. Mineral Fiber Insulation: l. Thermafiber Inc. C. Substinrtions: Under provisions of Section 01630. 2.02 MATERIAIJ A. Batt Insulation: ASTM C665; preformed glass fiber ban; friction fit, conforming to the following: l. Thiclness and Thermal Resistance: Refer to Schedule at end ofthis Section. 2. Size: Width and length as required to suit application 3. Tape: As required by specific application and as recommended by Insulation Manufacturer. B- Mineral Fiber Insulation: ASTM C5l8; preforrne.d semi-rigid blanket, unfaced, friction fit, conforming to ihe following: l. Thickness: As required to fit cavity in demising wall as shown on Drawings. 2. Screws: As required for &e tlpe qf installxtion and recommended by Insulation Manufacturer. PART3 EXECUTION 3.OI EXAMINATION A. Verif site conditions urder provisions of Section 0 I 040. B. Verify that substrate, adjacent materials, and insulation are dry and ready to receive insulation. Gore Creek Residences - Residential Veil, Colorado 03 January 2005 I I I I T I T I t I I t Batt and Blanket Insulation 07213 -2 I I i.o2 rNsrAlrltrroN A. Install insulation in accordance with Manufacturer's instuctions. I B. Install in wall witbout gaps or voids; do not compress insulatior C. Install in between double studs at framed openings and comers. D. Trim insulation neatly to fit spaces. E. Provide stock pirx or other appropriate fasteners wherc required within wall and roof assemblies to prevent sagging r 3.03 SCHEDLJLE II A. Exterior Wall Insulation: Unfaced glass fiber insulation, R-21 for use as shown on Drawings. B. Underside of Roof Deck: Unfaced glass fiber insulation, R-24 for use in as shown on Drawings. C. Inside of Soffits with Occupied Space Above: Unfaced glass fiber insulatioq R-30 for use at underside of occupied spaces. D. Vents and Fireptace Combustion Air Ducts: Foil faced glass fiber insulation, L5 inch thick. T I I I I E. Other Partitions: As shown on Drawings. I I I I I I ENDOFSECTION I I - Baft and Blanket Insulation 07213 - 3 Gore Creek Residences - Residential Vail, Colorado 03 JanuarY 2005 I I I t sECTroNoT2l4I SPRAY-oNINSLTLATIoN I . PARrI .ENERAL I.OI SECTION INCLI'DESr ' A. The Work includes, but is not limited to the following: I t. Insulation at underside ofroofdeck I 2. hsulation for filling crevices and gaps in walls. I I.02 RELATED SECTIoNS - A. Section 06l fi) - Roueh frarning I B. Section 0?260- VaporRetarders. C. Section 07213 - Baft and Blanket hsulatiorl I t D. Section 09260 - G1pzum Board Assemblies. I r.03 REFERENCES I A. ASTM C5 I 8 - Test Method ior Steady-State Thermal Transmission Properties by Mears of the Heat I . Flow Meter Apparatus. I r.04 SYSTEM DESCRTPTION I A. Materials and work of this Section shall provide continuity of thermal barrier at building enclosure I elemenb in conjrmction with Section 07213. I.O5 SIJBMITTALS t A. Submit urder provisions of Section 0 | 300. I B. Product Data: Provide data on product characteristics, performance criteria, and limitations. I C. Manufacturer's Installation Instructions: lndicate special environmental conditions required for I stallation, and installation techniques. I r.06 SEQTJENCING I 4. Coordinate under provisions ofSection 01040. I B. Coordinate Work with Section 0?260 for imtallation of Vapor Retarder. l:! PART2 PRODUCTS I 2.OI MANI,}FACTI,JRER I A. Nordr Carolina Foam krdusbies (NCFI).I - Spray-on Insulation 07214 - | Gore Creek Residences - Residential Vail, Colorado 03 JanuarY 2005 I B. Substitutions: Under orovisions of Section 01630. 2.02 MATERIALS A. Spray Foam Lsulation: NCFI-325, Class I spray foam systern at 4 inch thiclness, conforming to the following: l. Thermal Resistance: R-value of7 per inch. 2. Supplemental lruulation: Batt insulation having a density of 0.61.01b/cu. ft. and R-Value of 34. B. Joint Filler Foam: Hilti CF 124 Filler Foam or equivalent. C. Sealant: Sikaflex la, single component polyur€thane or equivalent. PART3 E)(ECUTION 3.OI PREPARATION A. Verifr site conditions under provisions of Section 0 I (M0. B. Verifu that substrate, adjacent materials, and insulation are dry, clean and ready to receive irsulation. C. Mask offall areas not to receive spray foam with masking tape and plastic sheeting. 3.02 INSTAII-ATION A. Spray insulation in accordance with Manufachrer's instsuctions. B. Spray at underside of rcof deck, between rafters and bearns without gaps or voids for total thickness of4 inches. C. Fill cavities and joints wi$ filler foam and caulk in accordance to Manufachrcr's recommendation ENDOFSECTION Gore Creek Residences - Residential Vail, Colorado 03 January 2005 I I I I I I I T I I I I I I t I I I t Spray-on Insulation 072t4 -2 I I t sncrroNoz26o T VAPORRETARDERS t PARTI CENERAL I,OI SECTION INCLIJDESI I A. The Work includes, but is not limited to the following: I l. Warm side ofexterior wall assemblies (inside face ofexterior studs). I 2. Warm side of roof system (underside of roof framing). I.O2 REIATED SECTIONS I A. Section 06100 - Rough Carpenry. I B. Section 07213 - Batt and Blanket Insulation.r C. Section 07900 - Joint Sealers. I D. Section 08212 - Stile and Rail Wood Doors: Wall opening.t E. Section 08610 - Clad Wood Windows and Doors: Wall openings. I F. Section 09260 - Gypsum Board Assemblies. I 1.03 REFERENCES I A. ASTM c920 - Elastomeric Joint Sealants. I B. ASTM E84 - Test Method for Surface Buming Characteristics of Building Materials. I C. ASTM E96 - Test Methods for Water Vapor Transmission of Materials. I D. SWRI (Sealant Waterproofing and Restoration hstitute) - Sealant and Caulking Guidet Specificarion. I l.o4 SYSTEM DEscRrPTroN I ' A. Materials of this Section shalt provide continuity ofbuilding enclosure vapor and retarder: I ! l. To seal gaps baween building enclosure components and wall and roofopening frames. 2. To seal gaps baween vapor retarder integral to other systems. I r.o5 PEMoRMANcEREeUREMENTSt. A. Maximum vapor Permeability (PERM): 0.05 as measured in accordance to ASTM E96. I r.06 STJBMTTTALS A. Submit under provisions of Section 01300. I B. ,t##:J:"' Provide data indicating material characteristics, performance criteria, and I r Vapor Retarders 07260 - 1 Gore Creek Residences - Residentialr or';1"::],"fit!r C. Manufacturer's Installation Instructions: Indicate preparation and installation requiremenb, techniques. I.O7 QUALITYASSTJRANCE A. Perform Work in accordance with SWRI Sealant and Caulking Guide requirements for material and installation. t.08 SEQUENCING A. Coordinate Work under the provisions of Section 01040. B. Sequence Work to permit insallation of materials in conjunction with other retardant materials and seals. C. Do not install vapor retarder until items p€netrating it are in place. PART2 PRODUCTS 2.OI MANUFACTI.JRERS A. Alwriseal Corp. B. Griffolyn; Reef Industries Inc. C. Raven Industries. D. Substitutions: Under provisions ofSection 01630. 2.02 SHEETMATERIAIS A. Above Grade: ASTM E84, Class A Flarne Spread Rating, clear polyethylene, 6 mil thick 2.02 SEALANTS A. Polyurethane Sealant: Type B sealant specified in Section 07900 and/or as recommended by shcet barrier Manufacturen. B. Primer: As recornrnended by sealant manufacturer to suit application C. Cleaner: Non-corrosive E/pe; as neconrmended by sealant manufactureq compatible with adjacent materials. 2,03 ACCESSORIES A. Adhesive: As recomrended by vapor rctarder Manufrcturer to suit conditions. B. Tape: As recornmended by vapor retarder Manufacturer for the specific use. EXECUTIONPART3 I I I I I t I T I I I I I I I T t T I 3.OI EXAMINATION Vapor Retarders Gore Creek Residences - Residential Vail, Colorado 03 January 2005 07260 -2 I I A. VeriS condition ofsubstrate and a jacent materials under provisions ofsection 01040. I B. Veriff fiat surfaces and conditions are ready to accept the Work. I 3.02 PREPARATToN A. Remove loose or foreign matter which might impair adhesion. I B. Clean and prime substrate surfaces to receive adhesive and sealants in accordance with Manufacturer's instructions. I 3.03 INSTALLATION - A. Install sheet materials in accordance with Manufacturer's instructions. I B. hstall sealant in accordance with Manufacturer's instructions. I C. Secure sheet retarder to substrates as per Manufacturer recommendations. Extend Retarder from I floor deck to floor deck. Position lap seal over firm bearing. rl Apply sealant to lap joints for complete vapor barrier.It E. Apply sealant within recommended applicarion temp€rature ranges. Consult Manufacturer when sealalt cannot be applied within these temperature ranges. I 3.04 PROTECTTONOFFTNTSHEDWORK a Protect finished Work under provisions of Sction 0 I 500.It B. Do not permit adjacent work to damage Work of this Section. r ENDOFSECTTON I I I II I I I vaporRetarders I 07260 - 3 Gore Creek Residences - Residential Vail, Colorado 03 January 2fl)5 I I SECTION 07265 VAPOR BARRIER F'OR CRAWLSPACES I I PARTI GENERAL I.OI SUMMARYI I A. The Work of this Section includes, but is not limited to, vapor retarder/barrier membrane. I I.O2 SUBMITTALS II A. Submit manufacturer's product data, installation insEuctions and membrane samples for approval. I l.o3 euALrrYASsuRANcErA. Materials: For each tJDe of material required for the work of this section, provide primary materials that are the products ofone manufacturer. I B. Schedule Coordination: Schedule work such that membrane will not be left exposed to weather for I I A. Deliver materials in labeled packages. Store and handle in strict compliance with manufacturer's I instructions. Protect from damage fiom weather, excessive temperature and construction I operations. Remove and dispose ofdamaged material in accordance with applicable regulations. I I PART2 PRODUCTS 2.OI MATERIALS I A. l0 mil polyethene membrane. I I . Joint Tape: specially-formulated, two-sided, reinforced pressure sensitive tape. r B. Liquid Membrane: two-component, elastomeric, cold-applied, rowel-gnde material. I PART3 DGCUTION r 3.01 DGCUTION I- A. The installer shall examine conditions of substrates and other corditions under which this work is I :ffi,'""*T#;1,T,'9"T:,;H:";'"*,f.X,flhiilll?.Hffi::ffHil::*':#:J,:::"' I 3.O2 INSTALLATION I A. Earth and stone substrates shall be well compacted to produce rur even, solid substrate. Remove loose aggr€Bate or sharp profusions. Remove standing water prior to membrane applications. I B. Installation shall be in accordance with manufacturer's instructions and ASTM E1643, including I but not limited tq the following: l. Apply membrane in continuous sheets. Vapor Barrier for Crawlspace 07265 - | Gore Creek Residences - Residentialr ,r";.i,:"#;tlr J. Apply succeeding sheets by overlapping the previous sheet 50-mm (2 in). End Laps should be staggered to avoid a build up of laprs. a. Taped Lap Method - To securc and seal the overlaps, overband the lap with the 100 mm (4 in) wide tape using tlrc lap line 6r alignment. Mix and apply Liquid Membrane to seal around penerations such as drainage pipes, ctc. and at walls. ENDOFSECIION Gore Creek Residences - Residential Vail, Colorado 03 January 2005 I t I I I I I I t I I I I I I t I I I Vapor Barrier for Crawlspace 07265 -2 II sEcrIoN 07270 I AIRANDVAPORBARRIER I PART1 GENERAL I.OI SECTION INCLIJDES I A. The Wor* includes, but is not lirnited to the following: I l. Sheet and sealant material to provide continuous air barrier outside ofexterior wall t sheathing. . I.O2 RETATED SECTIONS I A. Section 04400 - Stone Veneer. I B. Section 07461 - Wood Siding. r C. Section 07900 - Joint Sealers. I D. Section 082 t2 - Stile and Rail Wood Doors: Wall openings. I E. Section 08610 - Clad Wood Windows and Doors: Wall openings. I F. Section 09220 - Portland Cement Plaster. I .G. Section 09260 - Gypsum Board Assemblies. I r.o3 sYsrEM DEscRIprIoN I . A. Materials of this Section shall provide continuity of building enclosure water, vapor and air I barrier: l. To seal gaps between building enclosure components, and wall and roofopening frames. I 2. To seal gaps betrveen air barrier integral to other systems. I.O4 PERFORMANCEREQINREMENTS I A. Resist air leakage caused by static air pressure across exterior wall assemblies to integrity of building enclosure systenls; to maximum aL leakage of 0.05 when subject to pressure difference of I 1.5 lb/sq ft as measured in accordance to ASTM E283. I I.O4 SUBMIT'TALS I A. Submit under provisions of Section 01300. I . B. Product Data: Provide data indicating material characteristics, performance criteria, and limiations. r C. Manufacturer's Installation Instructions: lndicate preparation and installation requirements, techniques. I t.05 SEQUENCTNG I A. Coordinate Work under the provisions of Section 01040. I Air and Vapor Barrier 07270 - | Gore Creek Residences - Residential Vail. Colorado 03 January 2005 I. I I I B. c. Sequence Work to permit installation of materials in conjunction with other retardant materials and seals. Do not install air barrier until items penetrating it are in place. PART2 PRODUCTS 2.OI SHEETMATERIALS A. Building Paper: ASTM D226; No.30 asphalt-sannated organic fell B. Dupont Tyvelg House Wrap. C. Substitutions: Under provisions ofSection 01630. 2.02 SEAI-ANTS A. Polyurethane Sealant T)?e B sealant specified in Section 07900 and/or as recommended by air barrier Manufacturers. 2.03 ACCESSORIES A. Adhesive: As recomnended by air barrier Manufacturer. B. Tape: As recommended by air barrier Manufacturer for the specific use. PART3 EXECUTION 3,OI EXAMINATION A. Verify condition ofsubsnate and adjacent materials under provisions ofSection 01040. B. Verify that surfaces and conditions are ready to accept the Work. 3.02 PREPARATION A. Remove loose or foreign matter which might impair adhesion. B. Clean and prime substrate surfaces to receive adhesive and sealants in accordance with manu fac hrrer's insfructions. 3.03 INSTALI,.ATION A. Install sheet materials in accordance widr Manufacturer's instructions. B. Install sealant in accordance with Manufacturer's instsuctions. C. Secure air barrier to substrates as required with adhesive or as per Manufacturer recommendations. Position lap seal over firm bearing. Apply sealant to lap joints for complete air barrier. D- Apply sealant within recommended application ternperahrre ranges. Consult Manufacturer wh€n sealant carurot be applied within these temperature ranges. Gore Creek Residences - Residential Vail, Colorado 03 January 2005 I t I I I I I I I I I I I I I I Air and Vapor Barrier 07270 - 2 I I 3.04 PRorEcrroNoFFrMsHEDwoRK A. Protect finished Work under provisions of Section 01500. I B. Do not permit adjacent work to damage Work of this Section. ENDOFSOCTION I - Air and Vepor Barrier 07270 - 3 Gore Creek Residences - Residentiel r Vail, Colorado 03 January 2005 I I -SECTION O7 T3 I ROOF SIIAKES I PARTI GENERAL I.OI SECflON TNCLI.JDES Tr A. The Work includes, but is not limited to the following: I :: lffi::,ff;, 3. Associated sheet metal flashing and trim. I Snow cleats and fences. r l.o2 REI-A,TED sEcfloNs I A. SectionO6l00-RoughCarpentry. I B. Section 07620 - Sheet Meal Flashing ard Trim. I 1.03 REFERENCES t A. ASTM 8370 - Copper Sheet and Srip for Building Constmction. I B. NRCA (National Roofing Contractors Association) - Roofing Manual. I C. SMACNA - Architectural Sheet Metal Manual.t D. UL 580 - Tests for Wind Uplift Resistance of Roof Assemblies- I E. Deleted- F. RCSHSB (Red Cedar Shingles and Hardsplit Shakes Bureau) - Grading Rules for Red Cedar I Shingles and Handsplit Shakes I.M SUBMITTALS I A. Submit under provisions of Section 0 1300. B. Shop Drawings: Indicate pattenl rreal flashings, joint locations, fastening locations ard installation I details. C. Product Data: I l. Roof Shakes: Provide data indicating material characteristics, performance criteria and limitations, properties, confgurationg special shapes and securement methods. I 2. Snow Cleat and Fence: Provide tecbnical properties on snow load, configurations, special I shapes and securernent methods. D. Samples: I t mi,:iffi Submit three samples in actual size, illustrating tull color range, surface I 2. Snow Cleats and Fence: Submit three partial samples ofeach tlpe in actual size, r Roof Shakes 07313 - I Gore Creek Residences - Residential Vail, Colorado I 03January2005 I including end and mid brackets. E. Maoufachrer's Installation Instructions: Indicate installation techniques. F. Manufacturer's Certificate: Certifu that products meet or exceed specified requirements. QUALITY ASSTJRANCE A. Perform flashing Work in accordance with RCSHSB instructions, SMACNA Architectural Sheet Metal Manual, and specified Manufacturer's Installation and Specifications Manual. B. Maintain one copy of each document on site. QUALIFICANONS A. Manufacturer: Company specializing in manufacturing the products specified in this Section with minimum five yean documented experience. B. Installer: Company specializing in performing the Work of this Section with minimum five years documented experience and approved by Manufacturer. REGUI-ATORY REQUIREMENTS A. Conform to all applicable Codes and uL 580 for wind uplift. MOCKIJP A. Provide mockup under provisions ofSection 01400. B. Provide nrockup of8 feet x I feet, including eave protection, underlaymeng shake and associated flashings, and snow brackets ard fence. C. Locate where directed by Architect. D. Approved moehup may remain os part of |lorh PRE-INSTALI-.ATION CONFERENCE A. Convene three weeks prior to commencing work of this Sectio4 under provisioru of Section 01040. DEIIVERY, STORAGE, AND HANDLING A, Deliver, store, protect and handle products to site under provisiom of Section 01600. B. Accept tile on site in original packaging; inspect for darnage. ENVIRONEMENIAL REQUIREMENTS A. Do not install eave edge protection or bitumen sheet products when arnbient air or wind chill temp€ranues are below 45 degrees F, SEQUENCING A. Coordinate under provisions of Section 01O40. Gore Creek Residences - Residential Vait Colorado 03 January 2lX)5 I I I r.05 r.06 1.07 1.08 1.09 r.l0 l.t I t.t2 I I I I I t t t I I I t I I I I Roof Shakes 073t3 -2 B. c. D. B, I I I I I I I t I t I t I t I I I I I B. Coordinate Work with installation of devices that penetrate roofl C. Coordinate Work with installation of flashing componenb, snow cleats and fences I.I3 WARRANTY A. Provide 20-year material and installation warranty urder provisions ofSection 017fi). B. Wan'anty: Cover damage to building and contenB resulting from failure to resist penetsation of wat€r. PART2 PRODUCTS 2.OI SIIAKES Manufacturers: l. Watkins, or approved equal. Cedar Shakes: RSCHSB; sized and graded; No. I taper split, 24 inches long, heavy gage,' Class B. Hips and Ridge Caps: Field fabricated, flush multiple ply, units to match shakes. Veri$ stain color with Architect prior to installation. SHEETMATERIAIS Underlaymenr Self-adhering polyethylene elastomeric sbeet membrane bonded with rubberized asphalt, with strippable treated release sheet. l. Thiclness: ASTM D3767, Method A; 40 mil. 2. Tensile Strength: ASTM D4l2;250psi. 3. Elongation: ASTM D412,250%.4. Low Temperature Flexibility: ASTM D1970; unaffected at -20 degree F. 5. AdhesionoPlywood: ASTMD903;3-lb/inwidth. 6. Permeance (max): 0.05 perms. 2.03 FI^A,SHING MATERIALS Sheet Metal Flashing: As specified in Section 07620; as shown in Drawings, or as required by Manufacturer. ACCESSORIES Cold-Applied Waterproofing Membrane: Bituthene as manufrctured by Grace Construction Prcducts. Nails: Standard round wire shingle type hot dipped zinc coated sleel t)?€, of sufficient length to penetsate through roofsheathing no staples. Plastic Cement ASTM D2822; ASTM D1586; asphalt tlpe with mineral fiber components, free oftoxic solvents, capable ofsetting within 24 hours at tempefiltures of75 degrees F and 50% RH. Gore Creek Residences - Residential Vail, Colorrdo 03 Januarv 2lD5 RoofShakes 07313 - 3 D. E. Lap Cement: Fibrated cutback asphalt type, recommended for use in application of underlayment, fiee of toxic solvents Snow Cleats: t.Copper; #21 crstomized to provide 2 inch of exposure above roof tile as manufrctured by Alpine Snow Guards. a) Spacing as recommended by cleat manufacturer to suit condition, unless otherwise shown on Drawings. Substitutions: Under provisions of Section 01630. F.Snow Ferrce: Pre-engineered system consisls of four rails on 4 inch on center spacing mounted to customized brackets for mounting to roof stuctur€, similar to D4 as manuhctured by TRA Snow Brackets, Inc. a. Components: l) Mounting Bracket Custom bracket for mounting to roofstructure. 2) Tubing Rails: Galvanized steel; one (l) inch diameter, painted to makh weathered copper. 3) Couplings: As per Manuhchrer's recommendation for the condition. 4) End Caps and Collars: As per Manufictuer's recommendation for the condition Substitutions: Under provisions of Section 01630. I I I t I I I I t I I I I I I I I I I 2. PART3 EXECUTION 3,OI EXAMINATION A. B. c. D. Verifu deck substate under provisions ofSection 01040. Veri$ that roofpenet?tions are in place and flashed to deck surface. Verifr roof openings are correctly framed prior to insulling Work of ttris Section. Verify deck surhces are dry, unfrozeq fee ofridges, warps or voids. 3.03 3.02 PREPARATION A. Broom clean deck surfaces. B. Seal joints in roofdec\ roofdecks to wall transitions and devices proFuding througb roofwith cold- applied watsrproofing membrane in accordance with Manufacturer's recommendation ard for minimum of one (l) inch in each direction. INSTALLATION . IJNDERI-A,YMENT A. General: I Place one ply of roof waterproofing underlayment over entire roof area, with ends and edges weather lapped minimum 6 inches. Stagger end laps ofeach consecutive layers. Nail in place. Install protective roof waterproofing underlayment perpendicular to slope ofroof. Weather lap and seal watertight with plastic cement items projecting through or rnounted Gore Creek Residences - Residentlal Vail, Colorado 03 Januarv 2005 2. J. Roof Shakes 073t3 - 4 I B. B, D. E. D. G. I I I I I t t I t T T I I I I I on roof,'4. Extend waterproofing membrane up adjoining walls above top of roof a minimum of 36 inches, unless Drawings show otherwise. Eave Protection: l. Apply additional leyer of underlayment sheel eave protection in accordance with manufachnrer's instructions down to the face offascia a minirnum of6 inches. 2. Place eave edge and gable edge metal flashings tight with fascia boards. Weather lap joints 3 inches and seal with plastic cement. Secure flange with nails spaced 6 inches on center, 3. Starting from lower edge of starter strip, lay additional 36 inch wide strips of underlayrnent in lap cement, to produce a two ply membrane. Weather lap plies minimum 18 inches and nail in place. Lap ends minimum 6 inches. Stagger end joints of each consecutive ply. Apply lap cement at rate of approxim ately l-ll4 gal per 100 sq. ft. over underlayment starter strip- Extend eave protection membrane minimum 4 feet up-slope beyond interior face of exterior wall. Valley, Ridge and Hip Protection: l. Place one ply of roof waterproofing underlayment, minimum 36 inches wide, centered over valleys, ridge and hip. Weather lap joints minimum 4 inches. Nail in place minimum l8 inches on center, one ( l) inch from edges. 2. Place one layer of sheet metal flashing, minimum 24 inches wide, centered over open valleys and crimped to guide water. Wealher lap joints minimum 2 inches. Nail in place minimum 18 inches on center, one (l) inch from edges. 3.04 INSTALLATION - SHAKES 4. .)- c. Install shakes in accordance with Manufacturer's instructions. Lay shakes and integral interleaved protective underlayment in accordance with RCSHSB requirements to produce sbaight coursing pattern with 7-ll2 inch weather exposure to produce a triple &ickness over roofarea. Project first course ofshingles one inch beyond face of fascia boards. Place shakes square with building lines and parallel with roofslope. Place filler and closure pieces a s required. Coordinate installation of roof mounted components or work projecting through roof with weather tight placement of counter flashings. Irxtall snow cleats as per snow fence manufacturer's instructions. Coordinate installation of roof mounted components or Work projecting through roof with weather tight placement of counter fl ashings. Complete installation to provide weather tight service. 3.05 INSTALLATION - SNOW CLEATS AND FENCES A, B. A. Roof ShakesI I Install snow fences to brackets as per snow fence Manufacturer's inslructions. Gore Creek Residences - Residential Vail Colorado 03 January 2005 073t3 - 5 3.06 PROTECTION OF FIMSHED WORK A. Under provisions of Section 017010. B. Do not permit traffic over finished rcof surface. EI{DOTSECTION Gore Creek Residences - Residortial Vail, Colorado 03 January 2lXl5 Roof Shakes O73r3-6 I I sEcrIoN 0?451I WOODSIDING ! PARTI CENERAL I t.0l sEcTloN INCLUDES I A. The Work includes, but is not limited to the following: I l. Vertical siding with profiles and sizes as shown on Drawings. I 2. Related trim, flashings, accessories, and fastenings. - t.02 RELATED SECTIONS t A. Section06l0O-RoughCarpentry. |. B. Section 06200 - Finish Carpentry: Exterior wood trim at windows and doors, and building t cofnefs. i C. Section 07900 - Joint Sealers: Sealant at perimeter openings and dissimilar materials. Ir D. Section 09260 - Cypsum Board Systems: Exterior Sheathing. I E. Section 09900 - Painting: Prime and finish painti"g. Stain and seal finish. Back prime siding. I I.O3 REFERENCES I A. ALSC (American Lumber Standards Committee) - Softwood Lumber Standards.lr B. APA - American Plvwood Association, I C. ASTM D226 - Asphalt-Saturated Organic Roofing Felt. I AWPA (American Wood Presewers Association). ! E. WCUB (West Coast Lumber Inspection Bureau) - Standard Grading Rules for West Coast I F. WWPA (Westem Wood Products Association). - 1.04 SI/BMITIALS r A. Submit under provisions ofSection 01300. I B. Product Data: Provide data indicating rnaterials, component profiles, fastening methods, jointing I' details, sizes, surface texture, finishes, and accessories. I C. Samples: Submit three actual samples 18 long illustsating surface texture and color. I I.O5 QUALITYASSI,JRANCE I A. Grade materials in accordance with the following: I l. Lumber Grading: Certified by WCLIB. I Plywood Grading: Certified by APA. Wood Siding 07461 - | Gore Creek Residences - Residential Vail, Colorado 03 January 2005I B. Maintain one copy of each document on site. I.06 DELIVERY,STORACE,ANDPROTECTION A. Deliver, store, protect and handle Products to site under provisions of Section 0l 600. B. Store in ventilated areas with constant minimum temperature of 60 degrees F and maxinum relative humidity of 40%. C. Store siding for a minimum period of 14 days to allow Products to acclimate before finishing and installation. PART2 PRODUCTS 2.OI SIDING MATERIALS A. TlAe: Westem rd cedar # 2 and better, select tight knot (kiln dried). 2,02 ACCESSORIES A. Nails: Corrosion resistant tjpe; non-staining, of size and strength to securely and rigidly retain fie work' B. Water Repellant Coating: C. Fire Retardant: Chernco, or approved equal. Provide documentation as required by building departnent to verifo application process. 2.03 FINISH A. Pre-finish Color: Hand dipped in tinted wood preservative,/sealer; color as selected. 2.04 WOODTREATMENT A. Wood Preservative: AWPA Treaunent C2 using water bome preservative with .50 percent retainage. PART3 EXECUTION 3,OI EXAMINATION A. Verifu substrate conditions under provisions ofSection 01400. B. Verifu that subsuate surfaces, wall openings, and framing are ready to receive work. 3.02 PREPARATION - SITETREATMEI{T OFWOODMATERIAIf A. Apply preservative treabnent in accordance with manufachrreps instructions. B. Verifu materials do not exceed the specified percent moisnrre content before applying wood preservative treatrnent. Gore Creek Residences - Residential Vail, Colorado 03 January 2005 I I I T I I I , I ) I I I I I I I I I Wood Siding ' 07461-2 I t C- Treat site-sawn ends. Allow preservative to cure prior to erecting materials.I D. Apply fire retardant spray prior to installation ofsiding - apply to all sides ofsiding.r I 3.O4 TNSTALLATTON i A. Install siding in accordance wi& manufacturer's instructions. I B. Fasten siding with nails 16 inches on center. Use two nails per row of siding. Nails shall align and be hidden- I c. Miter horizontal joints tight at 45 degrees. Miter extemal and cope internal comers. 82. D- Position cul ends over bearing surfaces. Sand cut edges smooth and clean. I E. Install comer strips, closures, trim and battens. I F. Insall metal flashings at intemal and extemal comers, sills, head of wall openings, and base if I frame wall. I ENDoF'sEcrIoN f, 3 I t T t I I I I I wood siding I 07461 -3 Gore Creek Residences - Residential Vail, Colorado 03 January 2fi)5 I 5 t srcrloNoTsll I spRAy AppLIED FoUNDATtoN wALLwATERPRooFING r I PARTI GENERAL I,OO RIIATEDDOCUMENTSl,f A. Drawings and general provisions ofthe Contract apply to work ofthis section. - B. Work specification elsewhere: I I. 07 520 -Hot-Applied Waterproofing Membrane for Terraces 2. 07900 - Sealants and Caulking I r.ol DEScRrPrroN - A. Work Included: Work consists of furnishing all labor, materials and equipment n€cessary to I effectively install a protected, insulated membrane s)6tem to all subgrade vertical walls at buildings, as shown on the drawings, including, but not necessarily limited to, the following: I l. Vertical foundation wall waterproofing membrane system for concrete walls. f 2. Vertical drainage system. t 1.02 ouALrrYcoNTRoL I A. Requirements of Regulatory Agencies: The Work under this section shall be subject to all applicable provisions ofthe state and local building and safety codes.I t B. Qualifications: t I ;ffif i"*"ill!"r!iilXl*;Ti,illX",",iiliHl '"1?HTJ:T:,fi;.fd#**: t material(s), and is currently an approved applicator for the specific material manufacture(s). I C. Manufachire/s Products: Obtain materials from only one manufacturer. D. Underwriters l,aboratories (lJL) Listed Products: Provide materials which bave been tested and D listed by UL, and bear UL label on each package, or are shipped to the project with a UL a certification ofcompliance. I E. Fire and Insurance Ratings: Comply with ratings as required by governing authorities and codes. t l.o3 suBMrrrArs tr A. Required prior to the commencement of work in triplicate:I L Manufacturefs literature, Material Safety Data Sheets and application itrsfuctions. I B. Required after the completion of work: I l. Copy of membrane manufacnrer's guamntee. I.O4 PRODUCT DELIVERY AND STORAGE I Spray-Applied tr'oundation 07511 - I Gore Creek Residences - Residentialr Wall Waterproofing Vail, Colorado 03 January 2005II Delivery of Materials: Deliver material to job site in sealed, undamaged containen. Identi$ each container with material name, date of manufrcturer, and lot number. Keep all materials dry while they are transporte4 stored and installed. Do not allow materials to be exposed to hsat sources or any moisture anywhere, at any time, during transportation, storage, handling and installation. Reject and remove from the site any new materials which exhibit evidence of moisture during application, or have been exposed to moisture. Store all materids on raised platforms with weatber protective coverings. The manufacturet's standard packagrng and covering jg1 considered adequate weather protection. Tarpaulins are required for protection of all materials. MATERIAL STORAGE PROCEDURES WILL BE CONSTANTLY MOMTORED AND STRICTLY EMORCED. D. Store all adhesives at temperahres between 60P F and 80o F. If exposed to lower temperatues, restore materials to 60"F minimum temperature before using. JOBCONDITIONS A. All dimerxions and details shall be verified by Contractor prior to bidding and acquisition or installation of materials. Contractor shall notiS the Engineer of any condition found to be different than that indicated in the Contract Documents. Engineer shall review tbe situation and inform Contractor of necessary changes, ifany. B. lnstall materials in strict accordance with all safety and weather conditions required by manufacturer, product literature, Material Safety Data Sheets, or of local, stat€, and federal rules and regulations. Observe all fire, safety and pollution regulations of goveming authorities. Application of the membrane sball not contmence nor proceed during inclement weather. All surfaccs to receive the membrane shall be free ofwater, dew, frost, snow or ice. Application of membrane shall not commence nor proceed when the ambient temperature is below 2OP F. Preparation and application of rnembrane must be conducted in well-ventilated areas. Over its service life, do not expose membrane or accessories to a constant temperature in excess of l8f F. (i.e., hot pipes and vents or direct steam venting, etc.). Adhesives contain petroleum distillates and are extremely flammable. Do not breathe pors or use near an open fue. Do not use in confined areas without adequate ventilation, Consult container or packaging labels and Material Safety Data Sheets (MSDS) for specific safety information. Do not allow waste products (petroleum, grease, oil, solvents, vegetable or mineral oil, animal fat, etc.) to come in contact with the membrane system. Any exposures to foreigr materials or chemical discharges must be presented to the manufacturer for waluation to determine any impact on the membrane assembly performance. In fie event of discrepancies within the Drawings, within the Specifications, or between the Drawings and Specification, the more stringent of the t',ro items shown or described shall be considered to be shown or specified at atl locations where the discrepancies occur. The Engineer shall be notified ofsuch discrepancies. 1.06 woRK SEQUENCE I t I I A. B. c. ,l I I l.o5 I c. D. E, F. G. I I T I I t I H. Spray-Applied Foundatkrn Wall Waterproofing Gore Creek Residences - Resideniial Vail, Colorado 03 January 2005 t I 07stt - 2 I t I A. Do not install materials when rain is imminent. B. Installation of the new membrane system shall be coordinated with removal operations specified in other sections. PART2 PRODUCTSIr 2.or MANT.JFACTURER A. The components of this waterproofing assembly are to be products of Carlisle Coating and WateryroofinB Company. 2.O2 MEMBRANEr !| A. Membrane shall be spray applied, asphalt membrane Barricoat-S (reinforced) as fumished by Carlisle Coating and Waterproofing Company. A,I 2.03 REI.ATEDMATERIALSn A. Vertical drainage composite shall be Miradrain 9000 by MIRAII Company. B. Sheet membrane waterproofing/flashing shall be by Bituthene by W. R. Grace Products or approved equal. C. Liquid membrane shall be LM3000 by W.R. Grace Products or approved equal. t t I PART3 EXECUTTON I 3.ol suPPoRTrNc DECK cRrrEzuA t 3.o2 sr.JRFAcE PREPARATIoNt I I I ! I A. A proper substate shall be provided to receive the membrane system. Tht contractor shall not proceed with the installation until all defects in the substrate have been corrected and approved by the rmnufrcturer's rqrresentative and the Architect. B. Concrete surfaces and hansitions from one surface plane to another (irside and outside comers) must be cleanly forrred, free ofbroken edges and excess concrete, I A. Before commencing work, examine all areas to ensure that work done by other trades (if any) is complete and ready to receive membrane. The contractor shall report in writing to the Architect any conditions which will adversely affect the membrane system installation and/or performance. Do not proceed with the membrane installation rmtil these conditions have been corrected and approved by the Architect. l. Substrate defects (i.e., voids, form tie holes, honeycombing, cracks, etc.) must be properly patched using Kamak "AR Elastomeric Trowel Grade" mastic or other Engineer acceptable material prior to the application of lhe membrane. Material to be compatible with specified waterproo fing membrane. 2. Remove all concrcte fins and projections, concrete splatter and any other irregularities which would prevent the monolithic, continuous application of the membrane. 3. The substrate must be CLEAN free of unapproved liquid membrane curing compounds, form release agents, oil, grease, laitance, dirt and all other loose and/or foreign material.4. The substrate must be DRY, fiee of water, dew, fiost, snow, ice, etc. I iilfi'#"Hx,fffi;o*" I 07511 - 3 Gore Creek Residences - Residential Vail, Colorado 03 January 2005 I I I T 3.03 5. Thoroughly brush the substrate which is to receive the membrane. 6. The Substrate must also be blown clean using an air compressor to remove any remaining loose debris. 7 . No surface priming is necessary. 8. Membrane can be applied as soon as forms are removed, and the concrete has cured. MEMBRANE APPLICATION A. Membrane application (concrete surfrces): l.Apply the membrane to the substrate using a hand-held sprayer evenly ai 60 mils dry film thickness (approximately 20 sq ft per gal), providing continuous coverage of the embedded reinforcement sheet and all concrete surfaces. Extend membrane down walls from finished grade line to top of footing and extend over tip of footing. Membrane should not be exposed to sunlight for more than 15 days. Detailing: All detailing, flashings and terminations shall be done in accordance with the drawings. l. Cracks: a. Rout crack to l/4 in. width x l/2 in. depth b. Seal the routed crack with a urethane sealant. c. Install 30 wet mills exterding 3 in. to either side of crack d. Embed fiber mesh in mernbrane and allow 24 hour cure. e. Install typical reinforced system. 2. Exparsion Joints:a. Refer to details. 3. Comers and Trarsitions: a. Install 30 wet mils. b. Embed reinforcement 6 inch wide and allow to cure. c. Irutall typical reinforced system. d. See details for additional requirements at terminations of membrane. 4. Metal Penetrations (Prpe, Vent, etc.) a. Assure any voids around tbe penehtion are sealed with a non-shrinking hydraulic grout. b. Install 30 wet mils Barricoat-R membrane extending 6 in. around and 3 in. onto penetration. Embed fabric reinforcement and allow 24 hour cure. c. Install typical reinforced systern. 3.04 PROTECTION/DRAINAGE/INSTJLATIONBOARD INSTALLATION Apply insulation and drainage mat vertically using spot areas of DrainGrip Adhesive to hold composite in place. Composite must extend down to the foundation footing and connect through gravel or cbannels to a positive drain system. 3.05 CLEANTJP Remove fash, debris, and equipment from job site. Repair damage and remove stains caused by the Work END OF SECTION 075t1 - 4 2. J.I t I I T I I I I l I I I I B, B. A. B. Spray-Applied tr'oundation WalI Waterprooling Gore Creek Residences - Residential Vail, Colorado 03 Januarv 2fl)5 I r sEcrloNozs2o I HOT.APPLIED WATERPROOFINGMEMBRANE FORTERRACES II PARTI GENERALI I.OI RELATEDDOCI]MENTSa I A. Drawings and general provisions ofthe Conbact apply to this Section. ;1 B. Work specification elsewhere: I l. 075 I I - Spray-Applied Foundation Wall Waterproofing I 07900 - Sealants and Caulking !. 1.02 SUMMARY I A. This Sectioo included the following: |' l surface preparation and substrate trea0[ent. .l 2. Reinforced waterproofing membrane with integral protection course. 3. Flashings and reinforcement sheet.t 4. Subsurface drainaee svsrem. f. Edge drain screenf I r.02 PERFORMANCE REQT.JTREMENTS r A. Provide waterproofing that prevents the passage of liquid water under hydrostatic pressure and I complies with phpical requiremurts of CANiCGSB-37.50, "Hot Applied, Rubberized Asphalt forll Roofing and Waterproofing," as demonstrated by testing performed by an independent testing agency of manuficturer's current waterproofing formulations.I I 1.03 SYSTEMDESCRTPTTON I A. Furnish and install a completed waterproofrng assembly including surface conditioner, a I monolithic, fabric reinforced rubberized asphalt membrane, integral protection course, flashings, and drainage system. I r.o4 srJBMrrrAIs ta A. General: Submit each item in this Article accordins to the Conditions of the Contract and Specifi cation Sections. It B. Product Dat4 Material SaGty Data Sheets, manufactu€r's printed instructions for evaluating, ta preparing, and reating the substrate, technical data, and tested physical and performance I ProPerties' C. Shop Drawings showing locations and extent ofwaterproofing, including details for substrate joinr and cracks, sheet flashings, penetrations, and other termination conditions. t D. 6-by6-inch samples ofwaterproofing material and accessories. I E. Installer certificates signed by manufacturer certifuing that Installers comply with requirements I under the "Quality Assurance" Article. I Hot-Fluid Applied Waterprooling 07520 - f Gore Creeh Residences - Residential . . Membrane for Terreces Veil, Colorado 03 January 2005 I F. Certification from an approved independent testing laboratory experienced in testing this type of material, that the malerial meets the CGSB 37-GP-50M standard for rubberized asphalt membranes, including applicable ASTM procedures. G. Certification showing full tinre quality control of production facilities and that each batch of material is tested to insure conformance with the manufacturer's published physical properties, H. Certification showing tlnt all waterpmofing components are being supplied by a single-source membrane manufacfurer, I. Sample copies of Crntracto/s Warranty. J. Sample copies of Manufacturefs Warranty. K. Copies of completed Manufacturet's Waranty application. I.O5 QUAIJTYASSTJRANCE A. Membrane Installer Qualifications: Installer must be certified in writing by waterproofing manufacturer as qualified to install manufacturer's waterproofng. B. Membrane Installer Qualifications: Company specializing in performing the work of this Section with a minimum five (5) years documented experience with the proposed manufachrrer. Applicator must submit with bid five (5) completed projects of equal magnitude to ttris tlpe and size with their proposed manufacturer and certify in writing from that manufacturer of tle satisfactory completion. Foreman for waterproofmg applicator must have installed the proposed manuhcturer's membrane for a period of three (3) years on projects of this tlpe and size. C. Membrane Manufacturer Qualifications: Company experierrced in manufacturing hot fluid-applied rvaterproofing that meets the stated requirements and that has a record ofsuccessfirl in-service performance. D. Membrane Manufacturer shall have available an in-house tecbnical staffto assist the conbactor, when necessary, in application of the products and final inspection of the assembly. E. Membrane Manufacturer shall: l. Show evidence that their hot fluid rubberized asphalt has been manufachred by the sarne source for fifteen (15) years and successfully insalled on a yearly basis for a minimum of fifteen (15) years on projects of similar scope and complexity. 2. Must not issue warranties for terms longer than they have been manufacturing their hot fluid rubberized asphalt rnembrane. F. Single-Source Responsibiliqr Obtain waterproofing materials from a single manufacturer regularly engaged in rnanufacnring waterproofing. G. Field Samples: Apply wateryroofing field sample to 100 sq. ft. (9.3 sq. m) of deck to demonstrate surface preparation, joint and crack treatrnent, thickness, and standard ofworkmanship. l. Notiff Architect one week in advance of the dates and times when field sample will be prepared. 2. When Architect detemines that field sample does not meet requirements, reapply waterproofing until field sample is approved. 3. Retain and maintain approved field sample during construction in an undisturbed condition as a standard forjudging the completed waterproofing. An undamaged field sample may become part of the completed Work Hot-Fluid Applied Waterproofing Membrane for Terraces Gore Creck Residences - Residential Vail, Colorado 03 January 2005 I I I I I t I I t l I t I T t t I t I 07520 - 2 B. c. B. c. 1.06 I I I I I I I t I I l I l, H. Preconstruction Meeting: Conduct meeting at Project site. l. Before installing wzterproofing, meet with Owner, Architect, consultants, and waterproofi ng manufacturer. 2. Review requirements for waterproofing, including surface preparation specified under other Sections, substrate condition and pretreatnent, minimum curing period (if applicable), forecasted weather conditions, special details, installation procedures, inspectio4 and protection and repairs. 3. Notift participants at least 3 working days before conference. DELryERY, STORAGE, AND IIANDLING Deliver materials to Project site in original containers with seals unbroken, Iabeled with manufacturer's name, product brand name and t'?e, date ofmanufacture, and directions for storing and mixing with other components. Store materials in their original undamaged containers in a cleaq dry, protected location and within the tempemture range required waterproofing manufrcturer. Protect stored materials from direct sunlight. Store all materials on raised platforms with weather protective coverings. The manufacturer's standard packaging and covering is not considered adequate weather protection. Tarpaulins are required for protection of all materials. MATERIAL STORAGE PROCEDLJRES WILL BE CONSTANTLY MOMTORED AND STRICTLY ENFORCED. Materials stored on plazas shall be limited to the safe loading of installed materials, decking and structural framing. Store all adhesives at temperatures between 60oF. and 80oF. Ifexposed to lower temperatures, restore materials to 60"F. minimum temperature before using. D. E, I I I I I I D E, Hot-Fluid Applied Waterproofing Membrane for Terraces t.o7 PROJECT CONDITIONS F. G. Application of membrane shall not commerrce nor proceed when the ambient temperature is below 0 degrees F (-17.7 degrees C). Preparation and application of membrane must be conducted in well ventilated areas. Over its service life, do not expose membrane or accessories to a constant temperature in excess of 180 degrees F (82 degrees C), (i.e. hot pipes and vents or direct steam venting, etc.). Adhesives contain petroleum distillates and are extsemely flammable. Do not breathe vapors or use near an open fue. Do not use in confined areas without adequate ventilation. Consult container or packaging labels and Material Safety Data Shees (MSDS) for specific safety information. Do not allow waste products fuetroleum, grease, oil, solvents, vegetable or mineral oil, animal fat, etc.) to come in contact with the uaterproofing membrane. Any exposure to foreign materials or chemical discharges must be presented to membrane manufacturer for evaluation to determine any impact on the waterproofing rnembrane assernbly performance. Concrete Deck Surface Condition. Consult waterproofing manufacturer to acceptable surface condition. Deck Preparation. Refer to Section 3.02 Preparation. Gore Creek Residences - Residential Vail, Colorado 03 Januarv 2005 07520 - 3 r.08 H. General Contractor sball assure adequate protection during installation ofthe waterproofing assembly. CONCRETE SI.JBSTRATE A. Strengtlr/density: minimum 2,500 psi compressive strength (17,235 kPa) minimum I 15 pcf ( 1842 kg/nr3) density (ifapplicable). Finisb: Wood-float or wood-Soweled finish. Steel troweled is not desirable (if applicable). Concrete Hydration: l. Method of Cure: Water cure, wet coverings, paper sheets, plastic sbeets or approved liquid curing compound (sodium silicate preferred). C.ontact membrane manufacturer for other alternatives, 2. Duration ofCure/Dry: a. Structural Weigbt Concrete: recommend 28 days, minimum 14 days, prior to application of thc membrane . b. Lightweight Structural Concrete: recommcnd 60 days, rninimum 28 days, prior to application ofmembrane. Venting of the deck fomr the undenide is recommended to facilitate drying. D. Concrete curbs, expansion joints, and transitions must be cleanly formed, free ofbroken edges and excess concrele. WARRANTY A. Warranty: Submit a wrinen warranty signed by waterproofing manufacturer agreeing to repair or replace waterproofing that does not meet rcquirements or that does not retDain watertight witbin the specified warranty period. l. Provide ten (10) year warranty. 2. Hairline cracking ofconcrete due to temperature change or shrinkage is not considered a structural failure. 3. Applicator shall include guarantee for a period oftwo (2) faars in conjurrction with the Manufacnuer, PART2 PRODUCTS 2.OI MANTJFACTIJRER A. Products: l Manufrctu€r must comply with iterns listed in 1.05. 2. Manufacnrer must comply with all properties listed in 2.02. 3. Accepable products are as follow: a. Fluid-applied rubberized asphaltic membrane MM6l25 by American Hydr,otech, Inc.- b. Reinforced hot-applied, liquid membrane system CCW500-R by Carlisle Coatings and Waterproofing, Inc. 2.O2 MEMBRANE A. Single-component, 100 percent solids, hot-applied rubberized asphalt. I I I I I t I I I I t I I I I t I I I B. c. Ll0 Hot-Fluid Applied Waterprooling Membrane for Terraces Gore Creek Residences - Residential Vail, Colorado 03 January 2005 07520 - 4 I I 2.03 REI-ATED MATERIALS I A. Primer: ASTM D 41, asphaltic primer. t B. Sheet Flashing: 6O mil (I.3-mm-) minimum, nonstaining, uncured sheet neoprene with manufacturer's recornmended contact adhesives and predrilled metal termination bars and anchors, r complying with the following:r l. Tensile Strength: 1400 psi (9.6 MPa) minimuq ASTM D 412, Die C. j 2- Elongption: 300 percent minimum; ASTM D 412. I 3. Tear Resistance: 125 psi (860 kPa) minimum; ASTM D 624,Die C. 4. Brittleness: Does not break at minus 30 deg F (minus 34 deg C); ASTM D 2 137' I C. Sealants and Accessories: Waterproofing manufacturer's recomrnended sealants and accessories. I D. Elastomeric Reinforcing Sheet: 60 mil (1.3 mrn) minimum, nonstaining, uncured sheet neoprene with manufacturer's recommended contact adhesives. l. Tensile Strength: 1400 psi (9.6 MPa) minimum; ASTM D 412, Die C. - 2. Elongation: 300 percent minimum; ASTM D 412. 3. Tear Resistance: 125 psi (860 kPa) rninimum; ASTM D 624, Die C.fl 4. Brittleness: Does not break at minus 30 deg F (minus 34 deg C); ASTM D 2137. I E. Membrane Reinforcing Fabric: Manufacturer's recommended spunbonded nylon or polyester I fabric. - F. Integral Protection Course: Semirigid sheets of fiberglass or mineral reinforced-asphaltic liners I and as follows: l. Thiclcress: l/16 inch. nominal. I G. Protection Board: Semirigid sheets of fiberglass or mineral reinforced-asphaltic core, pressure laminated between 2 asphalt-sanrated fibrous liners and as follows: I l. Thickness: l/4 inch, nominal.t 2. 2 inch thick rigid insulation at planter walls. I H. Drainage mat: I l. Hy&odrain 300 composite by American Hydrotech, Inc. 2. Mira Drain 9900 composite by Mirafi Moisture Protection- I a. Geotextile: Woven geotextile fabric of pollpropylene or polyester fibers, or combination ofboth. 1 I. Drain screen: Shall be extruded aluminum Drip Screed by Fry Reglet Architechrral Metals, Inc. I r PART3 EXECUTION r. 3.OI EXAMINANON I A. Examine substrates, areas, and conditions under which waterproofrng will be applied, with Installer I present, for compliance with requirements. Do no proceed with insallation wrtil unsatisfactory conditions have been corrected. I Hot-Fluid Applied Waterproofing 07520 - 5 Gore Creek Residences - Residential Membrane for Terraces vail, colorado I 03January2005 I l. Do not proceed with installation until after the minimum concrete curing period reconimended by waterproofing manufacturer. 2. Verifu substrate is visibly dry, free of moisture and clean. Test for capillary moisture by the plastic sheet method according to ASTM D 4263. 3. Notifo Architect in writing ofanticipated problems using waterproofing over substate. 3.O2 PREPARATION A. Clean and prepare substrate according to manufacturer's recomrnendations. Provide clean, dust- free, dry substrate for waterproofing application. B. Mask olf adoining surfaces not receiving waterproofing to prerrent spillage affecting other construction. C. Close offdeck drains and other deck p€netrations to prevent spillage and migration of waterproofing fluids. D. Remove grease, oil, form release agents, paints, and other p€netrating conaminanrc from concrete. Rernove fins, ridges, and other projections and fill honeycomb, aggregate pockeb, and other voids. 3.03 JOINT AND CRACK TREATMENT A. Prepare, treat, rout, and fill joints and cracks in substrate according to CAN/CGSB-37.51, 'Application of Rubberized Asphalt, Hot-Applied, for Roofing and Waterproofing," and watelproofing manuhcnfer's recommendations. Remove dust and dirt from joinu and cracks complying with ASTM D 4258 prior to coating sufrces. B. Instalt elastomeric sheel reinforcement and bond to deck and wall substrates where indicated or required according to CAN/CGSB-37.51 and waterproofing manufacturer's recommen&tions. C. Extend elastomeric sheet reinforcement a minimum of 6 inches (150 mm) onto perpendicular surfaces and other work penetrating substrate. D. Prepare vertical and horizontal surfaces at terminations and penetratiom through waterproofing and at drains and sleeves according to CAN/CGSB-37.51 and waterproofing manufacturer's recommendations, I . At expansionjoints and discontinuous deck-to-wall or deck{o-deckjoints, bridge joint according to waterproofing manufacturer's recommendations with sheet flashing extended along each side ofjoint and securely bond to substrate. 3.04 MEMBRANEAPPLICATION A. Apply rubberized asphalt according to CAN/CGSB-37.51,'Application of Rubberized Asphalt, Hot Applied, for Roofurg and Waterproofing," and the manufacturer's written installation recommendations. B. Heat rubberized asphalt in an oil- or air-jacketed melter with mechanical agitator specifically designed for heating rubberized-asphalt watelproofing. C. Apply primer, at manufacturer's recommended rate, over prepared substrate and allow to dry. D. Reinforced Membrane: Apply waterproofing to substrates and adjoining surfaces indicated. Spread hot, rubberized-asphalt to a thiclaress of 90 mils (2.3 mm), fully embed membrane- reinforcing-fabric overlapped sheets 2 inches (50 mm), and spread another 125-mil (3.2 rnm) thick layer to provide a uniforrn, reinforced, seamless membrane 215 mils (5.5 mm) thick. Hot-Fluid Applied Waterproofing Membrane for Terraces Gore Creek Residences - Residential Vail, Colorado 03 January 2005 I I t t I I I I I I I I I I I T I t I 07520 - 6 I t I E. Apply waterproofing over prepared joints and up wall terminations and vertical surfaces to heights indicated or required by manufacturer, t F. Install integral protection course with overlapped joints while rubberized asphalt is still hot- 3.05 DRAINAGE SYSTEM INSTALLATION t A. Place and secure drainage panels to substrate according to manufacturer's written instructions. . Use adhesives and mechanical fasteners recomrnended by manufacturer that do not penetrate f waterproofing. Lap edges and ends ofgeotextile to maintain continuity. Protect installed panels I during subsequent constuction. 3.06 PROTECTTONBOARDINSTALLATION If A. Place and secure protection board according to manufacturer's written instructions. Butt edges and ends ofboard to maintain continuity. Protect installed boards during subsequent construction. | 3.oi FrELD euA,-rry coNrRoL I A. Test each deck area for leaks after waterproofing and before installing drainage panels andI 'Jff:Hmi;Tilfill'ffi"'ffffj'hii;'d'iffi"1ffi"ffi"1"#*::THo,ll o"" hours, 'a B. Owner may engage a waterproofing consuttant to perform field inspections, sample and test materials being used, observe flood tests, and report whether tested Work conforms to or deviates from requirements. I- L Consultant will inspect materials delivered to Project site, witb Contractor present. 2. Ifdeemed necessary, Consultant will perform tests fior any ofthe product characteristics specified, using referenced test procedures and other texts cited in manufacturer's Productr Data.I]3. Consultant will verify thickness of waterproofing membrane. I 4. Consultant will examine underside ofdecks and terminations for evidence ofleaks during t water testing. . C. Contractor shall correct deficiencies in or remove waterproofing that leaks or does not comply with requirements, repair substsates, reapply waterproofing, and repair sheet flashiogs,a l After flood tests, repair leaks and make firther repairs until the waterproofing installation is watertight I D. Additional testing, at Confactor's expense, may be required to be performed to determine I 308 ,."r;fl'ffi":;ffJ---'threquirements f A. Protect waterproofing according to manufacturer's recommendations to prevent damage and wear I during application and remainder ofconstruction period- - B. Clean spillage and soiling from adjacent construction using cleaning agents and procedures I recommended by manufacturer ofaffected construclion. I Hot-Fluid Apptied waterprooftng Membrane for TerracesI END OF SECTION 07520 - 7 Gore Creek Residences - Residentid Vail, Colorado 03 January 2005 I I r sEcrloNoT62oT SHEETMETALFLASHINGANDTRIM I T PARTT GENERAL r l.0l sEcTroNrNcLUDEs I A. The Work includes, but is not limited to the following: f l. Copper flashing, counter flashing reglets and accessories. ll 2. Copper gutten, downspoue and trirn 3. Copper chimney cap. I 4. Copper flashing sleeves and collars for items proruding tlrough roofing system. t 5. Copper flashing above door and window openings. . I.O2 REI-A,TED SECTIONS - I A. Section 04400 - Stone Veneer. I B. Section 06105 - Wood Blocking and Curbing: Wood blocking and nailers. Ir- C. Section 06200 - Finish Carpenry: Door and window framing t D. Section0?313-RoofShakes.I E. Section 07900 - Joint Sealen.I I F. Division 15 - Mechanicat Plumbing vent lines protsuding tlmugh the roof. I.O3 REFERENCES -.I A. ASTM B32 - solder Meta I B. ASTM 8370 - Copper Sheet and Stip for Building Constuction. I . C. ASTM 8486 - Paste Solder. I D. ASTM D1586-Asphalt Roof Cerrnt Asb€stos-Fre€. E. FS TT-C-494 - Coating Compound, Bihrminous, Solvent Type, Acid Resistant. I F. NRCA (National Roofing Contractors Association) - Roofing Manual. I C. SMACNA - Architechral Sheet Metal Manual. r r.o4 DESIGNREeLIREMENTS t A. Size all gutters per local Code requirements unless Drawings indicate larger size.I . B. De,sign gutter and fascia to wi0$tand loads caused by positive and negative wind pressure as calculated by applicable Codes. I . I.O5 SIJBMITTAISI Sheet Metal Ftashing and Trim 07di20 - 1 Gore Creek Residences - Residential Vail, Colorado I 03 January 2005 ! A, B. D. E. Submit under provisiors of Section 0 I 300. Shop Drawings: Indicate maerial profile, jointing pattern, jointing deails, fastening methods, Ilashings, terminations, and installation details. Prepare gutter and fascia Shop Drawings and calculations under direct supervision of a Professional Engineer experienced in design of this type of work and licensed in the State of Colorado. Shop Drawings and calculations to bear Engineer's stamp or s€al. Samples: Submit 0ree 12 inch x 12 irrch samples illustating finish, color, sheen and tex$re. Manufacturer's Fabrication and Installation Instructions: Indicate special procedures, attacbment metlrods, jointing requirements, perifirter condition and details requiring special attention. QUALITY ASSIJRAI.{CE A. Perform Work in accordance with SMACNA Architectural Sheet Metal Manual standard details and requirements, unless otherwise indicated. B. Perform Work in strict cogpliaDce wiih Manuficn[er's fabrication drawings and instsuctioru. QUALIFICANONS A. Fabricator and ksaller: Company specializing in work of this Section with 6ve years documented experience. PRE-INSTALL.ATION CONFERENCE A, Convene three weeks prior to corun€ncing wotk ofthis Section, under provisions of Section 01200. DELTVERY, STORACE AND HANDLING A. Deliver, storg pmtect and handle poducts to site under provisions of Section 01600. B. Sack prefomred and prefinished material to prcvent twisting, bending, or abrasion, and to provide ventilation. Slope meal sheeb to ensure dninage. C. Prevent contact with materials which may carse discoloration or staining. COORDINATION A. Coordinate Wtrk under provisions of Section 01O40. B. Coordinate Work witb imtallation of roof underlalment and shakes. WARRANTY Provide a l5-year rvatertight varranty for all {lashing counterllashing, gutters, fasci4 and the like. Warranty: Cover damage to building resulting from failure to prevent penemtion of wat€r. I I t T I I I T ! I I t 1.07 t.08 l.l0 I I I I I I A B. l.l I PART2 PRODUCTS 2.OI SHEETMATERIALS Sheet Metal Flashing and Trim Gore Creek Residences - Resldential Vail, Colorado 03 Januarv 2005 07620 -2 I I A. Copper: ASTM 8370, cold rolled,2O ozlsq ft; pre-weathered finish.. I B. Underlayment Sheet membrane waterproofing as specified in Section 07320. I C. SIip Sheet: Resin sized building paper. I z.o2 cuTTERC'MP.NENTSI A. Collectors: Profile as shown on Drawings. I B. Gutters: Half-round profile, matching SMACNA Plate 3, Figure A. Hanging guBer installation, matching SMACNA Plate 21, Figure B. I C. Downspouts: Round profile, matching SMACNA Plate 35, Figure D. -2.03 ACCESSORIES I'I A. Fastenen: Same material and finisb as flashing metal, with soft neoprene washen and in accordance wift SMACNA requLements for gutter and downspouts. t B. Supports: Brackets for support ofguners and dowrspouts to suit conditions. C. Primer: Zirrc chromat€ type.tI D. Protective Backing Paint: FS TT4494, bituminous. I E. Sealant One-part polyretlune type, specified in Section 07900; as recommended by Manubcturer. I Color as selected by Architect from manufachler's full range ofcolors. P Plastic Cement ASTM D1586, Tlpe I.tI G. Reglets: Two piece reglet and count€rflashing, as indicated on Drawings. I H. Solder: ASTM 832; 50/50 qpe. I I. PasteSolderASTM8436. I 2.U FABRTCATTON . A. Form sections tue to shape, accurate in size, square, ard free from distortion or defects. I B. Fabricate cleats and starter strips of same material .rs sheet, minimum l-l/2 inches wide, interlockable with sheet. t C. Form pieces in longest possible lengths. D, Hem exposed edges on underside ll2 inch; miter and searn corners. I E. Form material with flat lock seams, unless otherwise indicated. At moving joints, use sealed lapped, bayonet-tj?€ or interlocking hooked seams.I I F. Fabricate comers &om one piece with minimum 18 irnh long legs each way; solder for rigidity, seal with sealant r Sheet Metal Flashing and Trim 07620 - 3 Gore Creek Residences - Residential Vail, Colorado I 03January2005 I G. H. I. J. A. B. C. Fabricate vertical faces with bottom edge formed outward l/4 inch and hemmed to form drip. Form sheet m€tal pans (pitch pockets) minimum 2 inches larger in nominal size than the item it is flashing with 3 inch upsand and 4 inch flanges. Fabricate accessories in profile and size to suit gutters and dowl+outs. Seal metal joints. Preparc metal surfaces as recommended by Manufacturer. Back paint corrcealed nretal surhces with protective backing paint as recommended by Manufactu€r. Acid-wash copper to lwel approved by Architect tlrorgh Submittal process. Rirse and clean excessive acid. I T I T I I I t I I T FIMSHES PART3 EXECUTION 3.OI EXAMINATION 3.O2 PREPARATION Verift roof openings, curbs, pipes, sleeves, ducB, or \renls duough roof are solidly set, reglets in place, and nailing srips located. Verify roofing termination ard base flashings are in place, sealed and secure. ! T I I I A. B. c. krsall sarter and edge strips, and cleats before starting installation. Install surface mounted rcglets tue to lines and levels. Seal top ofreglets witlr sealant. Paint concealed meal srfices with protective backing paint to minimum dry filrn friclcress of 15 mil. 3.03 INSTAII.ATION - FI.ASHING lnstall starter and edge srips, and cleats. Install surface mounted Reglets. Seal lap ofrcglets wifi s€alant. Insert flashings into reglets to form tight fit. Secure in place with lead or plastic urodges at nuximum 8 inches on center. Seal flashings into reglets with sealant. Secure flashing in place rsing concealed fasteners. Use orposed fastenen only where not exposed to view. Apply plastic cemem compound between metal flashings and felt flashings. Fit componants tight in place. Make comers square, surfaces fue and sraight in planes, and lines accurate to profiles. Seal rnetal joints watertight. Gore Creek Residences - Residentlal Vail, Colorado 03 Januan 2005 A. B. c. D. E. F. t I Sheet Metel Flashing and Trim o7a0 - 4 I I H. Attach flashing with clips to allow movement fiom ihermal expansion and contraction, and building I movenent without distortion, and "oil caning". I 3.M INSTALIATION_GUTIERSANDDOWNSPOUTS I A, Secure gutter lining to substrate with cleats spaced minimum 12 inches on center along edges of gutter. I B. Secue gutters and downspouts in place using concealed frsteners. Use erposed fasteners only where not orpsed to view. lnngitudinal joints are not acceptable. I C. At roof edges, extend gutter lining under roofing material minimum 6 inches and terminate in 3/4 inch folded edge, secured by cleats. Hook lower end ofroofing into strip to form 3/4 inch wide looselock s€am, D. Seal gutter wateJtight; sealjoint ofgutter to downspout with sealant. I E. Slope gutter l/4 inch per foot minimum; provide high point at center as n€cessary. t T T ENDOFSECTION 07620 - 5 Gore Creek Residences - Residential Vail, Colorado 03 January 2005 l T T I I I I I I Sheet Metal Ftashing and Trim I II I f"Pfii'gil-Tffi I PART1 GENERAL . I,OI SECTIONINCLI.]DES a A. The Work includes, but is not limited to the fotlowing: I L Prcparing subsrate surfaces. I 2. Installation ofsealant and joint backing. r .' t.oz REI-ATED SECTIONSIf A. Section 04400 - Stone Veneer. I B. Section06200-FinishCarpenty. C. Section 07620 - Sheet Metal Flashing and Trim. I I D. Section 08305 - Access Doon. E. Section 09260 - Glpsum Board Assemblies.III F. Section09900-Painting. I G. Division 15 - Mechanical. I H. Division 16 - Electrical. I r.o3 REFERENcESI A. ASTM C7 I 7 - Definitions relating to Building Seals and Sealants. iI I B. ASTM C7l9 - Test Method for Adhesion and Cohesion of Elastomeric Joint Sealants. t C. ASTM C790 - Use of Latex Sealing Compounds. t D. ASTM C8O4 - Use of Solvent-Release Type Sealane. I E. ASTM c834 - Irtex Sealing Compounds. !, F. ASTM C9l9 - Use of Sealants in Acoustical Applications. I G. ASTM C920 - Joint Sealans Substrates Classifications. H. ASTM D1565 - Flexible Cellular Materials - Vinyl Chloride Polymers and Copolymers (Open-Cellr Foam;. I I. ASTM E8 | 4 - Tunnel Fire Test I I J. ASTM 962 - Use of Elastorneric Joint Sealants. I.O4 SI,]BMIT'TAI,S I.f Joint Sealers 07900 - I Gore Creek Residences - Residmtial Vail, Colorado a 03 January 2oo5r A. Submit under provisions of Section 01300. B. Submit products as specified in ttris Section, including bed sealant at door threshold. C. Product Dala: Provide data indicating sealant chemical characteristics, performarrce criteria, subsEate preparation, limitations, and color availability. D. Samples: Submit tlree l2-irrh long samples illustating sealant colors for selection. E. Manufacnrer's Installation Instuctiors: Indicate special procedwes, surfrce preparadoq and conditions requiring special attention F. Certification that scheduled sealants are compatible with intended substrates per ASTM C920. 1.05 QUALTTY ASSURANCE A. Perform Work in accordance with sealatrt Manufacturer's requiremnts for preparation of surfaces and material installation irstuctions. B. Perform acoustical sealant application Work in accordance with ASTM C9 I 9. I.06 QUALIFIEATIONS A. Manufacturer: Company specializing in manuhcnuing th€ Prodtcts specifed in this Section wi0r minimum 6ve years documented experience. B. Installer: Company specializing in performing the Work of this Section with minimum tlree years documented experierre. C. Material Fomula: Manufacturer to submit evidence that the formula used to manufacture the material remains unchanged for a minimum of five yean. I.O4 ENVIRONMENTALREQT]IREMENTS A. Maintain temp€rature and humidity recommended by lhe sealant Manufacturer during and after installation. B. Do not irrsall solvent curing sealants in enclosed spaces without proper ventilation. I.O9 PRE-INSTALT.ATIONCONFERENCE A. Convene three weeks prior to starting Work of this Section under provision of Section 012fi). I.IO WARRANTY A. Provide 5-year non-depreciating warranty for material and labor under provisions ofSection 01700. B. Warrantlc Irrclude coverage for installed sealants and accessories which fail to achieve air tight seal or water tight seal, exlubit loss of adhesion or cohesion, imperfect curing. Warranty to also correr all afected areas and products I.I! EXTRAMATERIALS A. Provide fow containers each of materials used. Gore Creek Residences - Resldential Vail, Colorado 03 Januan 2005 I t I I I I I I I J I t I I ! I I I I Joint Sealers 07900 -2 t I I PART2 PRODUCTS ! 2.01 MANUFACTURERS: -. A. Dow Corning Corporation. Ir B. General Elecric Company. I C. Pecora Corporation. I D. Tremco. Inc. I E. Substitutions: Under provisions of Section 0 1630. 2.02 SEALANTSI I A. TlpeA: I l. ASTM C920, Tlae M, Grade P, Class 25; multi component polyurethane, self leveling.I i. X.Trffffii."t#'-']aH,I-J:"?Lto"*"*"* I B. TypeB:I l. ASTM C920, Type M, Grade NS, Class 25; multi component polyurethane, non sag' fJ 2. Movement capability Plus or minus 25%. fJ 3. Color: Manufacturer's standard as selected by Architect. - C. Tlpe C: I l. ASTM C834, single component acrylic latex, non sag. 2, Movement capability: Plus or minus 7-l/2Y.o. I 3. Color: Manufacturor's standard as selected by Architect. I . D. TypeD: I r c'rrr rro,,n 'r,I , #X,?r31]fliri, Grade NS, Class 25; single component silicone, non-hardening, non- ?: [ffffrff"Ti#,.']Hilf,H"1310o,*"o,,"",r E AII sealants must be mildew resistant. I 2.03 ACcEssoRrEs a Prirnen Nonstaining typ€, recommended by sealant Manufactuer to suit application.tI B. Joint Cleaner: Noncorosive and nonstaining tj?e, recornrnended by sealant Manufacturer; r compatible with joint forming materials. I c' #illH:Hfu,1#3#i,l;;:ti*:'^f###fl'"* foamrod; oversized 30 to 50%rareer I - Joint Sealers 07900 - 3 Gore Creek Residences - Residential I .r"#;"",*%3; Bond Breaker: Pressure sersitive tape recommended by sealant Manufachrer to suit applicafion. Masking: Compatible with arealmaterial to be rnasked; as recommended by sealant and surrounding material Manufacturer. PART3 EXECUTION 3,OI EXAMINATION A. Verifi dnt substrate surfrces and joint openings are ready to receive Work- B. Veri! fiat joint backing and release tapes are corrpatible with sealant C. Verifr that sealant is compatible with joint subst'ates. 3.02 PREPARATION A. Remove loose rnaterials and foreign matter which might inpair adbesion of sealant. B. Clean ard prime joints in accordance with Manuficturer's irutructions. C. Perform preparation in accordance with Manufacturer's instructiom, ASTM C804 for solvent release and ASTM C790 for latex base sealants. D. Protect elernents srnrounding the Work of this Section fiom &mage or disfiguration. 3.03 INSTALIATION A. AII joints (exterior ard interior) unless otherwise detailed or specified shall receivejoint sealers. B. All exterior thresholds are to be set in full sealant bed. C. Perform insallation in accordance widr Manufacture/s instuctions, ASTM C804 for solvent retrease and ASTM C790 for latex base sealants. Measue joint dimensions and size materials o achieve 2:l widtl/depth ratios. Insall joint backing to achieve a neck dimension no greater than lA of fte joint widtlr hstall bond breaker where joint backing is not used. Do not leave voids or gaps between the ends of joint filled units and backer rods. G. Install sealant free ofair pockets, foreigr embedded matter, ridges, and sags. H. Apply sealant within recommended application temperature ranges. Consult Manufacturer when sealant cannot be applied within these temp€rahue ranges. I. Tool joints concave. J. Do not allow sealants lo overflow or flow onto adjoining surfaces, mask and clean adjoining surfaces by whatever means may be necessary to eliminate such contamination and flow. I I I T I D. E. D. E. F. I I I I t I I I I I I I K- Joint Sealers Cure sealants in corrpliance with sealant Manufactuer's instructions and recommendations, to obtain high early bond stangtl internal cohesive strength and surface durability. Gore Creek Residences - Residentlal Vail, Colorado 03 January 2005 I I 07900 - 4 I t L All interior walls with acoustical insulation are to tre fully acoustically sealed, including all peneFations, perimeter joints, and comen. Comers shall have a bead of sealant at each layer of gypsurr wallboard. I l. Acoustical Sealant: Refer Section 09260 - Gypsum Board Assenrblies. I 3.oc cLEANTNG A. Clean Work under provisions of Section 0 I 700. t B. Clean adjacent soiled surfaces. I 3.05 PROTECTTONOFFTMSHEDWORK I A. Protect finished irutallation under provisions ofSection 01500. I B. Protect sealants until cured. 3.06 SCHEDTJLE t A. Exterior Joints: l):3ffiffi1i'"i'ffubjecttopedestrianorvehiculartraffic:rvpeA' B. Interior Joints: I t. i"ffi*]T;ff-'"tmovernenrrvpeB' I ". ftr rTf;:iX''J' batts' and showers: r1pe D' I ENDorsEcrIoN r I I I I IIr Joint Sealers 07900 - 5 Gore Creek Residences - Residential Vail, Colorado t 03January2005 r I srr''o,i3"Jg\$t1iDooRs I PARTT GENERAL I.OI SECTIONINCLI,]DES I A. The Work includes, but is not limited to the following: I L Stile and rail wood doors, including glazed openings. t 2. Sidelites and transoms as part ofdoor opening- . I.O2 REI^ATED SECTIONS I A. Section 04400 - Stone Veneer. I B. Section06l00-RoughCarpentry. t ' C. Section 06105 - Wood Blocking and Curbing. I D. Section 062fi) - Finish Carpenky: Door frame. E. Section 07260 - Vapor Retarder: Perimeter vapor retarder between glazed system and adacent f corxtruction.r F. Section 07270 - Air Barriers: Perimeter air barrier between glazed system and adjacent I construction. ' G. Section 0?461 - Wood Siding. I H. Section 0?900 - Joint Sealers: System perimeter sealant and backup materials. I I. Section 08? l0 - Door Hardware. I J. Section 09220 - Portland Cement Plaster. K. Section 09260 - Gypsum Board Assemblies. I I.O3 REFERENCES t A. AWI - Quality Sandards of the Architectural Woodrvork Institute. I . B. WDMA - Window and Door Manufacturer Association. I r.o4 strBMrrrAr-s A. Submit under provisions of Section 01300. II B' i"T,l*?:ru* ':'1,:ift:,*h"ffitrJT:?-1#l?";""j';ffi;iH*"lT"1t1lfinishing criteria, identifr cutouts for glazing and louvers. f C. Samples: I I . Initial Sample: Submit four samples of specified wood rellecting grade. I Stile and Rail Wood Doors OA2l2 - | Gore Creek Residences - Residential VaiI, ColoradoI 03 January 2005rl r.05 1.06 t.07 2. Final Sample: After Initial Selection, submit two samples of door corner, l8 inch x 18 inch in size illustrating joinery, wood grain, stain color and sheen. D. Manufacturer's Installation lnstructions: Indicate special insallation instructions. QUALITY ASSURANCE A. Perform work in accordance with AWI Section 1400, Custom Grade. B. Finish doors in accordance with AWI Section 1500. QUALIFICATION Manufacturer: Company specializing in rranufacturing the Products specified in this section with minimum three years documented experience. DELIVERY, STORAGE, AND PROTECTION Deliver, store, protect products under provisions ofAWI Section 01600. Package, deliver and store doors in accordance with AWI Section 1300 in manufacturer's packaging. Do not deliver millwork until wet construction work is completed, building is fully closed in, and ambient temperature and relative humidity has been stabilized. Store millwork in the space for a minimum period of 14 days to allow Products to acclimate before installation. Pmtect Products from moisture damage. PROJECT/SITE CONDITIONS A. Provide permanent heat, Iight, ard ventilation prior to imtallation. B. Maintain minimum room temp€rature 65 degrees F and relative humidity level of 20 - 3U/o for period of 14 days prior to delivery ofnraterials during and after inslallation. SEQTJENCING I I I I I I I I I ! I I I ! I I I T I A. c. D. 1.08 1.09 A. B. c. Coordinate work under provisions of Section 01040. Coordinate the work with door opening constructior\ door frame and door hardware installation. Coordinate door undercut with mechanical system requirements. t.l0 WARRANTY C. A. B. Under provisions of Section 01700. Provide wan-anty to the following term: l. Exterior Doors: 5 years. 2. Interior Doors: l0 years. Include coverage for warping beyond specified installation tolerances, defective materials, or any Gore Creek Residences - Resirlentiel Vail, Colorado 03 January 2005 Stile and Rail Wood Doors 08212-2 I I other manufacturing defect. I PART2 PRODUCTS I 2.OI MANI.JFACTURERS I A. Artistic Doon and Windows,Inc.I B. Craffsman In Wood (303-278-845). I I C. Southwest Door Co. - D. Woodtech Trading Company. I E. Substitutions: Under orovisions ofSection 01630. I 2.OI DOOR TYPES a A. Doors (Exterior): Solid lumber consruction, AWI Custom Grade; mortised joints. I | . Sidelite: Match door qpe and finish.I B. Doors (Interior): Solid lumber construction, AWI Custom Grade; mortised joints.II 2.02 DOORANDPANELMATERTAL - A. Facing (Exterior): AWI Custom quality, matching interior doors. It l. Sidelite: Match door gpe and finish. I B. Facing (Interior): AWI Premium quality, materiat as selected per Interior Design Manual.r 2.03 ADHESIVE I A. Adhesive: Type I - waterproof.I 2.04 ACCESSORIES I A. Molding: Raised wood molding of same species as door facing, profile as shown on drawings, mitered corners; prepared for countersink style screws. I 2.0s FABRICATIoN A. Fabricate non-rated doors in accordance with requirements ofAWI Quality Standard Section 1400. a l. Fabricate sidelites to same quality as door. I B. At exterior door locatiors, provide prefrrished metal flashing at 0le top and bottom rail for ftll I thickness ofdoor. Refer to Section 07620. C. Factory machine doors for finish hardware in accordance with hardware requirements and I dimensions, Do not machine for surface hardware. I D. Factory fit doors for frame opening dimensions identified on shop drawings.I ' Stile and Rail Wood Doors 08212 - 3 Gore Creek Residences - Residential| ,J*,:$;t; 'l E. F. Cut and configure exterior door edge to rcceive recessed door bonom device. Provide edge clearances il accordance with AWI Section l?00. Cut and figure interior door bottoms as necessary to the following conditions. l. To receive door bottom device, refer to Section 0871O. 2. To allow for air movement, reGr to Mechanical Drawings. Tolerarrces: Conform to AWI Quality Standards, Section 14fi), C\stom Grade, requirements for fit, clearance, and joinery tolerances. Maximum Vertical Distortion (Bow): l/4 inch measured with straight edge or taut string, top to bottom, over an imaginary 84 inch vertical distance anywhere on door surfrce area. Maximum Width Distortion (Cup): l/4 inch measured with straight edge or taut string, edge to edge, over an imaginary 36 inches horizontal distance anywhere on door surface area. Maximum Diagonal Distortion (Warp): t/4 irrch measured with straight edge or taut string, edge comer to opposite edge comer, over an imaginarSr 36 x 84 inches diagonal disance anywhere on door surfrce area. FINISH T A. Factory finish doors in accordance with AWI Section 1500 to the following finish desigrrations: l. Finish: TR6; transparent , catalyz-edpolyurethane, Custom quality, satin sheen, marching I Interior Designer's sample. B.Seal door top and botlom edges with sealer. I I I I I I I G. l. 2. J. 4. PART3 EXECUTION 3.OI EXAMINATION T I I I t I I I I I A. B. c. A. B. c. D. E. Veri! substrate conditions under provisions of Section 01039. Verifr that opening sizes and tolerances are acceptable. Do not install doors in frame openings that are not plumb or are out-of-tolerance for size or alignment. 3.O2 INSTALI"A-TION lnstall doors in accordance to requirements of with AWI Section 1700, Custom quality. Trim door widtll only if necassary, by cutting equally on both stile edges. Trim door height, only if necessary, by cutting bottom rail edge to a maximum of I/2 inch, unless otherwise required by door bottom hardware or mechanical system. Machine cut for hardware. Refinish all exposed trimmed edges for a uniform appearance to door facing. 3.03 INSTALI..A,TIONTOLERAN]CE Stile and Rail Wood l)oors Gore Creek Resldences - Residential Vail, Colorado 03 Januarv 2005 08212 - 4 I I I I I I A. Conform to AWI Section 1700. Custom Grade. B. Maximum Out of Plane from Door Frame: l/4 inch. 3.04 ADruSTING A. Adjust installed Work under provisions of Section 0l700. B. Adjust door for smooth and balanced door movement. C. Adjust closer for full closure. D. Replace doors that are bowed, cupped or warped beyond fabrication and installed tolerances prior to Contract Closeout. E. Refinish joints that open during course ofacclimation priot to Contract Closeout. I 3.05 scHEDrrr-E I I I I t I I I t I I Stite and Rail wood Doors I A. Refer to Drawings for Door and Frame Schedule. END OT'SECTION 08212-5 Gore Creek Residences - Residential Vail, Colorado 03 January 2005 II I ffirl:xsx! I I PARTI GENERAL l, l.0l SECTIoNINCLUDFS I A. The Work includes, but is not limited to the following: l. Fire-rated and non-rated access door and trame unjt in wall and ceiling locations. I . I.O2 RELATED SECTIONS I A. Section 09260 - Glpsum Board Assemblies.I B. Section 09900 - Painting: Field paint finish. I C. Division 15 - Mechanical: Mechanical and plumbing devices requiring access. I D. Division 16 - Electical: Electrical devices requiring access. r l.o3 SLJBMITTALS I A. Submit under prorrisions of Section 01300. I B. Shop Drawings: Indicate exact position ofall access units as part ofmechanical, plumbing, electrical I coordination drawing. C. Product Data: Provide sizes, types, finishes, hardware, scheduled l,ccations, and details of adjoining work I I.O4 PROJECTRECORDDOCI,JMENTS I A. Submit under provisions of Section 01700. a B. .Record actual locatiors ofall access units. I l.o5 REGUr-AToRyREerJrREMENrsI A. Conform to applicable Code and UL requirements for fire rated access unis. I I.06 SEQUENCING I A Coordinate work under provisiorx of Section 0l M0. - B. Coor<tinate the Work with mechanical, plumbing and elechical, and special sJBlenrs work requiring I c ;r":-"tor requiring access doon not shown on Drawings, and any additional access doon required by local jurisdiction having authority, shall be procured and installed at no additional cost PARTz PRODUCTS I Access Doors 08310 - I Gore Creek Residences - Residential I or"*':H;8; I 2.OI MANIJFACTI,JRERS A. JL lndustries, Inc. B. Karp Associates, lnc. C. Milcor, L.P. D. Nystrorn, Irrc. E. Substitutiom: Under provisions of Section 01630. 2.02 ACCESS DOOR TYPES A. Access doors shall be 12 inches by 12 inches rninimum size unless otherwise rcquired otherwise or indicated on Drawings. 2.03 FABRICATION A. Fabricate trames and flanges of 16 ggge steel. B. Fabricate non-rated door panels of 16 gage slsel single 0riclness steel sheet. Fabricate fue resistive door panels of 14 gage steel double sheet wifi inrcgral noncombustibl€ insulation filler. Weld, fill, and grind joins to assure flush and square unit. Hardware: l. Hinge: 175 &gree steel piano hinge with remvable pirl- For fre resistive doors, provide concealed constant force closure spring type hinges. 2. lock Flush, screwdriver operated stainless steel cam lock 2.M FIMSHES A. Base Meal Prorcction: Galvanized, hot dippod finish. B. Finish: One coat baked enamel primer, ready for field painting. PART3 D,XECUTION 3.OI EXAMINATION A. Verifu substrate conditions under provisions of S€ction 01040. B. Veri$ that rough openings for door and fiame are correcdy sized and located parallel to building lines udess odrerwise approved by Architect or Own€r. C. Final location of rmits subject to approval by Architect and Owner as part of MEPFP Coordination Drawings as specified in Section 013fi). 3.02 INSTAII-ATION A. Install uniB in accordance with Manufrcturer's irstructions and per requiremeots of UL for fre - rated access doors. Gore Creek Residences - Reridentiat Vail, Colorado 03 Januarv 2005 c. D. I t I T I t I I I I I I I I I T I I I Access Doors 0mr0 - 2 I I I I I B. hstall units plumb and level in opening. Secure rigidly in place anchored to adacent construction. I C. Position units to provide convenient and Code required access to concealed Work requiring access. 3.03 A.DruSTING I A. Adjust Work under Section 0l?00.I B. Adjust door for smooth movement and operation. I 3.O4 SCIIEDTTLE I A. Units in Gypsum Wallboard Finish Surfaces: Flush, with drywall bead (flangeless). I B. Units in Wood and Tile Finish Surfaces: Recessed, with drywall bead (flangeless), accommodating total thickness offinish material. I c. *'i#i.J,HJfHffinx"j,,Hf'*Tl?:tions: Recessed, with drywa'bead (naneeress), EI{DOFSECTION I I r Access Doors 08310 - 3 Gore Creek Residences - Resldential Vail, Colorado 03 January 2005 I I I I I I I II I sEcrloNos6roI CLADWOODWINDOWSA}IDDOORS I I PARTI GENERAL I.OI SECTIONINCLI.]DES Ir A. The Work includes, but is not limited to the following: I l. Sbop fabricated, aluminum-clad wood window and patio door assemblies; shop glazed. I 2. Shop fabricated, aluminum-clad, wood storefront system: shop glazed. 2. Perimeter sealant. I i: irTf,*ffi'ffi;:t"1f:ff#i:Jf:frT'il:?Xiompreteweather+ight assernbry.I I.O2 RELATED SECTIONSI I A. Section 04400 - Stone Veneer. r B. Section 06100 - Rough Carpentry.rI C. Section 06105 - Wood Blocking and Curbing. I D. Section 06200 - Finish Carpentry: Window frame. I _ :fi;ifi.llfO - Vapor Retarder: Perimeter vapor retarder between glazed system and adjacent I F. Section 0?270 - Air Barriers: Perimeter air barrier between glazed system and adjacent construction. t G. Section 07461 - Wood Siding. I H. Section 07900 - Joint Sealers: Syslem perimeler sealant and backup materials. t I. Section 08710 - Door Hardware. I J. Section 09220 - Portland Cement Plaster. I ' K. Section 09260 - Glpsum Board Assemblies. I 1.03 REFERENCES A. NWWDTAAMA lOl-LS.2 - Design Windloads for Buildings and Boundary l,ayer Wind Tunnel I Testing B. A-DA (American wi& Disabilities Act) - Accessibility Guidelines for Buildings and Facilities. I ASTM E283 - Rate ofAir Leakage Through Exterior Windows, Curtain Walls, and Doors. - D. ASTM E330 - Structural Performame of Exterior Windoua, Curtain Walls, and Doors by I Uniform Static Air Pressure Difference. E. ASTM E547 - Water Penebation of Exterior Windows, Curtain Walls and Doors by Cyclic Static I Air Pressure Difference. I Chd Wood Windows and Doors 08610 - I Gore Creek Residences - Residential I o,';L:1ffi8; t.04 F. NWWDA IS-2 - Industrv Standard for Wood Windows. G. IflVWDA IS4 - Industry Standard for Water-Repellent Preservative Treatrnent for Millwork. PERFORMANCE REQUIREMENTS Design and size components to withsand dead and live loads caused by positive and negative wind load acting normal to plane of wall as calculated in accordance with applicable Codes and as measured in accordance with AAMAAIWWDA I 0l -I.S.2 Designation or better. Limit member deflection to flexure limit of glass, with ftll recovery of glazing materials. System to accomnrdate, without damage to system components or deterioration of seals, movement between window and perirneter ftaming. Air Infilnation: Limit air infilration through assembly to 0.25 cfoi/min/sq ft of wall area, rneasurcd at a reference differential prcssur€ across assembly of 1.57 lb/sq ft as measured in accordarrce with ASTM E283. Water lnfiltration: None, when measured in accordance with ASTM E547 and ASTM E33l with a test pressure difference of6.75 h/sq ft. Unit and irstalled assembly to be watertight. Drain nater entering joints, condensation occurring in glazing channel, or migrating moistue occurring within system, to the exterior by a weep drainage rrctworlc Maintain continuous air barrier and vapor retarder tluoughout assembly, primarily in line with inside pane ofglass and heel bead of glazing compound. Not Permitted: Vibration harmonics, wind whistles, noises caused by thermal movement, thermal movement transmitted to other building elements; loosening, weakening, or frachring of attachments or components of system. I.05 STJBMITTALS Submit under provisions ofSection 01300. Shop Drawings: Indicate opening dimersions, Aamed opening tolerances, afrected related Work and installation requirements. Shop Drawings shall clearly indicate the Design Pressure Rating that the units are designed to, in accordance urith AAMAI{WWDA l0l-LS.2. Submit one samplc ofoperating bardvare. Manufacturer's Certificate: Certif that products meet or exceed specified requircments. 1.06 1.07 QUALITY ASSI.JRANCE Perform Work in accordance with AAMAfiIWWDA l0l-1.S.2. QUALIFICATIONS Manufacturer and Installer: Companies specializing in manufacnrring and installation of Work of tlris Section with minimum five years documented experience, The window and door components shall be from one source: Gore Creek Residences - Residential Vail, Colorado 03 Januarv 2005 I I I t I T I I I I I T I I I I I t I B. c. D. F. E, G. H. A. B. c. D, Clad Wood Windows and Doors 08610 - 2 r.08 t.09 I t I t t I I I I I I I I I I t I I I t Manufacturer shall be responsible for coordination and installation of decorative hardware even if they are not provided by Window and Door Manufacturer. 2. Manufacturer shall be responsible for coordination and installation ofglazing components including weatherstripping. 3. Manufacturer shall be responsible for wood preservative aea0nent and finish. PRE-INSTALI.A,TION CONFERENCE A. Convene three weeks prior to commencing Work of this Section under provisions of Section 01040. B. Prior to conference, veri$ Project requirements, structural adequacy of substrate design, Manufacturer's installation instructions and details, and Manufacturer's warranty requirements. WARRANTY A. Worhnaruhip and Materials: I year. B. Insulating Glass: 20 year limited warranty. C. Finish on Exterior Alurninum Surfaces: l0 vears. PART2 PRODUCTS 2.OI MANI.JFACTURERS D. 2.02 MATERIALS 2.03 COMPONENTS Clad Wood Windows and l)oors Eagle Window and Door, Inc. Kolbe & Kolbe Millwork Co., Inc.; "Ultra Series". Pella Corporation; Architect Series. Substitutions under provisions of Section 0l 630. B. A. B. c. B. c. Wood (Interior Finish): White Pine species, clear water repellent preservative-treated to NWWDA IS-4, of 6pe suitable for interior finish. Metal Cladding (Exterior Surface): Formed aluminunl pre-finished, shop fit to profile of wood members and exterior exposed surfaces. Frames, Mullions and Muntins: Wood sash components per Manufachuer's standard details, with 7/8 inch full perimeter rvood grille (simulated divided lites), with no exposed fastening devices, full-depth mullions and frame as indicated on Drawings. Verif required frame dep0r with required minimum clearance for attachment to stnrctural substrate; verif required fame width with specified glazing. Window Sills: Refer to window details; slope for positive wash; one-piece full width of opening. Door Sills: Exruded anodized aluminum sill per Manufacturer's standard details; one-piece full width of opening; ADA compliant. Gore Creek Residences - Residential Vail, Colorado 03 January 2005 08610 - 3 D. Operable Sash Weathershipping: Dual-durometer compression vinyl weatherstripping at head, jamb and sill. E. Patio Door Weatherstripping: Dual-durometer compression vinyl weatherstripping at head and jambs of doon slnll provide two points of contact with door panel. Vinyl sill sweep with 4 positions ofcontact. Insect Screem: Manu facturer's standard. Fasteners: l. Concealed: Galvanized steel. 2. Exposed: Finish to match adjacent materials. 2.M CLASSANDGLAANGMATERIAIS A. Glass and Glazing Materials: I-ow-E, dual-sealed, 314 inch thick clear insulating glass units; tempered glass at doors and sidelights and as required by applicable Codes. Refer b Section 08800. 2.05 SEAI-ANTMATERIAIS A. Perimeter Sealant: Tlpe B. B. Sealant Used Within System (Not Used for Glazing): Tlpe B, or as per Manufacturer's rcconrmeridation. 2.06 HARDWARE General: l. Door Lock Multi-point locking mechanism with a single action lever. 2. Window Operator: Arm operated lever handle fitted to sill of projecting sash $'ith limit stops, 3. Window Lock Multi-point locking mechanism with single action lever. B. Window and Door Hardware ManuPacturen: Manufacturer's standard. 2.07 FABRICATION A. Fabricate framing, mullions and sash members with mortise and tenon joints. Glue and steel pin joints to hairline fits, w€ather tight. Clad exterior faces to profiles selected and approved by Architect. B. From sills and stools in one piece. Slope sills for wash with lug ends as shown on Drawings. C. Form glass stops of formed metal clad wood witb subsantially squared edges, sloped minimun for wash, D. Fabricate components with minimum clearances and shim spacing around perimeter of assembly, yet enabling installation and dynamic movem€nt of perimeter seal. E. Arrange fastenen to be concealed from view. - F. Permit internal drainage weep holes and channels to migrate moisture to exterior. Provide internal drainage of glazing spaces to exterior through weep holes. C;ore Creek Residences - Residenfal Vail, Colorado 03 January 2005 F. G. I I t I I I I I I t I t I I I T I I I Clad Wood Windows and Doors 08610 - 4 I I G. Double weathersfip at operable units. I H. Shop glaze window and door units. I I. Assemble insect screen of rectangular sections. Miler and reinforced fiame comers. Fit mesh taut into frame and se.cured. Fil frame with four spring loaded pin retainers. I J. Apply one coat of bituminous paint to concealed surfaces in contact with cementitious or dissimilar materials. I 2.08 FTMSHES I A. Exterior Surfaces: 70% fluoropolymer coating custom color, complying widr performance I requirements ofAAMA 2605.98. l. Different colors are to be anticipated.I I B. Interior Surfaces: As selected by Interior Desigrrer. I PART3 EXECUTIONt 3.OI EXAMINATION I A. Verifi wall openings and adjoining air and vapor seal materials are ready to receive Work of this Section. I 3.02 INSTALLATIONI A. Install window fiames, glass and glazing, and hardware in accordance with Manufacturers' instsuctions.r B. Attach window fiame and shims to supporting substrate at perimeter opening to accommodate construction tolerarrces and other irreguladties. r C. Align window plumb and level, free of warp or twist. Maintain dimensional tolerances, aligning with adjacent Work I D. Provide thermal isolation where components penetrate or disrupt building insulation. Pack fibrous insulation in shim spaces at perimeter ofassembly to maintain continuity of tbermal barrier. I E. Coordinate attachment and seal ofperimeter air and vapor barrier materials.r F. Install operating hardware per Manufacturer's insuuctions. t C. Install perimeter sealant to method required to achieve performance criteria; backing materials and installation criteria in accordance with Section 07900. I H fiY#fi51"J;'#,'$:fi*I};:#T".',x$,T]:,',ff:'ffi:lTil:i:.'ff:i:11*fl,'il or weather. I 3.03 TOLERANCES r Clad Wood Windows and Doors 08610 - 5 Gore Creek Residences - Residential Vail, Colorado 03 JanuarY 2005r t I I I t I I I I I I I I I I I I I I 3.04 3.05 A. Maximum Variation from lpvel or Plumb: l/16 inch every throe feet no*'cumulative or l/8 inch per l0 feet whichever is less. ADruSTING A. Adjust Work under provisions of Section 01700. B. Remove protective material from eotire window and door units. C. Wash down surfaces with a solution of mild detergent in wann water, apptied with soft, clean wiping clotlrs. Take care to remove dirt from comers, Wipe surhces clean. C. Remove excess sealant by moderate use of mineral spirits or other solvent acceptable to sealant Manufacnrer and non-detsimental to adjrcent finishes. SCHEDULE A. Refer lo Drawings for window sizes and types. ENDOFSECTION Clad Wood Windorvs and l)oors Gore Creek Residences - Residential Vail, Colorado 03 Januan 2005 08610 - 6 I I SECTION ()ETI() I DOORHARDWAR-E T PART1 GENERAL I.OI SECTIONINCLI.JDES I A. Provide all labor, materials, tools and equipment, and services for proper installation of Work specified in this Section in accordance with provisions ofContract Documents and as required for a complete Project: I I. Hardware for wood doors. I i: fff;:t*ff*:T[ii#r1ii3:"il'u,ffi:f*'L,u",o*"o degree oruse)I i. filT:"1;?il:t""Ht'r";e hardware specified shan be sufficient quanrities necessary to I complete the Worlc Notiff the Architect of omissions or discrepancies prior to Bid date t for clarifications or instuctions. Adjustrnents to the Contract Sum will not be allowed for omissionsjnot clarified prior to Bid opening. I r.oz REI.{TED sEcrroNsI A. Section 08212 - Stile and Rail Wood Doors: Furnish lemplates for door preparation. I B. Section .08610 * Clad Wood Doors and Windows: Fumish templates for door and fi'ame prepamuon. I l.o3 REFERENCESI A. ADA (Americars with Disabilities Act) - Acce.ssibility Guidelines for Buildings and Facilities. I B. ANSI All7.l - Specifications for Making Buildings and Facilities Accessible to and Usable by Physically Handicapped People. I C. AWI (Architectural Woodwork Institute) - Quality Standards. . D. BHMA - Builders Hardware Manufacturer's Association. I E. DHI - Door and Hardware Institute. I F. NFPA 80 - Fire Doors and Windows. G. NFPA l0l - Code for Safety to Life from Fire in Buildings and Struchr€s. I H. UL tOC - Safety Fire Tests of Door Assemblies. I I,O4 STJBMITTALS I A. Submit under provisions of Section 01300. r B. Shop Drawings: Indicate locations and rnounti.g heights of each tlpe of hardware, schedules, I name and Manufacturer of each item, location ofeach hardware set cross referenced to indications ! on Drawings, botlr on floor plan and in Door and Frame Schedulq explanation ofall abbreviations, symbols, and codes contained in Schedule, door and frame sizes and materials, maximum I allowable degree ofswing and door handing. and fire-ratings. I Iloor Hardrvare 08710 - I Gore Creek Residences - Residential I yail, Colorado 03 January 2005 I I 1.05 1.06 1.07 C. Submit Manufacftrer's cut sheets, parts lists and templates. D. Samples: Submit one sample ofeach tlpe of hardware, illustsating style, color and finish. E. Approved Samples may be incorporated into the Work. F. Manufacturer's Insallation lnstructions: Indicate special procedures and perimeter conditions requiring special attention. PROJECT RECORD DOCT'MENTS A. Submit under provisions of Section 01700. B. Record actual locations of installed rylinders and their master key code. OPERATION AND MAINTENANCE DATA A. Submit under provisions ofSection 01730. B. Maintenance Data: Include data on operating hardware, lubrication requirements, and inspection procedures related to preventative maintenance. QUALITY ASSI]RANCE A. Perforrn Work in accordance with the following requirements: l. Americans with Disabilities Act (ADA). 2. ANSI Al l7.l - Specifications for Making Buildings and Facilities Accessible to and Usable by PhFically Handicapped People. 3. NFPASO. 4. NFPA IOI.5. uL loc. 6. LJL 305. B. Single Source Responsibiliqr Obtain each type of harduare (latchsets and locksets, hinges, closers, etc.) from a single Manufacturer, unless scheduled otherwise. QUALIFICATIONS A. Manufacturer: Company specializing in manufacnrring thc products specified in this Section with minimtnn five years experience. B. Hardware Supplier: Shall be current member of DHI (Door Hardware Instifirte). l. Hardwarc supplier shall have a thorough howledge of door operation syst€ms and applicable Codes, and noti8/ Architect ofany discrepancies. There shall be no additional cost after award of Bid as the result of oversight by hardware supplier for proper operation and to meet requirernents ofapplicable Codes. REGI,JI-ATORY RTQUIREMENTS A. Conform to applicable Code for requirements applicable to fire-rated doors and frames. B. Conform to applicable sections of Chapter 5 ofNFPA l0l. Gore Creek Residences - Residential Vail, Colorado 03 January 2005 I I T I I I I t I I I t I I I I t I l.08 1.09 Door Hardware 08710 - 2 I I l.l0 pRE-INSTALLA,TIoNcoNFFIRENcE I A. Convene one week prior to commencing work ofthis Section, under provisions of Section 01200. I Meet with the Owner, Contractor, Installer, Hardware Supplier, and Manufacturers Representative.t }"''ffi.:l*fi; ;:frlf,:: ;:*f:l :T'fj'frjilil:"ffi .Tl,$'Jlfl#:'."'*Jr"; conditions, as to insure correct technique of installation, and coordination with other work I I.II DELTVERY, SToRAGE, ANDIIANDLING I A. Deliver, store, protect and handle products to site under provisions ofSection 01600. I B. Package hardware items individuallff label and identifu each package with door opening code to match hardware schedule. r C. Protect hardware from theft by cataloging and storing in secured area. I D. Deliver keys with identi$ing tags to Owner by security shipment direct from hardware supplier. I t.tz SEQUENCTNG I A. Coordinate Work under provisions of Section 01040.T B. Coordinate Work with other directly affected Sections involving Manufacturer or fabrication of intemal reinforcement for door hardware and recessed items. I C. Coordinate Owner's keying requirements during course of Work. T.I I.I3 WARRANTYI A. Provide the fotlowing warranties under provisions ofSection 01700. I l. l0 year warranty on closers. 2, 2 year warranty on remaining hardware. I B. Warranty: Submit Manufacturer vraranty and ensure forms have been completed in Owner'sr name and registered with Manufacturer. Include coverage for all hardware. I l.l4 MAINTENANCEMATERIATS I A. Provide maintenance materials under provisions ofSection 01730. I B. Provide special wrenches and tools applicable to each different or special hardware component. C. Provide maintenance tools and accessories supplied by hardware component Manufachrrer. a PART2 PRODUCTS I 2.01 ACCEPTABLE MANTJFACTTJRERS - A. Refer to "Hardware Materials" located at end of this Section for approved Manufacturen and approved Substitutes listing.I 2.02 KEYING - Door Hardware 08710 - 3 Gore Creek Residences - Residential Vail, Colorado 03 January 2005r A,Grouped, keyed and supplied as per Owner's direction. Hardware supplier to verif with Owner for keying requirements. Except as otherwise indicated, key to new master-key slntem. Keys. l. Ken shall be made ofnickel silver. 2. Samp all keys to read 'DO NOT DUPLICATE'. Supply keys in the following quantities: l. 6 master keys, 2. 3 grand master kep. 3. 15 construction keys. 4. 2 change keys for each lock. I I I t I I I I B. c. D. 2.03 KEYCABINET A. B. c. Cabinet Construction: Sheet steel construction, piano hinged door with cylinder-t)?e loclg master keyed to building system. Cabinet Size: Size for Project keys plus 50 percent growth. Provide hooks for keys. D. Horizontal metal strips for key hook labeling wift clear plastic strip cover over labels. E. Finish: Baked enamel; color as selected by Architect. F. Install in location where directed bv Owner. FINISHES A. Finishes: As indicated in Schedule at end of this Section. PART3 EXECUTION 3.OI EXAMINATION A. Veri$ site conditions under provisions of Section 01040. B. Verify tbat doors and frames are ready to receive Work and dimemions are as instructed by the Manufacturer, 3.02 INSTAII-ATION A. Install hardware in accordance with Manufacturer's insEuctions. B. Use templates provided by hardware item Manufacturer. C. Conform to ANSI All?.1 and ADA Guidelincs br positioning requirements for tbe physically handicapped. 3.03 ADruSTING Door Hardware Gore Creek Residences - Residential Vail, Colorado 03 January 2005 I I I I I I I I I I I 08710 - 4 -' I B. 3.4 I I I I I I t t t I a t I I ! I 3.05 3.06 A. Adjust Work under provisions of Section 01700. B. Adjust hardware for smootlr operation. PROTECTION OF FINISHED WORK A. Protect furished Work under provisions of Section 01500. B. Do not permit adjacent Work to damage hardware or finish. HARDWAREMATERIALS SCHEDT'LE I{W SET- 0l - Each opening to have: IEA EA DOORBOTTOM 234APK EA MARBLE BYOTHERS THRESHOLD General: l Hardware supplier shall veriS all lock functions with Owner prior to ordering material. 2. Prior to final irxpection, the Installer, accompanied by dre representative of the latch and lock manufacturer, shall return to the project and inspect hardware to irsure proper function of doors and hardware. Consult with and insruct Owner's personnel in recommended additions to the maintenance procedures, Replace hardware items that have deteriorated or failed due to faulty design, materials or installation of hardware units. Prepare a written report of current and predictable problems in the performance of the hardware. 3. Contact Alpine Builders Hardware (970') 9267233 for pricing of custom hardware. Manufacturers i (IIAR) Hardware Renaissance (HER) Heritage Hardware (HAG) Hager @EM) Pemko (IVE) Ives (RKY) Rocky Mountain Hardware (BYO) By Others l. Hardware supplier to coordinate hinge width with door and frame supplier. 2. Door stop finish to match loclaet and latchset. Coordinate location of doorstops with Architect and Interior Designer. EA HINGE BBI279 4.5X4.5 693 HAG EA ENTRYLOCKSET HH44IXHE-6OIWHL-IOIML HAR HARDWARE WORKS HARP HANDLE WHE-60 I ESCUTCHEON AND VERONA LEVER, HOT WAJGD PATINA FIJLL MORTISELOCK KERF-IN STOgDHEADANDJAMBS(COORDINATE DK3 PEM WEATIIERSTRIP WITHFRAMEMANI.JFACTI.JRER,DELETE IF FTJRMSHED WITH FRAME)I I PEM BYO Gore Creek Residences - Residential Vail, Colorado 03 January 2005I Door Hardware 0E710 - 5 HW SET- 02 - Each opening to have: 1279 4 X4 HE-602 WHK-75I PR PRIVACY TUBULAR LATCH WHE.6O2 AND HK-75I FORGED KNOB. HOT WAXED PATINA I EA BASEBOARDSTOPDSIOI (WHEREREQUIRED) HW SET- 03 - Each opening to have: 6 EA HINGE 12794X4 2 EA SINCLE DTJMMY HE-602 WHK.75I SD SINGLE DLJMIv[YWHE-602 AND HK-75 I FORGED KNOB, HOT WAXED PATINA 2 EA ROLLERCATCHES 3358 HW SET- 04 - Each opening to have: All hardware by dumbwaiter rnanufacturer HW SET- 05 - Each opening to have: All hardware by sliding door manufacturer. HW SET- 06 -EACH OPENINC TO HAVE: HINGE 12794X4 PASSAGE SET HE-602 w/HK-751 PP PASSAGE TUBULq,R [.A,TCI{ WHE-602 AND HK-75 I FORGED KNOB, HOT WAXED PATINAI EA BASEBOARDSTOPDSIOI (WHEREREQURED) HW SET- 07 - Each opening to have: I I t I I t I I I I t 7 I I ! I I I I l9 J I 3EAIEA 3EAIEA IEA IEA 2EA EA HINGE EA PRIVACY LOCKSET 693 HAG IIAR RKY HINGE DEADBOLT ENTRY 12794X4NRP HE-6OI X HE-6OI WHL-IOI DB/TL LEVER X LEVERKEYED ESCUTCHEON ENTRY SET WVERONA LEVER, HOT WAXED PATINA, ENTRY DEADBOLT/TUBTJLAR I-.A,TCH KEM-IN SIO9D HEAD AND JAMBS (COORDINATE WEAT}IERSTRIP wlTH FRAME MANI.JFACTTJRERDELETE IF FI.JRMSHED WITH FRAME) 693 HAG I{AR 693 HAG HAR RKY 693 }IAG HAR DKB PEM PEM BYO IEA I EA DOORBOTTOM 234APK I EA MARBLE BY OTIIERS THRESHOLD HW SET- 08 - Each opening to have: 2 EA BI-PASS gIIO(LENGTHASREQIJIRED) HARDWARE 2 EA FLUSHPULL 312 HW SET- 09 - Each opening to have: POCKET DOOR KIT963O EDGE PT]LL 23OB FLUSHPULL 312 I{AG BLK HER }IAG 19 TVE BI,I( HER Gore Creek Residences - Residential Vail, Colorado 03 January 2005 Door Hardware 08710 - 6 I t I t I T T I t HW SET- l0 - Each opening to have: 2 EA MULTIPOINT HE-6O6XHE.6O6WHL.1OI TRLEVERX HAR LOCK LEVER MI',LTI POINTTRIM WA/ERONA LE\IE& HOT WA)(ED PATINA (STJPPLIER SHALLCOORDINATE WTTH PATIO DOOR MANI.'FACTIJRER) Balancc of hardware by patio door Manufrcturer. EIYD OF SECTION I t I I l t I r Door Hardwere 08710 - 7 Gore Creek Rcsirtences - Recidential Vail, Colorado I 03Jenuary2005 I I U SECTION O88OO.} GLAZNG t I] PART 1 GEDIERAL I I.OI SECTIONINCLI]DESI'' , A. The Work includes, but is not limited to the following: t l. Insulating glass unie and glazing, and related accessories for windows and doors glazing. I 2. Minon and related accessories related to installation. t " t.OZ RELc,TED SECTIONS r A. Section 07900 - Joint Sealers. t B. Section 08212 - Stite ard Rail Wood Doors; Glazed wood doon and sidelites. ! C. Section 08620 - Clad Wood Window and Doors: Glazine in windows and doon. I r.o3 REFERENCES tt) A. ANSI 297 .l - Safety Performance Specifications and Methods of Test for Safety Glazing Used in t Buildings. B. ASTM C1036 - Flat Glass.r I C. ASTM C1048 - Heat-Treated Flat Glass - Kind HS, Kind FT Coated and Uncoated Glass. E D. ASTM Cl I72 - Laminated Architectural Safety Glass. I E. ASTM E283 - Test Method For Rate of Air l,eakage Through Exterior Windows, Curtain Walls and t F. ;; trr, - suuchrat performance of Exterior windows, curtain walls, and Doors by uniform Static Air Pressure Difference. G. ASTM E546 - Test Method for Frost Point of Sealed Insulatins Glass Units. H. ASTM E??3 - Test Method for Seat Durability of Sealed Luulating Glass Units. I. ASTM E774 - Sealed Insulating Glass Units. |. J. FcMA-GlazingManual. I- K. FGMA - Sealant Manual. I L. FS TT-s-01543 - Sealing Compound Silicone Rubber Base.I _ M. GANA (Glass Association of North America) - Glazing Manual. I N. ISGA (I-aminators Safety Glass Association) - Standards Manual. I t Gtazing I O. SIGMA - Sealed Insulated Glass Manufacnuers Association. 08800 - I Gore Creek Residences - Residential Vail, Colorado 03 January 2005 t.04 PERFORMANCE REQI.JIREMENTS A. Slatem to achieve continuity of building enclosure air barrier and vapor retarder with glass and , glazing material so fthis Section. B. Size glass to withstand dead loads, flood loads (where indicaed) and positive and negative wind loads acting normal to plane of glass as calculated in accordance with qplicable Codes and as measured in accordance with ASTM E330, and coordinated with applicable calculatiors for other Work C. Limit glass deflection to U2A0 or flexure limit of glass with full recovery of glazing materials, vhichever is less. SUBMITTALS Submit under provisions ofSection 01300. Product Data on Glass Tlpes: Provide strucnral, phpical and environmental characteristics, size limitations, special handling or installation requiremene. Product Data on Glazing Compounds: Submit chernica[ fimctional, and environmental characteristics, limitations, special application requirements. Identifi available colors. Samples: Submit tltee samples, 12 inches x 12 inches in size, ofeach tlpe of glazing. Manufacturer's Installation lrstnrctions: lndicate special precautions required. Manufacture/s Certificate: Certify that sealed insulated glass urits meet or exceed specified requirements. G. Where glass is incorporated into olher manufacnred items, provide information in the form of tanrplates, samples or Shop Drawings as requhed to assist other trades in preparing ilren Shop Drawings. H. Compatibility and adhesion test r€ports fiorn sealant Manuhcturer indicating that glazing materials were tested for compatibility and adhesion with glazing sealants. Include sealant Manufacturels interpretation of test results relative to sealant perforrrarrce and recornmendations for primen and substrate prcparation needed for adhesion. QUALITY ASSI.JRANCE A. Perfomr Wod< in accordlmoe widr FGMA Glazing Manuaf FGMA Sealant Manual and SIGMA for glazing installation methods. B. Comply with latest published recornmendations of Glass Association of North America (GAf.fA) - elezing lr,lanual. C. Provide safety glass complying with Al.lSI Zn.l ad testing requirerrents of 16 CFR Part I20l for Category II materials. l. Subject to compliance witb requirements, provide safety glass permanently mafted with certification label of Safety Glazing Certification Cormcil (SGCC) or other certification agency acceptable to authorities having jurisdiction. D. Engage only experienced glaziers who have completed glazing similar in material, desip. and extent Gore Creek Residences - Residential Vail, Colorado 03 January 2005 t t il I I t t t I 1 t 1 1 I 1 I t.05 c. A. B. D. E. F. r.06 I I Glazing 08800 - 2 II II - to that indicated for Project, with a rccord ofsuccessfirl in-service performance.I I.O7 QUAUFICATIONI I A. Manufichrer and Lstaller: Companies specializing in manufacturing and installation of ptoducts specified in this Section with minimum offive years ofdocumented experience. I B. Supplier: Glazing supplier shall have a thorough knowledge ofapplicable Codes for locations andI requirements of safety glass, and notify Architect of any discrepancies. There shall be no additional cost after award of Bid as the result of oversight by glazing supplier to meet I requirements ofapplicable Codes. t I.O8 ENVIRONMENTALREQUIREMENTS t A. Do not install glazing when ambient temperature is less than 50 degrees F.at B. Maintain minimum ambient ternperature before, during and 24 hours after installation of glazinga compounds.t I.O8 REGIJLATORYREQUREMENTS I A. Provide tempered safety gtass for hazardous locations where required by applicable Codes, whether or not indicated on Drawings. t l.lr cooRDrNATroN l' A. Coordinarc Work under pmvisirrs of Section 01040.r I B. Coordinate Work widr glazing frarnes, wall openings and perimeter vapor barrier to adjacent Work a l.t2 WARRANTY I|l A. Provide | O-par Mrnufachrer's waranty under provisions of Section 01700. I l. Non-depreciating wan"nty to provide for replacement of glazing and repair of surrounding !| materials due to defects caused by Manufacturer or irstallation procedure. PART2 PRODUCTS 2,OI MANUFACTI,JRERSI I I I I I A. Interpane - High Performance Glass. B. PPG - Glass Technology. C. Viracon D. Substitutions:UnderprovisiomofSection01630. 2.02 GI,C,SS MATERIALS A. Annealed Float Glass: ASTM C1036, Type I tansparent flat, Class I clear, Quality q3 glazing selec! l/4 incb thick unless odrerwise indicated or required. 08800 - 3 Gore Creek Residences - Residential Vail, Colorado 03 January 2005 . Glazing B. Tempered Float Glass: ASTM C1048, Kird FT firlly tempered, with horizontal tempering, Cordition A uncoated, Tlpe I nansparent flat, Class I clear, Quality q3 glazing select; conforming to ANSI 297.1; l/4 inch thick unless otherwise indicated or required. l. l,ocate identifying mark in an irronspicuous lower Ieft hand corner ofglass. C. Mirror Glass: ASTM 1036, Tlpe I uansparent flat, Class I clear, Quality ql mirror selecL l/4 inch thick, unles other,wise required. GLAZNG SEAI-ANTS A. Silicone Sealant FS TT-S-01543, Class A; single component; chemical curing; capable of water immersion without loss of properties; cured Shore A hardness of 15-25. Color to be selected by Architect from Manuhcturer's samples. B. Polyurethane Sealant: Single componed, chemical curing, non-bleeding, non-staining. Color o be selected by Architect fiom ManufachJrer's samples. GI"{ZN6 ACCESSORIES A. Glazing ChaDDel: Galvanized steel of suitable width and height for the glazing. B. Setting Blocls: Neoprene, 80 - 90 Shore A durometer hardness, length of 0. I inch for each square foot of glazing or minimum 4 inch x width of glazing rabbet space minus l/16 inch x height to suit glazing method and pane weight and area. Spacer Shims: Neoprerr, 50 - 60 Shore A durometer hardness, minimun 3 inches long x one half the height ofdrc glazing stop x thickness to suit application D. Glazing Gaskets: Resilient rubber compound, extruded shape to suit glazing charmel retaining slog black color. E. Glazing Tape: Closed cell polyvinyl clrloride foam, coiled on release paper over adhesive on two sides, maximum water absorption by volume of2 percent, designed for compression of25 percent to effect an air and vapor seal. F. Miscellaneous pieces as required for a complete and weather-tight insulation. FABRICATION A. Sealed Insulated Glass Units: l. Insulating glass units shall be fibricated using dual-sealed system consisting of two lights of glass, primary seal ofpolyisobutylene specifically manufachred for primary insulating glass seals, and secondary seal of two-part silicone insulating glass sealant manufactured by G.E., Dow-Corning, or accepted equal. Spacer frame shall be fabricated from aluminum filled with desiccant, and corners shall be ulaasonically soldered. l) Colon To be selected by Architect. Insulating glass units shall be manufactured by a licensee if IGCC (Irsulating Glass Certifi cation Council). t) Low-E at all Elevations: ASTM 8774 ard, E773; double pane with silicone sealant edge seal; outer pane of l/4 inch second surhce low-E coated glass, inner pane of l/4 inch clear color coated glass; puge interpane space with dry hermetic aiq total unit thiclness of3/4 inch. Gore Creek Rqsidences - Residential Vail, Colorado 03 Januarv 2005 t t I I 2.M I I t I I t I I I I 1 I I I b. Glazing 08800 - 4 I a PART3 EXECUTION,r I 3.01 EXAMTNATTON - A. Verify prepared openings under provisions ofSection 01039. I B. Veriff that openings for glazing are conectly sized and within tolerance. I C. Verii' that surfaces of glazing charmels or recesses are clean, free of obstructions that may impede a moisture movernent, weeps are clear and ready to receive glazing. - 3.02 PREPARATION f A. Clean contact surfaces with solvent and wipe dry. J B. Seal porous glazing channels or recesses with subsmte compatible primer or sealer. I C. Prime surfaces scheduled to receive sealant. I 3.03 GL-A.SS INSTALT-ATTON - DRy METHOD (PRTFORMED GI-AZING) A. Cut glazing gasket to length; install on fixed stop. Seal comers by butting and sealing junctions with I butylsealant. B- Place setting blocla at l/4 points with edge block no more than 6 inches from comers. I I C. Rest glazing on setting blocks and push against fixed stop with sufficient prcssu€ to attain full contact. I D. Install removable stops widrout displacing glazing gaskets, exert pressure for full continuous contact. I 3.M GI-ASS INSTALI.A.TION - WET/DRY METHOD (PREFORMED TAPE A}ID SFAI ANT) IIIt A. Cut glazing tape to length and set agairut perman€nt stops, 3/16 inch below sight line. Seal comers by butting tape and dabbing with glazing sealant. I I B. Apply heel bead of glazing sealant along intenection of permanent stop with frame usuring full perimeter seal between glass and fiame to complete the continuity of tbe air and vapor seal. I C. Place sefting blocks at l/4 points with edge block no more than 6 inches from corners. l D. Rest glazing on setting blocks and push against tape and sealant heel bead with sufficient pressure to anain full contact at perimeter ofpane or glass unit. I E. Install removable stops, with spacer strips irserted between glazing and appli€d stops, l/4 inch below sight line. Place glazing tape on glazing pane or unit v/ith tape l/4 irrch below sight line. I F. Fill gap between flazng ilfr stop with glazing s€alant to depth equal to bite of frame on glazing, but not morc than 3/8 irrch below sight line. I G' Hffii,H'.;jiJrff:T:Tfl:H""",:::tr' the stop and trre grazing' to uniform line' nush -- Glazing 08800 - 5 Gore Creek Residences - Residential Vail, Colorador 03 January 2005 I I T t I 3.05 CLEANING A. Clean Work under provisions of Section 01700. B. Remove gtazing materials &om fittish surfrces. C. Remove labels after Work is completc. D. Clean glass and adjacent $rrbces. PROTECTION OF FIMSHED WORK A. PrcEct finished Wort under provisions of Section 01500. B, After irsallation, mark pare with an X by wing removable plastic @e or paste. FINALCLEA}T A. Employ a profe*sional cleaning scrvicc to uash glass on both fices in each area of Project not mr€ than four days prior o date schedrled for inspcctions that ctablish Date of Substantial Cornpletion. Wash glass as recommended by glass Mamficturer. ENDOFSECTION Gore Creek Residences - Residential Veil, Colorado 03 Januan 2lX)5 3.06 t I I3.07 ,T I t I I I I I I I Glazing 08E00 - 6 I I spcrloNoe22ot poRTLANDcEMENTPLASTER(srucco) n I PARTI GENERAL I.OI SECTIONINCLUDES-, t A. The Work includes, but is not limited to fte following: t I . Integrally colored Portland cement plaster (3-coat) where "stucco" is indicated on Drawings.t i: Y;#"maT',[Hti]1;ll"ii::"';jl,H$#'iftrI;|ath as indicated on Drawings' 4. Casing beads at all exposed termination points ofPortland Cement plaster and where r 5. l'tr"f,',filffiffll'ilfflltllll*.1'S'il1;r work orother trades, which abur orj ^ rff:",;2i#,:#;#;Yff",m,w;:t"*':::speciftca,ions2 I I.O2 REI^ATED SECTIONS I A. Section 04400 - Stone Veneer.a B. Section 07220 - Air and Vapor Barrier. t C. Section 07900 - Joint Sealers. I D. Section 08212 - Stile and Rail Wood Doors. I E. Section 08620 - Clad Wood Windows and Doors- I F, Section09260-GypsumBoardSystems I I.O3 REFERENCES I A. ASTMcgl -Masonrycement.! B. ASTM Cl50 - Portland Cement. I C. ASTM C206-Finishing Hydrating Lime. I D. ASTM C897 - Aggregate for lob-Mixed Portland Cement-Based Plaste$. '- E. ASTM C926 - Application of Portland Cement-Based Plaster. I F. ASTM E I 19 - Test Methods for Fire Tests of Building Construction and Materials. I . G. PCA (Portland Cement Association) - Plaster (Stucco) Manual. I H. FS uU-B-790a - Vegetable Fiber Building Paper. I.O4 SUBMITTALSIrI A. Submit under provisions ofSection 01300. I B. Product Data: Provide data on plaster materials, characteristics and linritations ofproducts specified. r Porilend Cement Plaster 0g22A - | Gore Creek Residences - Residential r or";1"t"l";;t; ! t.06 1.05 C. Samples: Submit three samples, l2 inches x 12 inches in sizg illush'ating each finish, color and texhrre- D. Manufacturer's letter of approval of Applicator. QUALITY ASSI..IRANCE A. Perform Work in accordance with ASTM C926 or PCA Plaster (Stucco) Manual. B. Contractor shall provide for inspection services as required in this Section. QUALIFICATIONS A. Manufacturer and Applicator: Companies specializing in manufacturing and perfomring the Work of this Section with minimum five years docurrented experience. REGUI."{TORY REQIJIREMENTS A. Conform to ASTM E I | 9 and all applicable Codes for fue-rated assemblies. MOCK1JP A. Provide mockups ofplaster systems with accessories under provisions ofSection 01440. B. Consruct mockups as directed by dre Architect, illustrating surhce finish and texture. C. Approved nrcckups may NOT remain as part of the Work DEUVERY, STORAGE, AND HANDLING A. Deliver all materials to the jobsite in original, unopened containers or packages, with containers or packages clearly bearing the manufacturer's name, brand name, and other identi$ing information conforming to requirements of this Section. B. Storc ruterials in a dry location offthe ground in such a way as to prevent danage or intrusion of foreip matter. Materials that are, or become, damaged or otherwise unft for use during delivery or storage, shall be rernoved from thejobsite and replaced wift sound materials. l.l0 ENVTRoNMENTALREQUREMENTS A, Do not apply plaster when substrate or ambient ah temperahle is less than 50 degees F, or more than 80 degrees F. B. Maintain minimum ambient temperahre of50 degrees F during insallation of plaster and until cured. PART2 PRODUCTS 2.OI MANUFACTI.JRERS A. El Rey Stucco Company, lnc. B. ta Habra Snrcco - La Habra Products Inc. C. STO Finish Systems - Sto Corporation. Gore Creek Residences - Residential Vail, Colorado 03 January 2005 t t I T t t I I I ! T I I I T I 1.07 1.08 1.09 T I Portland Cement Plaster 09220 -2 -t I I D. Substitutions: Under provisions ofSection 01630. - 2.02 PLASTER BASE MATERTALS r A. Portland Cement ASTM C 150, Tlpe I or Tlpe II, standard. I B. Lime:ASTMC206,TypeS. I C. Sand: Clean, sharp, free of foam, salts, clay and other impurities, thoroughly screened and washed. I D. Water: Clean, fresh, potable and fiee of mineral or organic matter, which can affect plaster.I E. Admixtures: Kel-Crete, as manufactured by Kellert Industies; Tulsa, Oklahoma. I I F. Glass Fiber Mesh: Alkali resistant; Perma-Glas Mesh Type 207-A, as manufactured by Perma-Mesh Co. I 2.03 PIASTERANDFINISHMATERIATSI A. Stucco and Plaster: Proprietary, integrally colored cement plaster as selected fiom manufacturer's full range ofcolors and texture. I 2.04 FTJRRING AND I.A.THING I A. Support Framing: Galvanized metal Z-channel, as specified in Section 09260. - B. Metal lath: ASTM C847; expanded diamond mesh, galvanized; 2.5tb/sq ft when applied over r sheathing surhces..rt C. Wire Mesh: Self-firrring I inch galvanized steel, 20 gauge woven wire mesh I D. Comer Reinforcement: Formed expanded metal lath strips with 3 inch legs.|l _ E. Strip Mesh: Expanded metal lath, 3 inches wide.- I 2.05 ACCESSORIES A A. Control Joint Accessories: Formed steel; minimum 26 gage thick accordion profile, 2 inch expanded I metal flanges each side; galvanized finish. - B. Anchorage Methods: Nails, staptes, or other approved metal supports, of type and size to suit application, galvanized to rigidly secure lath and associated metal accessories in place. I I PART3 EXECUTIONiII3.OI EXAMINATION lrf A Veri$ surfrces and site conditions under provisions of Section 01040.I _ B. Commencement of Work by Applicator is acceptance of substrate. I 3.02 PREPARATTON t A. Protect adjacent surfaces from conlact with materials of this Section. a Portland Cement Plaster O922O - 3 Gore Creek Residences - Residential Vail, Colorado 03 January 2005 I Follow Manufactr.rrei's insEuctions for each material specified herein. 3.03 INSTALLATION - LATHING MATERIALS D. E. F. G. H. I. J. K, L. Application: Install lath over all substrates receiving plaster; weather lap edges 4 inches minimum. Fasten in place according to plaster Manufacturer's instructions. Flash windows ard doors to provide a waterproofseal benreen window and/or door flashing paper and building paper. l. Plaster subcontactor shall not install flashing exc€pt to install sill flashing at windows over lath paper to provide a shingle-fashion installation. Apply metal lath taut, with long dimension perpendicular to supports. Attach metal lath securely to shea0ring using wire hooks, and to metal supports using tie wire, at maximurn 6 inches on center. Continuously reinforce internal angles with comer mash, retum metal lath 3 inches from corner to form the anglc reinforcement; fasten at perimeter edges only. Place corner bead at external wall comers; fasten at outer edges of la0r only. Place srip mesh diagonally at comers of la$ed openings. Secure rigidly in place. Place 4- inch wide sFips ofmetal lath centered overjunctions ofdissimilar backing materials. Secure rigidly in place. Place casing beads at terminations ofplaster finish. Butt and align ends. Secure rigidly in place. Install metal access doors and rigidly secure in place. Install frames plumb and level in opening. Position access doors to provide convenient access to concealed work requiring access. Locate contol joints as indicated on Drawings, or as otherwise required. Attach control joints to lath before application of plaster. Do not cut lath behind control joints, Wire tie control joints to lath. Establish conrol and expansion joints with specified joint device. Notifo the Contractor when sealant is to be applied at all splices, intersectiors, and termination points of control joints, or where plaster teminates at adjacent dissimitar construction. Coordinate joint placement with other related Work. Install all accessories in a straight line, level, plumb, tsue and in such a manner as to permit plaster application to the required thickness. 3.04 PIASTERING All plastering Work, materials and related labor shall conform to requirements of ASTM C926 (plastering) and ASTM C1063 (lathing), and to the Codes and Regulations referenced herein. Mechanically mix plaster rnaterials at the jobsite for not more than six minules, or less than four minutes, before each use. Do not hand rnix except where small quantities are required using less than one sack ofPortland cement. Gore Creek Residences - Residential Vail, Colorado 03 Januarv 2005 B. c. I I I I I I I t I M. N. o. P. t I T I t I I t t I B. Portland Cement Plaster 09220 - 4 I t I I I I l I I I I I I I I I I I I I . When Portland cement plaster is machine-applied, provide equipment free from leaks ad in good mechanical condition. 2. When Portland cement plaster is machine-applied, a supply of cones measuring 2 inches x 4 inches x 6 inches shall be maintained at the jobsite for use by the Owner and Architect. Allowable maximum slump ofplaster, taken at the nozzle, shall not exceed 2-ll2 inches. C. Before mixing, add small amount of water and Kel-Crete to the mixer. Run mixer for short time then add cement and sand- D, Rod brown coat with a feather-edge; float to provide a true, level, even surface, without variations exceeding the specified tolerances. E. Portland cement plaster shall be a three-coat application applied to a minimum thickness of7l8 inch; texture, finish and color as approved by the Architect. l. Scratch Coat (F'irst Coat): a, Scrarch coat to consist ofone part Portland cement,3-l 12 to 4 parts sand, and two ounces of Kel{rete per sack of cement. Mix for not more than six minutes, durrp and apply to metal lath. Do not use lime or other admixhrres, b. After application, score scratch coat lightly in a horizontal direction only. Moist- cure with a fine fog spray mist ofwater applied to plaster when it has taken up, and as fiequently as necessary to compensate for evaporation ofmoisture from applied plaster, when weather conditions are conducive to rapid drying. c. Do not add any materials to the mix other than specified. d. Apply scratch coat to minimum 3/8 inch thickness, to key into, and to cover and conceal not less than 70% ofmetal lath. e. After application ofscratch coat, and imrnediately before application ofbrown coat, place glass mesh butterllies at the comers of all doors and windows to minimize restraint cracking. Self-adhesive backing permits placement before application of brorvn coat. Butterflies may be strips ofglass fiber mesh, four inches wide x eight inches long. 2. Brown Coat (Second Coat): a. Brown coat shall consist ofone part Portland cement,4 to lz parlis sand, and two ounces of Kel-Crete per sack of cement. b. Apply brown coat to bring thicloess of scratch and brown coats to a minimum of 3/8 inch. After brown coat has been applied, rod with featheredge and float; leave in a straight, level, true plane without blemishes or defects. c. Brown coat rnay be applied as soon as scratch coat has attained suffrcient rigidity to resist damage from application of brown coat (Alternate Method). d. Moist cure brown coat using a fine fog spray ofwater as often as required by weather conditions. Do not apply water with a direct sheam from the hose. I ) If using the Altemate Method, do not moist cure scratch coat. e. Apply glass fiber mesh arormd all penetration points of service lines, pipes, etc., through the plaster membrane. 3. Finish Coat (Third Coat): a. Apply primer on brown coat prior to furish coat application. b. Finish coat shall be integrally colored, acrylic base texhred wall coating. Apply first coat trowel tight, to a nanrral break such as comers, angles, screed, etc.; float uniformly. After colored plaster finish is dry, it shall be examined and approved by the Architect. There shall be NO color variation. c. Apply finish coat to bring all three coats to a minimum thickness of approximately 7/8 inch. d. Do not moist cure the finish coat. 4. There shall be no visible junchre rnarks in the finish coat where one day's work adjoins another; the day's work shall be stopped at a controljoint. Gore Creek Residences - Residential Vail, Colorado 03 Januarv 2005 Portland Cement Plaster 09220 - 5 F. Repairhg, pointing up, and patching of plaster shall be performed after work of other Sections is in place. Point up amund items abutting or extending through the plaster, to achieve a clean, sharp appearance at all such locations. 3,05 TOLEMNCES A. Maximum Variation From True Flatress: l/8 inch in l0 feet. 3.06 FIELD QUALITY CONTROL A. Provide field inspection by an independcnt company specializing in quality and finishing control for this gpe of work. B. Inspection costs shall be bome by tlrc Contmctor. 3.07 CLEANING A. Upon completion of work in this Section, rcmove all unused nraterials from the jobsite. During the course ofinstallation, promptly clean each completed area ofdebris ard plaster &oppings, and rernove from work area. B. Clean and rcpair all adjacent surfaces that are marrcd, stained or damaged in any way by work ofthis Section. C. kave all areas in a broom clean condition 3.08 PROTECTION OF FINISHED WORK A. Protect all completed plaster Wo* fiom damage duc to subsequent consfruction op€rations. ENDOFSECTION Gore Creek Residences - Residential Vail, Colorado 03 Januarv 2005 T I t T t T I I t t I T I I I I I I I Portland Cement Plaster 09220 - 6 I I sEcrIoNt)9260 GYPSI]M BOARD ASSEMBLIES 7. For specific plaster work within Residences, reler to "Interior Specifications'i I I.O2 RET.ATED SECTIONS I PARTI GENERAL ,r l.0l SECTIoN INCLUDES t A. The Work includes, bur is not limited to the following: ll -) I I I I I l. Interior shaftwall metal stud framine. 2. Gypsum wallboards. 3. Cementitious board. 4. Glass mal faced gtpsum sheolhing. 5, Taped and sanded joint treatnent. d, Acoustical iruulation and sealant. A. Section 06100 - Rough Carpentry. B. Section 06105 - Wcod Blocking ard Curbing. C. . Section 07213 - Batt and Blanket Insulation. D. Section 0?900 - Joint Sealers. E. Section 08 I l0 - Standard Steel Doors and Frames. F. Section 08212 - Stile and Rail Wood Doon. G. Section 08305 - Access Panels. H. Section 08620 - Clad Wood Windows and Doon. I. Section 10305 - Fireplaces and Flues: Installation ofcement board above fireplace hearth. I J. Division 15 - Mechanical:I I t I r.o3 REFERENcES A. ASTM C36- GpsumWallboard. I B. ASTM c79 - Gypsrun Shealhing Board. I Gypsum Board Assemblies I l. Sprinkler heads in ceiling system. 2- Air diffusion devices in ceiling system. K. Division 16 - Electrical: l. Light fixtures in ceiling and walls. 2. Fire alarm components in ceiling and walls. 09260-l Gore Creek Residences - Residential Vail, Colorado 03 January 2005 c. D. E. H. I. ASTM C442 - Gypsum BackerBoard orCore board. ASTM C475 - Joint Treatsnent Materials for Gypsum Wallboard Construction. ASTM C645 - Non-l,oad (Axial) Bearing Steel Studs, Runnen (Track), and Rigid Furring Channels lor 3"tew Application ofGypsum Board. ASTM C665 - Mineral Fiber Blanket Tbermal Insulation for Light Frame Construction and Manufacnred Horsing. ASTM C745 - Installation of Steel Framing Memben to Screw Attached Gypsum Board. ASTM C840 - Application and Finishing ofGpsun Board. ASTM C919 - Standard Practice for Use ofSealants in Acoustical Applications. ASTM C1002 - Steel Drill Screvn for &e Application of Glpsum Board. ASTM CI177 - Glass Mat Substrate lor Use as Sheathing I I t t T I T I I I I I t I J. K. L. I I I l.(X L05 M. ASTM E I 19 - Test Metlrods for Fire Test of Building Corxruction and Materials. /Y. ASTM 8497 - Practice for Installing Soundlsolating Gypsrun Board. O. GA-201 - Cpsum Board for Walls and Ceilings. P. GA-216 - Recommen&d Specifications for the Application and Finishing of Gypsum Board. A- GA600 - Fire Resisance Design Marnral. R UL - Fire Resisranc€ Directory. SYSTEM DESCRIPTION A. Base Framing Deflection Limits on 0re Following Uniform Live l-oads: l. Dumbwaiter shafts: 7.5 psf. SI,IBMITTALS A. Submit under provisiors of Section 0 I 300. B. Shop Drawings: Indicate special details associated with building structure and fireproofi"g. Product Data: Provide data on metal &aming, gypsun board,joint tape, and other accessories. Sarples: Submit three samples of 12 irrhes x 12 inches in size, illustrating ftiish and texnre. QUALTTYASSTJRANCE A. Perform Work in accordance with GA-20 I , GA- 2 I 6, and GA-600. B. Metal framing shall be isolated from building structure to prevent transfer of loading imposed by structural movement. Gore Creek Residences - Residential Vail, Colorado 03 Januarv 2005 c. D. 1.06 Gypsum Board Assemblies 09260 -2 I I' r I 'lt C. Perform acoustical sealant application work in accordance with ASTM C919. I D. Metal framing system shall conform to ICBO Report for stud gage and spacing for all wall I conditions. Contractor shall verifi required gage and spacing and modi! accordingly. I 1.07 QUALrFrcArroNS t A. Installer: Company specializing in performing the Work of this Section with minimum three years documented experience. B. Installer shall review and coordinate wi0r mechanical, plunbing and elecrical, and special systems wort requiring access units. There shall be no additional cost after award of Bid as the result of f oversight by Installer lo meet the required framing. ' l.o8 REcI.JI-AToRvREeIJIREMENTS f A. Conform to applicable code for fire rated assemblies as indicated on Drawings. Provide assemblies I listed by lIL, FM, or GA. I l.0e SEQUENCING t A. Coordinate Work under provisiors of Section 0 I 040. I B. Coordinate the Work with mechanical, plumbing and electrical, and special systetns work requiring I access units, I C. Coondinate installation ofcement board at fireplace bearth. I a PART2 PRODUCTS I 2.ot MANT.JFA.TT.JRERS A. Framing: l. Gold Bond Building Products, National Gypsum Company. 2. United States Gypsum Company, USG Corporation, 3. Dierich Industries. 4. G-P Gypsum Corporation. B. Glpsum Board: L Gold Bond Building Products, National Gypsum Company. 2. United States Gypsum Company, USG Corporation. 3. G-P G5psum Corporation. C. Substitutions: Under provisions ofSection 01630. , I 2.02 METALFRAMINGMATERIAIJ A. General: ASTM C645, GA-216, and GA-600; galvanized sheet steel, 20 gage thick minimum unless noted or otherwise required. General Contractor to veriry required gage and spacing with partition heights and deflection limits; modify as necessary. T I t I I GypsumBoard Assemblies I 09260-3 Gore Creek Residenc€s - Residential Vail, Colorado 03 January 2005 l. Shaft Wall System: Manufactwer's stan&rd profiles of 2-112 inch studs for fire- resistance rated assembly; consisting of'C-H" or "l" studs and appropriate tracks. Framing Accessories: ASTM C645; rnanufrcnrer's standard. Fasteners: ASTM C1002. D. Arrchorage to Substsate: Tie wirg nails, screws and other metal supports, of type and size to suit applicatioq to rigidly secure materials in plre. E. Adhesive: GA-216. MISCELI..A.NEOUS WOOD FRAMING A, Blocking and Miscellaneous Framing: Fire retardant tEated as specified in Section 06105. CYPSUM BOARDMATERIALS A. Standard Glpsum Board: ASTM Cj6; 518 inch thick unless otberwise indicated, maximum pennissible length; tapered edges- B. Fire Rated Glpsum Board: ASTM C36; ASTM El 19; fire resistive typ€, UL rated; 5/8 iDch thick unless otherwise indicated, maxirnum permissible length; apered edges. C. Gypsum Core Board: ASTM C442, one (l) inch thick, rnaximum permissible length; ends square cu! square edges. D. Gypzum Sheathing Board: ASTM C79; standard type, 5/8 irch thick, water resistant treated core, maximum permissible lengths; ends square cut, tongue and groove edges. E. Moisture Resistant Glpsum Board: ASTM C630; standard tj"e, 5/8 inch thich maximum permissible lengths; tapered edges. F. Cementitious Backing Board: ANSI l08.ll; high demity, glass fiber reinforced, l/2 inch thich maximum permissible lengths; ends square cut, smooth edges. G. Glass Mat Faced Gypsum Sheathing: ASTM CIl77; 5/8 inch thick "Dens-Glass Gold Fireguard, Type X' by Georgia Paci;lic; proide at underside of xlerior eave overhangs and as othenise requind or indicated on thc Drawings; ends quare cut ACCESSORIES A. Acoustical Insulation: Owens Coming fiberglass building insulatioq ASTM C665; preformed glass fiber, friction fit type, thicloess as indicated; R-l I, unfaced. 1. Sabgiutions: Under prcvisions of Section il $A B. Acoustical Sealant: Manufachrer's standard non-hardening, non-sag, gunnable, non-staining latex sealant recoqrrprded for sealing interior concealed joints to reduce transmission of airbome sound; complying with ASTM C834 and the following requirements: l. Product is effective in reducing airbome sound transmission through perimeter joints and openings in building construction as demonstrated by testing rEpr€{ienlative assernblies per Gore Creek Residences - Residential Vail, Colorado 03 Januarv 2005 B. c. I I I t I t2.04 I I t I I I I T I I t Gypsum Boerd Assemblies 09260 - 4 I t I ASTM E9O. 2. Product has flame spread and smoke developed ratings of less than 25 per ASTM E84. 3. Available Products: Subject to compliance with requirements, acoustical joint sealants that may be ircorporated in the Work include, but are not limited to, the following: a. Product Manuftchrer l) "AC-20 + Silicone" (use only for paintable application); Pecora Corporation. 2) *BA-98 Acoustical Sealant"; Pecora Corporation. 3) "Tremco Acoustical Sealant"; Tremco, Inc. Moldable Putty Pads: Fire rated; to completely cover back and sides of all boxes within acorstic walls. Metal Accessories: I . Comer Reinforcernent: GA 2l 6, Type C I I 8x I I 8, 3/4 inch round.2. Casing: GA 2 | 6, Trye LC. 3. Controljoint. Joint Mat€rials: GA-216; reinforcing tape, joint compound, adhesive, and vrater. Fasteners: ASTM C1002, Tlpe Sl2. Adhesive at Concrete: As recommended by gypsum board Manufacturer. Provide preparation of concrcte surface as recommended bv adhesive Manufachuer. PART3 EXECUTION 3.OI EXAMINATION A. Veri$ site conditions under provisions ofSection 01040. B. Verify that site conditions are ready to receive Work and opening dimensions are as insructed by the Manufacturer. C. Coordinate layout of framing with mechanical trades and interior elevations. la]rout lights, outlets, switches, grilles, etc., prior to framing to ensure proper location of these ilems in the finish walls and ceilings. 3.O2 STNFTWALLINSTALI-ATION A. Shaft Wall Framing: Maintain fire rated assemblies continuous and uninterupted to exterior wall to other fire rated assemblies, and from floor deck to floor deck, unless otherwise shown on Drawings. Install head tack at head to allow for deflection as per UL Fire Resistance Directory. B. Shaftwall Stud Spacing: 16 inches on center, unless notd or otherwise required. C. Provide shaft cants at horizontal projectiors over 2 inches in width within the elevator shafts. Install strips of glpsurn board or sheet metat at ?5 degree angle extending from projection up wall; screw to each stud. 3.03 ACOUSTICALACCESSORIESINSTAII.ATION Gore Creek Residences - Residential Vail, Colorado 03 Januarv 2005 C. D. E. F. G. t I I t t I I I I T I T I I l I Gypsum Board Assemblies 09260 - s I I I I I I t I T I t I I 3.M A. Place acoustical insulation in partitions where indicated. Place tight within spaces, around cut opanings, behind and around electrical and mechanical items within or behind partitions, and tight to items passing through partitions. B. Install acoustical sealant within partitions receiving acoustical insulation in accordance with Manufacnrrcr's irstructions and per ASTM C919. l. Ffu€ seal and caulk all penetratiors of partitions by structure, conduit, pipe, drtworlq rough-in boxes, and other components. 2. Glpsum panels: Base lapq seal all perimeter joints. When sealing joints, hold back gpsum board l/8 inch to l/4 inch from adjacent surfaces and seal remaining gap airtight with acoustical s€alant. Pmvide fire rated sealant where indicated or required. 3. Seal all penetrations of partitions by conduit, pipe, ductworlg rough-in boxes, strrLrctural elernents and otber components. 4. Seal all large penetrations (greater that l0 square inches) by packing low density fiberglass around the p€netrating element for the full depth of the penetration and seal both sides of the partition with acoustical sealan! firestop sealant orjoint compound. 5. Use moldable putty pads to completely isolate rougb in boxes at areas where back-to-back boxes are not separated by one full stud cavity, locations subject to review by Architect. C. Framing: Use a double bead ofsealant at contact areas ofall intersecting walls, floors and ceilings at dwelling unit corridor walls, dernising partition and shafts. GYPSI,JM BOARD INSTALLATION A. Gypsum wallboard to run continuous wilhout intemrption at intermediate partitions, at all acoustically rated partitions, without exception B. Install gl?sum wallboard in accordarre with ASTM E497, GA-201, GA-216, and GA-600. C. Erect single layer standard gpsum uallboard in most economical direction, with ends and edges occurring over firm bearing. D. Erect single layer fire-rated gpsum wallboard vertically, with edges and ends occuring over 6rm bearing. E. Erect exterior gypsum sheathing horizonally, with edges butted tight and ends occurring over firm bearing. F. Use screws when frstening gypsum unllboard to netal firring or wood Faming. Attach cenrentitious board to framing as per manufacnrrer's recommendation Multi-Iayer Appl ications: l. Use gpsum backing board for first layer, placed parallel (vertical) to framing or furring members. Use fire rated gpsum-backing board for fire rated partitions. First la)€r to b€ firlly taped, filled and acoustically sealed with first layer ofjoint featnent. 2. Secure second layer to first with adhesive and sufrcient upport to hold in place. 3. Place second lapr perpendicular (horizontal) to first layer. Oftet joints of second layer from joints of first layer. Place and install additional layers as necessary to irstructions ofsecond layer. Screw second layer to stud framing. Amustically seal entire perimeter. Gore Creek Residences - Residential Vail, Colorado 03 Januarv 2005 I I I I I 4. 5. 6. Gypsum Board Assemblies 092il -6 II t H. Erect exterior gpsum soffit board and glass motfaced ppsum sheothingperpendicular to support, I with staggered end joints over supports. I I. Place control joints consistent with lines ofbuilding spaces as directed. rr J. Place corner beads at extemal comers. Use longest practical length. Place edge trim where gypsum wallboard abuts dissimilar materials or stops with edge exposed; except where full-height partitionr ffififfi",:ffiT:j*:";.fr*f.::llJi*.,i:11,n:1ffi;H,:?TL[1"'"* r/8-inch 1 3.05 JOTNTTREATMENT A. Tape, fill, and sand exposed joiils, edges, and comers to produce stnooth surface ready to receive finishes. |r B. Fire hpe and fill all joints in tayers behind finish layers. I C. Feather coac onto adjoining surfaces so that camber is maximum ll}2'urc,h. I il D. ::"#;f"-"0 sealant or fire safng as required to maintain a continuous, uninterupted fre rated tt 3.06 ToLERANCES I A Maximum Variation of Finished Gypsum Board Surface from True Flatness: l/8 inch in l0 feet inr anY direction. I 3.47 TEXTTJREFTMSHIA. Verifu that surfaces are clean, dry and smooth- I B. Prepare and prime or seal surfaces in accordance with Manufacturer's instructions.'r C. Mix and apply texrure finish in accordance with Manufacturer's instructiorx to produce uniform I textue matching Interior Designer's approved mmple.lII D. Apply to avoid indication of application pattem. I E. Apply texture coating to gpsum wallboard surhces indicated or scheduled.I F. Rernove texture drippings and overspray from adjacent sur6ces where inadvertently applied.t I G. Prevent texture finish from coming in contact vr/ith other surfaces. I r ENDOF SECTION II r I Gypsum Board Assemblies 092ffi - 7 Gore Creek Residences - Residential - Vail, Colorado 03 Januarv 2005 r r I sEcrroNoe3ooI FLooRTILES I I' PARTI GENERAL .- I.OI SECTIONINCLUDES f A. The Work includes, but is not lfunited to tbe following: t l. Ceramic, quarry and stone tile fnishes on wall, floor, and base using thin set and rnortar b€d I application methods, as indicated on Drawings. 2. Ceramic, quarry and stone tile finisbes associated with custom caseurorh using thin sel application metbod. I 3. Subfloor underlaynrenL 4. Mortar and grout I t.oz REL.{TED sECTToNSI A. Section 03300 - CasFln-Place Concrete. I B. Secfion 06410 - Custom Casework I C. Section 07900 - Joint Sealers. f D. Section 09260 - Gypsum Board Systems. I E. Section | 0800 - Toilet and Bath Accessories. I F. Division | 5 - Mechanical: Plumbing Fixhres. I r.o3 REFERENCES! A. ANSI A108.I - Installation of Cerarric Tile with Portland Cement Mortar. I B. ANSI A108.3 - Quarry Tile and Paver Tile Installed with Portland Cement Mortar. I C. ANSI A108.4 - Insallation of Ceramic Tile with Organic Adhesives or Water Cleanable Tile Setting I EpoxyAdhesive. D. ANSI A108.5 - Installation of C€ramic Tile widr Drv-Set Portland Cement Mortar or l-atex PortlandI Cement Mortar. - E. ANSI A108.6 - lnstallation of Ceramic Tile with Chemical Resisant, Water Cleanable Tile Setting - and Grouting Epoxy. - F. ANSI Al08.l0 - Installation of Grout in Tile Work. I ..: G. ANslAll8.l-Dry-SetPortlandcementMortar. H. ANSI All8.3 - Chetdcal Resistant, Water Cleanable Tile Setting and Grouting Epoxy and Water I Cleanable Tile Setting Epoxy Adhesive. a . I. ANSI A | | 8.4 - Iatex-Portland C-ement Mortar. - Floor Tiles 09300 - f Gore Creek Residences - Residential Vail, Colorado I 03 January 2005 IIt J. ANSI AI 18.6 - Ceramic Tile Grous. K. ANSI A | 36. I - Oreanic Adhesives for Installation of Ceramic Tile. L. ANSI Al37.l - r; Specifications for Ceramic Tile. M. TCA (Tile Council of America) - Handbook for Ceramic Tile Installation. I.O4 SI,JBMITTALS A. Submit rmder provisiom of Section 01300. B. Shop Drawings: Indicate tile layout starting point, patterns, color arangemen! perimeter conditions, junctions widr dissimilar materials, contol and expansionjoints, thresholds, ad setting details. C, Product Data: Provide irsructions for rsing adhesives and grouls. D. Samples: Mount tile and apply grout and sealer on two pllryd panels, 24 inches x 24 inches in size, illusrating each pattern, color and finish variations, and grout joint size variations. E. Manufacnrer's Certificate: Certiff that ProducB meet or exceed specified requirements. F. Provide Manufrcnrer's literaturc on proposed cleanent and sealers. G. Provide additional Samples to other trades of tiles to be incorporated into their Wotk Tiles are to be supplied ard installed under this Section, but must b€ coordinated with other Sectiors to ersure that all Work is properly prepared. I.O5 OPERATION AND MAINTENANCE DATA A. Submit under provisions of Section 01730, B. Maintenance Data: Include recommended cleaning rnethods, cleaning maErials, stain removal methods, and polislres and waxes. 1.06 QUALTTYASSTjRANCE A. Perform Work in accordance with ANSI A137. |, B. Confonn to TCA Handbook and refercnced ANSI Al08/Al l8 Series. 1.07 QUALIFTCATIONS A. Manufacturer: Single source rcsponsibility company specializing in manuhcturing ceramic tile, quarry tile, trim units and dtresholds with five years minimum experience. B. Installer: Company specializing in performing the Work of this Section with minimum five years documented experience. I.O8 MOCKI.JP A. Provide mockup under provisions ofSection 01440. B. Constuct floor and wall ceramic tile and quarry tile mock-ups, each approximately 4 fea x 4 feet, with backer board, cleavage membrane, waterproofing finish grout and specified accessories. Gore Creek Residences - Residential Vail, Colorado 03 Januarv 2005 I I I I ,l I I I I I t T I I I t t I I Floor Tiles 09300 - 2 1.09 t.t0 t I I I I C. t ocate where directed by Architect D. Approved mockups may remain as part of the Work. PRE-INSTALI,/4,TION CONFERENCE A. Convene three weeks prior to commencing Work of this Section. Tile Subcontractor, General Conbactor, Owner, Architect, Interior Designer and Setting Materials Representative to be present. DELIVERY, STORAGE AND }IANDLING A. Store ceramic tile and installation system materials in a dry location; prevent chipping, breakage and contaminatiorL B. Protect latex additives, organic adhesives and epoxy adhesives from freezing or overheating in accordance with Manufacn[er's instuctions; store at room temperature when posible. E}N/IRONMENTAL REQIJIREMENTS A. Do not apply adhesive in an unventilated environmenl including venting temporary heaEls to the exterior to prevent carbon dioxide damage to installation mortars, adhesives and grouts. B. Maintain ambient temperatures between 5G | 00 degree F during insallation and for minimurn 7 days after completion. Protect Wor* from damage by other trades. Verifu substrate, ambient and material at least 37 degree F for installation ofl-atex Portland cement mortars. Protect Portlard cernent based mortars and grouts until cured to prevent prematwe evaporation of moisture. Maintain surface beween 60 degree F to 90 degree F during installation ofepoxy mortars and grouts. WARRANTY A. Contsactor warrants Work of this Section to be in accordance with Contract Documents and free fiom faults and defects in materials and workmanship for a period of 5 years. This special u/arranty exterds the period of limitations contained in tbe General Conditioru. Cormtersigr warranty by Lstaller and Manufacturer. B. Manufacturer of installation systerns, adhesives, grouts and mortars shall provide a comprehensive non pro-rated written five year Warranty against defective products which covers replacement materials and labor costs for derrolition, tile accessories and installation systerns. Have the Warranty corurrcrsigned by the Installer and Manufachrer. MAINTENANCE A. Submit recommended maintenance including cleaning methods and solutions, stain removal methods, polishes, and waxes under provisions of Section 01730. EXTRAMATERIAL A. Furnish under provisiors ofSection 01700. PRODUCTS I I I T I I I I I I I I l.l I t.t2 t I l.l3 l.t4 PART2 2.OI TILE MATERIALS Floor Tiles Gore Creek Residences - Residential Vail, Colorado 03 January 2005 09300 - 3 A. Type: As scheduleA rn olnteior Specifcations". B. All tile to be supplied with cove base trim and all miscellaneous comers (irside and outside) as may be required for a complete job, unless scheduled or noted otherwise. 2.02 MORTARANDGROUTMATERIAIS A. Thin-Set Mortar: laticrele Internalional, lnc. Laticrete 2ll Crete Filler Powder with Laticrete 4237 Larex T\in-set Mortar Additive. B. Thick-Sel Mortar Laticrete Intenrational, lnc. I'aticrete 226 Thick Bed Mortar Mix with Laticrete 3701 Mortar Admix. C. Wall Grout: I:ticrete International, Inc. Laticrete Dry-set Wall Grout with Laticrete 1776 Grout Admix PIus. l. Color: As selected by Architect and lnterior Designer iom Manufachrrer's firll range of color. D. Floor Grout I:ticrete lntemational, Inc. l-aticrete Flmr Grout and Joint Filler with Iaticrete 1776 Grout Admix Plus l. Color: As selected by Architect and Interior Designer from Manufacturer's full range of color. 2.03 ACCESSORIES A. Subfloor Underlavment: l. Cementitious board, l/2 inch thick. 2. Plywood, l/2 inch thick APA CDX or better or as necessary for appropriate floor build up achieving a smooth finish floor transition. B. Membrane: laticrete International. lnc. [aticrete Blue 92 Anti-fractue Membrane. C. Control Joint Materials: Sealant and accessories as specified in Section 07900. D. Sealer: Colorless, slip, stain, and mildew resistant which ri'ill not detrimentally affect tile, grout, and adjacent Work. Veriff with tile and grout manufacnrrer for compatibility. I T I t I I I t I t I T I I I I t I I L ProSoCo, Inc. 2.04 MORTARMIXANDGROUTMIX A. Mix and proportion pre-mix mortar ard grout instructions and TCA Handbook. PART3 EXECUTION 3.OI EXAMINATION A. Veriff subsrate under provisions ofSection 01040. B. Verifo that surfaces are ready to receive Work materials in accordance with manufachrrer's Gore Creek Residences - Residential Vail, Colorado 03 Januarv 2005 Floor Tiles 09300 - 4 T I I I I I t I I ! I I I I I 3.02 PREPARATION A. B. c. D. Protect surrounding Work from damage or disfiguration. Vacuum clean surfaces and damp clean, Seal substrate surface cracks with filler. kvel subst'ate surfaces to acceptable flaoless tolerances for adhesive applied tiles. Allowablc Substrate Tolerances: Adhesive Method: L Maximum Variation in Substrate Surfrces: l/8 inch in 8 feet, non-cumulative. 2. Maximurn Height of Abrupt Inegularities: ll32 inch. If there are cracks, or if cracks may dwelop in any of the concrete subsfates, prereat with hticrete Blue '92 (9235) Anti-Fracture Membrane. Where floors need to be waterproofed, apply laticrete 9235 WaterprooflAnti-Fracture Membrane. All tile and stone installations to have expansionjoints rneeting TCA EIlTl-98. Contactor to meet I-aticrete requirernents to obtain Laticrete's five year Labor and Material Guarantee. If a floor needs to be made flat oi level, apply the Laticrete 226 Mortar Powder mixed with Laticrete 3701 Mortar Admix to fill, flatten, or level, using it as a mortar bed or an underlaymenL Follow the above procedures for installing tile (the 9235 Membrane would now go on top of the underlayment). Iiyout: l. Determine location of control and expansion joints. 2. Minimize pieces less than one-half size. 3. Locate cuts to be inconspicuous. 4. Review layout with Architect and Interior Designer prior to comrnencing Work. INSTALT/,TION Install mortar, tile, thresholds and grout with control and expansion joints in accordance with manufrcturer's instructions and TCA Handbook Install waterproof membrane in accordance with manuhchrrer's insfuctions and TCA Handbook Tile Installation: Install tiles with appropriate mortar for tlre condition. [,ay tile to panern indicated, as approved by Architect and Interior Designer. Do not intemrpt tile pattem tftrough openings unless shown otherwise on Drawings- Allow minimum of l/2 ftll size tile at perimeter condition, unless shown otherwise on Drawings. Place thresholds and edge strips at locations indicated. Cut and fit tight to penetrations through tile. Form comers and bases neatly. Alignjoints. Place tile joints uniform in width, subject to variance in tolerance allowed in tile size. Make joinrc E. F. G. H. L 3.03 B. c. D. I I T I E. F. G. Floor Tiles Gore Creek Residences - Residentid Vail, Colorado 03 Jenuarv 2005 09300 - 5 I I I 3.05 3.04 watertight, without voids, cracks, excess mortar, or excess grout. H. Sound tile after setting. Replace hollow sounding ulits. I. Keep expansion atrd control joints free ofadhesive or grout. J, Allow tile to set for a minimum of 48 hours prior to grouting. K Grout tile joints. L. Apply sealant to concol joints, junction of tile and dissimilar materials, and junction of dissimilar planes. CLEANING A. Clean Work under provisions of Section 0 I 7fi). B. Clean tile and gout surfices; seal all tiles after cleaning. PROTECTION OF FIMSHED WORK A. Protect finished Work rmder provisions of Section 015fi). B. Do not permit rafrc over fnished 0oor srface for 4 days after installation. ENDOFSECTION Gore Creek Residences - Residential Vail, Colorado 03 Januarv 2005 I I I I I I ! I T I I I I I T I Floor Tiles 09300 - 6 I I t sgcrloNo9632-I STONEFLOORING I PARTI GENERAL I.OI SECTIONINCLI,JDESI I A. The Work includes, but is not limit€d to the following: I l. Stone flooring and underlayment. I 2. Morar bed application and joint pointing. I,O2 REI.ATEDSECTIONSI I A. Section 03300 - Corrcrete Floor Finishing: Troweling of floor slab for stone flooring application. I B. Section 07900 - Joint Sealen. I I.O3 REFERENCES I I B. ANSIAllS.l - Dry-Set Portland Cement Mortar. (Not published separately). I C. ANSI Al 18.3 - Chemical Resistant, Water Cleanable Tile-Setting and Grouting Epoxy and Water t Cleanable Tile Settirg Epoxy Adhesive. (Not published separately). t D. ANSI A136.l - Organic Adhesives for Installation of Ceramic Tile. (Not published separately). I E. TCA (Tile Council of Arnerica) - Handbook for Ceramic Tile lnstallation. I.O4 SIJBMITTAIS I A. Submit under provisions of Section 01300,t ' B. Submit stone supplier's installation instsuctions. f C. Product Data: Provide insructions for using mortar and grout. r D. Samples: t l. Submit four samples ofstone in actual size illustrating texture, finish and color variation. 2. Submit actual samples of grout illustrating color range. I I.O5 OPERATIONAND MAINTENANCE DATA I A. Submit under provisions of Section 01730.ir ' B. Maintenance Data: Include recommended cleaning methods, cleaning materials, slain removal methods, and polishes and waxes. t C. Include list of liquids knoum by stone fabricator to be detrimental to appeamnce of stone fmish. t 1.06 OUALITY ASStiRANcE I Stone Flooring 09632-l Gore Creek Residences - Residentiat Vail' Colorado I 03 January 2005 t A. Perfonn Work in accordance wi0r TCA Handbook for instructions applicable to mortar bed and grouting. B. Installer Qualifications: Company specializing in perforrning the Work of this Section with minimum of five years documented experience. C. Sealant compatibility: Have sealant manufacturer test sealants for compatibility with stone using sanples provided. Test for adhesion and staining. 1.07 MocKuP A. Construct mockup 4 feet x 4 feet with grout, and specified accessories. B. I-ocate where directed by Architect and Interior Designer. C. Approved mockup may remain as part of the Worlc I.O8 PRE-INSTALI-ATIONMEETING A. Convene one week before starting work of this scction. I,O9 EMryRONMENTALREQUIREMENTS A. Do not install stone material until concrete is cured and ready for insallation. B. Maintain 50 degrees F for period of 48 hours before delivery, during and after installation of flooring materials. I.IO EXTRAMATERIALS A. Provide 5 sq. ft ofeach size, color, and surface finish ofstone flooring specified. I.II WARRANTY A. Submit under orovisions for Section 01740. B. Provide one year warranty on irstallation and replacement of same. PART2 PRODUCTS 2.OI STONE MATERIATS A. Type: Colorado Buff. l. Size: 3/4 irrch thich random as shown on Drawings. 2.02 MORTARANDGROUTMATERIALS A. Thick-Set Mortar: hticrete lnternational, Inc. Laticrete 226 Thick Bed Mortar Mix with Laticrete 3701 Mortar Admix. B. Crout: laticrete Intemational. lnc. hticrete Floor Grout Joint Filler with Laticrete 1776 Gout Admix Plus. Gore Creek Residences - Residential Vail, Colorado 03 January 2005 T I I t I I I I I I I T I I I t I I I Stone Flooring 09632 -2 I I 2.03 ACCESSoRY MATERTALStA. Membrane: laticrete Intemational. Inc. l:ticrete Blue 92 Anti-fracn're Membrarr. t B. Control Joint Materials: Sealant and accessories as specified in Section 07900. r C. Cleaner: Recommended by stone producer and grout Manufacturer that will not hafm slone,joint materials, or adjacent surfaces.r D. Sealer: Colorless, slip and stain resistant that will not detrimentally alfect stone and adjacent- work. -- 2.M MoRTARANDGRoUTMIX I A. Mix and proportion pre-mix setting bed and grout materials in accordance with Manuficturer'sI inseuctions and TCA Handbook. I B. Add mortar color in accordance with Manufacturer's instructions. Conrol uniformity of mix and I coloration. ,l PART3 ExEcurroNI 3,OI EXAMINATION t A. Verifo that substrate ruider provisions of Section 01040. D Veri$ that surfaces are ready to receive work.I I 3.02 PREPARATT.N I A. Protect surrormding work from damage or disfiguration. I B. Vacuum clean surfaces; damp clean stone. I C. Seal substrate cracla with filler. kvel existing substrale surfaces to acceptable flabress tolerances.t D. Clean stone prior to installation, with edges and surfaces free ofdirt or foreigl material- I E. Do not use wire brushes or implements that mark or damage exposed surfrces. . 3.03 INSTAII-ATION ' A. Install stone with appropriate mortar in accordance with manufacturer's irstnrctions. I B. Cut and fit stone units to panem as shown on Drawings and approved mockup. Fit tight to I penetrations, leaving sealant joint space. Ensure finish t-im will cover cut edges. Form comers neatly, I C. Maintain joint wi dth of 3l inch maximum, subject to variance in tolerance allowed in stone unitr size. Make joints watertight, without voids, cracks, excess mortar or excess grout. I D. Maintain joint w idfr't of 1A inch where abutting vertical surfaces or protsusions. I E. Sound test the units after sening. Replace hollow sounding rmits. - ! Stone Flooring 09632 -3 Gore Creek Residences - Residential' Vail, Colorado - o3 January 2fi)5 I F. Keep expansi6ll and control joints free ofmortar or grout. G. Allow setting materials to cune prior to grouting. H. To accommodate joint grout, rake out joints ll4lo38 inch. Grout joints. Pack and work into voids. Neatly tool surface to a concave joint. I. Seal joints between stare work and other Work with sealant. 3,O4 CLEANING A. Clean work under provisions ofSection 01700. B. Clean stonc and grout surfaces with cleaner; seal with sealer. 3,05 PROTECIIONOFFIMSIIEDWORK A. Protect finished Work under provisions of Section 01500. B. Do not permit tmffic over fnished floor surhce for 4 days a0er installation. ENDOF'SECTION I I I t I I I ! I I I I I I I t T t I Gore Creek Residences - Residential Vail, Colorado 03 Januarv 2005 Stone Flooring 09632 - 4 I I *#*'sglrsk^" - I PARTI GENERAL I.OI SECTIONINCLTJDES f A. The Work includes, but is not limited to the following: I l. Wood flooring on plywood sub.floor. I 2. Surface finishing. - I.O2 REI..A.TED SECTIONS r A. Section 03300 - Cast-In-Place Concrerc. I B. Section 07190 - Vapor Retarder. I C. Division 15 - Mechanical. I l. Plumbing pipes. D. Division 16 - Electrical: I l. Lightfixn'es in floor. 2. Electrical, phone and cable devices in floor. I r.o3 srrBMrrrArr I A. Submit under provisions ofSection 01300. I B. Submit shop drawings indicating floor joint pattern and termination details. I C. Submit Foduct data for lloor finish materials. I D. Submit four samples 24 inch long of tongue and groove flooring in size illustrating plank widtll finislr, color, and sheen. ' E. Submit MFI{A certificate under provisions of Section 01400 tlat products meet or exceed specified requirements. I F. Submit manuficilrer's MFMA installation insfuctions under provisions of Section 0 I 3ff). I 1.04 QUALITYASSIIRANCE A. Perform Work of this section in accordance with type of wood floor manufacturing association. I B. Maintain one copy of each document on site. . 1.05 QUALIFICATIONS I A' #*:TtT8*n$;Tffir*,X"1X1,1,'i.T,ffii"i"##insrarinstheproducrs I t Hardwood Flooring 09640- l Gore Creek Residences - Residentialr 'r";*.,1$;t3I I,06 REGT]I^ATORYREQTIIREMENTS A. Conform 10 applicable code for flame sprcad rating of finished floor surface. I.O7 DELIVERY,STORAGEAND}TANDIJNG A. Deliver, store and protect products to site under provisions ofSection 01600. B. Protect material from moisture during shipnent, storage and handling. C. Do not deliver wood flooring until wet construction work is completed, building is fully closed in and ambient temperature and relative humidity has been stabilized. D. Store wood flooring in the space for a minimum period of 14 days to allow Products to acclimate before installation. E. Protect Work tom moisture dannge. 1.08 EI.I\TIRONMENTALREQT'IREMENTS A. Provide permanent heat, light, and ventilation prior to installation. B. Maintain minimum rcom temperature 65 degrees F and relative humidity level of 20 - 30% for period of three days prior to delivery ofmaterials, during and after installation. I.O9 WARRANTY A. Subrnit under provisions ofSection 0l?40. B. Provide five par warranty on installation ard replacenrent of same. PART2 PRODUCTS 2.OI MATERIAIS A. Species and Crade: As scheduled n "Interior Specifrcations'-. l. Tongue and groove, random widdl 2. Species and grade stamp€d on unde$ide ofeach piece. 2,42 ACCESSORIES A. Plywood Sub-floor: 3/4 inch thick, APA CDX or better grade. B. Sub-floor Filler: Premix latex cementitious 4pe, as recomended by adhesive manuhcturer. C. Nails: Tlpe recommended by flooring manufacturer. D. Wood Filler: Granular Cork Filler. E. Expansion Joint Filler: Corrpressible t5pe, blacl to be flush with to'p of finish flooring. F. Vapor Retarder: Franklin, Hydro BARRIER III Systern membrane (800-3474583). Gore Creek Residences - Residential Vail, Colorado 03 Januarv 2005 I I I I I I I I I t I I I I I t I I I Herdrvood Flooring 09640 -2 G, B. c. D. 3.04 I I I I I I I I I I I I I I I I I I I Finishes: t. 2. PART3 EXECUTION 3.OI EXAMINATION 3.02 PREPARATION Stain: Penetrating type, Okon, Inc., Deck Stain OK 132, number of coats to be determined by Architect and Interior Desigrer to achieve the desired effect. Sealer: Urelhane, satin; as recommended by flooring manufacnrer and compatible with stain manuftchrrer. Veri& that concrete floor is dry to maximum moisture content of 7olo, and exhibit negative alkalinity, carbonizatioq or dusting and passes 24-hour rubber mat test without condensation. Verify ttrat sub-floor surface is smooth and flat to plus or minus l/8 inch in l0 feet non-cumulative. Verify that required floor mounted utilities are in proper location Beginning 6llotallation rneans installer accepb existing surfaces. A. B. c. D. A. B. c. D. E. F. Broom clean sub-floor. Rernove ridges and bumps. Fill minor or local spots, cracla, joints, holes and olher defects with sub- floor filler to achieve srnootb, flat, hard surface and within tolerance ftat is permitt€d for finish floor. Prohibit taffic until filler is cured. Vacuum clean sub-floor. 3.03 INSTALI..A'TION Place sheet vapor rctarder over sub'floor suface, lapping edges and ends minimum 6 inches and tape sealing; spot glue in place. Iayplywood over por retardant. Shim to level line. Pttdrill and bfind nail flooring in accordance with manuhcturer's instructions. lay flooring symmetrical to room centerline and planks parallel to length of room areas, unless otherwise showr on Drawings. Arrange planks random with end matched gain set flush and tight. Avoid placing equal or near equal lengths side by side. Do not use plails ofless tban 2'{'lolg. Provide l/4 inch expansion space at walls and as shown on the Drawing. Infill with Perimeter lsolation Board. C. Fill gaps and cracks in the Iloor with wood filler to flush with finish surface. FIELD QUALITY CONTROL A. Repair or ieplacernent of defective nraterial will be determined by the Architect, Interior Designer and Gore Creek Residences - Residential Vail, Colorado 03 Januarv 2005 Hardwood Flooring 09640 - 3 Owner. B. Remove and replace material that is warped, twisted or cupped beyond l/8 inch. 3.M FIMSHING A. Mask offadjacent surfaces. B. Sand flooring to smoo0r even finish with no evidence of sander marks. Take precautions to conlain dust. Remove dust by vacrurn. C Stain: Apply stain to rnatch approved sample. l. Apply stain in accordance with Manufachuer's instructions 0o soak into surfaces; wipe off excess stain before it dries. 2. Allow stain to cure per Mamrfacturer's instruction prior to application of sealer. D. Sealer: Apply tlree finish coats in accordance with marnrfacturer's instnrctions. l. Apply fint coat, allow to dry and buff with s@l uml b remove irregularities. Vacuum and clean wipe with damp cloth. 2. Apply second coat and successive coats, allow b dry. Lightly buff with steel wool and vacuum clean. 3 . Apply last coat of finish. 3.05 ERTCTIONTOI.ERANCES A. Maximum Variation From kvel: l/8 inch in l0 feeL non-cumulative. B- Maximum OffietFtqn Parollel: ll4 irx:h over length of roony'space. C. Maximurn Joint Gap with Abutting Material: Haidine joint, unless otherwise shown on Drawings. 3.06 CLEANINC A. Clean Work under provisions of Section 0 I 700. B. Clean and polish floor surfrces in accordarrce witb manufacturer's hstructions. 3.M PROTECTION A. Protect finished Work under provisions ofSection 01500. B. Prohrbit traffic on floor finish for 48 hours after irutallation or in accordance with manufacturer's recornrnendation ENDOFSECTION Gore Creek Residences - Residential Vail, Colorado 03 January 2005 I I I I t I I t I I I I I I I I I I I Hardrvood Flooring 09640 - 4 t.05 I I I I I I I I I I I I I I I I I I I SECTION 09686 CARPET PARTI GENERAL I.OI SECTIONINCL1JDES A. The Work includes, but is not limited to the following: l. Sretched carpet wift pad. 2. Subfloor underlayment. 3. Accessories. I.O2 REI..ATEDSECTIONS A. Section 03300 - Cast-In-Place Corrcrete: Floor substrate surface. I.O3 REFERENCES A. ASTM D2859 - Test Me0rod for Flameability of Finished Textile Flmr Covering Materials. B. ASTM E84 - Standard Test Method for Surface Buming Characteristics of Building Materials. I.O4 STJBMITTALS A. Samples: Subrnit under provisions ofSection 01300. I . Carpet: Three samples, 24 inches x 24 inches in size, illusrating color and pattern for each carpet material specified, 4-inch long sample of edge srip and base material for color selection. 2. StrikeOffs, tland Sanples, or Poms: For special colors; submit ficr Architect and lnterior Designer's approval prior to carpet production run samples. 3. Edge Srips: Three 6 inch long samples of edge srip material for Architect and Interior Designer's color selection. . B. Shop Drawings: l. General: Submit carpet layout for each area; indicate seaming plan, method of joining seanrs, and direction of caryet patterns and nus, deails at edge strips and electrical service boxes, and other details as required. Base layout drawings on field measurements. 2. Quantities: Quote total quantity to be hstalled, in square yards, for each desig4 t5,pe and color. C. Product Data: Manuhcturer's specifications and installation instuctiors. D. Certificates: Certift drat each carpet roll was identified by register number and manufactured in compliance widr Specifi cations. E. Maintenance Manuals: Manufacnner's written instructions for maintenance, removal for re-use, and cleaning for maximum service, appearance and life. QUALIFICATIONS A. Installer: Company specializing in installing carpet with minimum ten years of documented Ca.rpet 09686 - I Gore Creek Residences - Residential Vail, Colorado 03 January 2005 I I I I I I I I t t I I I I I t I I I B. B. B. A. B. 1.06 1.07 expenence. REGT]I-ATORY REQI.JIREMENTS Conform to applicable Code for caryet flarmability requirements in accordance with ASTM E84. E].IVIRONMENTAL REQI.NREMENTS Store materials in area of imtallation for tbree days prior to installation to achieve temperature stability. Maintain ninimum 70 degrees F ambient temperature three dap prior to, during and 24 hours afrer installation. Ventilate installation area during irxtallation and for three days after installation. 1.08 DELWERY, STORAGE, AND HANDLING Deliver to project site in Manufacturer's original mill wrapping. Pmperly identify each roll with pertinent data including desigr, color and register nuniber. Number rolls in sequence for Foper installation. Lay flat, rnder cover in dry, u/ell-ventilated spaces. Protect from damage, moisture, dirt and stain. 1.09 EXTRAMATERIAL Remnants: Retain undamaged pieces remaining after installation for owner's use; 4 square feet or more in area with no dimnsions less than l8 inches; separated by t)?€ and color. Provide l0% or as directed by Owner ofeach carpet type. l.l0 WARRANTY Materials: Tcn years. Workrnanship: Five Years. PART2 PRODUCTS 2.OI MATERIALS A. Carp€t: As schedubd ln "Interior Specifrcotions".. l. Provide new, first quality carpet, free of irregularities in weave, materials and color. seconds, imperfections, nor mismatched dye lot colon permitted. B. Substitutions: Under provisions ofSection 01630. 2.02 ACCESSORIES A. Sublloor Underlayrrenc 3/4 inch ihick, APA CDX or better plywood. Gore Creek Residences - Residential VaiI, Colorado 03 Januarv 2005 Carpet 09686-2 I I I I I I I I I I t I I I I I I t I B. c. D. E. c. D, E. F. G. H. PART3 EXECUTION 3.OI EXAMINATION Verift that floor surfaces are smooth and flat with maximum vmiation of 1/4 inch in l0 feet, ard are ready to rcceive Work Verify that concrete floors are dry (tested for moishre vapor emissions of 0ree pounds), unless otherwise required by Manufacturu; and exhr'bit negatirrc a[€linity (PH of 7-9), carbonization and dusting. Submit written notification of deficiencies detrimental to proper and timely irstallation; do not proceed until corrected. 3.02 PREPARATION Field Measuremens: Plans and dimersions shown are approximate. Verifu in field as necessary for accuate cutting and fitting of work Surface Preparation: l. Remove subfloor ridges ard bumps. Fill minor or local low spots, craclc, joints, holes, and otlrer defects with sub0oor filler. 2. Apply, rowel, and float filler to achieve smooth, flat, hard surface. Prohibit traffic until filler is cured. 3. Vacuum clean substrate. INSTALITC,'TION Install carpet and adhesive in accordance with Manufacnuem' instructions. Verifr carpet match before cutting to ensure minimal variation between dye lots. Double cut carpet to allow interded seam and panern matcll Make cuts straight, true and unfiayed Locate seams in area of least Faffic, out of areas ofpivoting haffic, and parallel to main traffic. Join seams by using a latex seam sealer. lay carpet tight and flat on subfloor with a uriform appearance. Provide monolithic color, pattem and texture match within any one area- Secure by full adhesive to subfloor. Remove air pockets and ridges. Adhere securely around proj ections and contours. Do not change run of pile in any room where carpet is continuous tlnough a wall opening into another B. c. Subfloor Filler: White premix latex; tjpe recorunended by adhesive material Manufacturer. Contact Adhesive: Compatible with carpet material and as recommended by carpet Manufacnuer. Seam Adhesive As recommended by carpet Manufacturer. Edge Strips: At each floor finisb trarsition; provide wood ftresbold. Gore Creek Residences - Residential Vail, Colorado 03 Januarv 2005 B. A. B. Carpet 09686 - 3 I. J. K. L. room. lrcate change ofcolor or panern between moms under door centerline. Cut and fit carpet arcurd interntptions. Fit carpet tiglrt to intersection with vertical surfaces without gaps. Where rvall bases are scheduled, cut carpet tight to walls. Fit carpet tight to vertical intemrptions, leaving no gaps. Inslall carpet continuously to stair teads, full width. Irstall in one piece. Adhere over entire surface. Fit accurately and securely, tight to t'ea& and risers. I T I I I I I I I I I I I I I I I I I 3.U FIELD QUALTTY CONTROL Installation inspected by carpet Manufacnuer's rcpresentative as rcqufu€d to assure propef, installation. 3.05 CLEANING Clean Wor{< under provisions of Section 0 I 700. Remove excess adhesive without damage, from flmr, base, and wall surfaces. Clean and vacuum caryet surfaces. 3.06 PROTECTION Protect installed carpeg oristing consauction, and adjacent finishes frorn damage; satishctorily repair surfaces damaged by Work under this Section. Provide security measu€s to protect completed Work. Close offcompleted areas to traffc rmtil carpet is acceped. ENDOFSECTION Gore Creek Residences - Residential Vail, Colorado 03 Januarv 2005 A. B. c. Carpet 09686 - 4 b. c. d. I I I I I I t I I I t I t I I I I I I SECTION O99OO PAINTING PARTI GENERAL I.OI SECTIONINCLUDES A. The Work includes, but is not limited to the following: l. surface preparation, painting, and finishing of exposed interior and exterior items and surfaces. Contractor must review Finish Schedules for proper determination of listed finishes to all given areas specified. a. Where a specific finish is listed in another Section, it is to supercede the finish listed within this Section. b. Surface preparation, priming, and finish coats specified in this Section are in addition to shop priming and surface treatnent specified under olher Sections. B. Paint exposed surfaces whether or nol colors are designated, except where a surface or material is specifically indicated not to be painted, or is to remain natural. Where an item or surface is not specifically mentioned, paint the same as similar adjacent materials or surfaces. If color or finish is not designated, Architect and Interior Designer will select from standard colors available. l. Painting includes field painting exposed bare and covered pipes and ducts (including color coding), hangers, exposed steel and iron work, and primed metal surfaces of mechanical and elecrical equipment, including roof area, and bituminous coating of metals as specified in appropriate Sections. C. Painting is not required on pre-finished items, finished metal surfaces, concealed surfaces, operating parts, and labels unless otherwise scheduled or detailed. L Pre-finished items not to be painted, include 0re following factory-finished components: Metal or pbenolic toilet enclosures. Acoustic materials (unless noted otherwise). Architectural pre-finished woodwork and casework Finished mechanical and electrical equipment. e. Light fixtures. f. Switchgear. g. Distribution cabinets. h. Finish hardware, o<cept prime-coated items. 2. All factory pre-finished items must submit paint and primers, solvents, MSDS, and material data sheets. 3. Concealed surfaces not to be painted, include wall or ceiling surfaces in the following generally inaccessible areas: a. Interior chase walls. b. Mechanical plenum spaces. 4. Finished metal surfrces not to be oainted include: Anodized aluminunr, Stainless steel. Bronze. Brass. Copper 5. Operating parts not to be painted, include moving parts of operating equipment, such as the following: a. Valve and damper operators. b. Linkages. Gore Creek Residences - Residential Vail, Colorado 03 January 2005 a, b. d. Painting 09900 - I t.02 c. Sensing devices. d. Motor and fan shafts. 6. Labels: Do not paint over Underwriter's Laboratories, Factory Murual or other Code required labels or equipment names, identification, performance rating, or nomenclature plates. 7. Exterior/interior unfinished surfaces of plumbing, mechanical, and elecrical equipment and components not exposed to view. 8. Fiberglass reinforced plastic. RELATED SECTIONS A. Section 05500 - Metal Fabrications. B. Section 05510 - Metal Stairs. C. Section 05520 - Handrails and Railings. D. Section 06 | 25 - Wood Decking. E. Section 06200 - Finish Carpentry. F. Section 08 I l0 - Standard Steel Doors and Frames. G. Section 08305 - Access Doors. H. Section 08360 - Sectional Overhead Doon. L Section 09260 - Gypsurn Board Systers. J. Section l02l I - Fixed Metal Wall louven. K. Section 10522 - Fire Extinguishers, Cabinets and Accessories. REFERENCES A. ASTM Dl6 - Definitions of Terms Relating to Paint, Varnish, l,acquer, and Related Products. B. ASTM D2016 - Test Method for Moisture Content of Wood. C. ASTM D{258 - Surface Cleaning Concrete for Coating. D. ASTM D4259 - Abrading Concrete. E. PDCA (Painting and Decorating Contractors of America) - Painting - Architectual Specification Manual. F. SSPC (Steel Structures Painting Council) - Steel Sructures Painting Manual. DEFINITIONS A. Paint: Complete system of enamels, paints, sealers, fillers, and stains, wlrether used as prime, intermediate, or finish coats- B, Systan: Materials and quantities recommended by approved nraterials Manufachrrer for specified surface; includes preparation, priming/sealing, intermediate and finish coats. Gore Creek Residences - Residential Vail, Colorado 03 January 2005 I I I I I I I I I I t I t I I I I I I 1.03 1.04 Painting 09900 - 2 t I I t I I I T I I I I I I I I I I I C. Concealed Spaces or Surfaces: Included items specified in this Section that will be covered by other bades with frnish materials in a manner such that items are not expos€d to view when construction is completed. D. Exposed Spaces or Surfaces: Includes items specified in this Section that are exposed to viev,l when construction is completed. This includes both exterior and interior spaces and surfaces. I.O5 SI,]BMITTAIS A. Submit under provisions ofSection 01300. B. Samples: Provide three color samples for each color in accord with scheduled color selections. Provide document indicating locations for each color. l. Except for wood and cementitious surfaces, prepare color samples on heavy paper or chipboard 8-l/2 inches x I I inches in size. 2. Prepare samples of wood fmish on actual wood species obtained from finish carpentry tade; apply all coats- 3. Prepare samples of smootll steel-troweled, and similar concrete and plaster finishes on fine grit sandpaper. 4. Prepare samples ofsand-floated, and similar concrete and plaster finishes on medium grit sandpaper. 5. Prepare samples ofconcrete masonry finish on coarse grit sandpaper. 6. Approved samples shall be used forjudging colors offinished Work. C. Product Data: l. Manufacturer's IDformation: Manufacturer's technical data sheeB, published instructions, Material Safety Data sheets, and other relevant data. 2. Material Lisf Submit a complele list of proposed materials to Architect for review, including sealers, primers, and stains. Identiff each material by Manufacturer's name, product name and number, and type ofsurfaces to receive individual finishes. D. Certification: Provide each shipment of materials delivered to jobsite with an affidavit from Manufacturer, certiSing that each classification or type of materials fumished complies with Specification requirements and approved materials list. I.06 QUAIITYASSIJPdNCE A. Product Qualilications: l. For every specific system, ftmish materials and products from a single Manufacturer, unless approved otherwise by Manufacturer offinish coating material or product. 2. Interior and exterior paint materials shall have anti-mildew agents incorporated into the formulation. In addition. include carefirllv balanced ultraviolet inhibitors for exterior materials. B. Requirements of Regulatory Agencies: In addition to complying with other legal requirernents, comply with: I . Consumer Products Safety Commission (CPSC), 16 CFR Part 1303. 2. SCAQMD, Regulation XI. C. Reference Specifications and Standards: l. ASTM: D523 Soecular Gloss. Gore Creek Residences - Residential Vail, Colorado 03 January 2005 Painting 09900 - 3 t.o7 2. ASTM: D1258 Surface Cleaning Concrete for Coating. 3. ASTM:D4259AbradingCorrrete. 4. CFR: 16 CFR 1303, Ban of lrad Containing Paint and Certain Consumer Products Bearing Lead Containing Paint. 5. SCAQMD: Regulation XI, Source Specific Standards. 6. SSPC: SP I Solvent Cleaning. 7. SSPC: SP 3 Power Tool Cleaning. 8. SSPC: SP | 3 Surface Preparation ofconcrete. MOCKTJP I I I t I I I I I I I I I I I I I I I Provide paint and stain finish systems over surfaces designated by Architect and Interior Designer which will then be used as a basis for judging quality ofworkrnanship for entire Projecl Apply colon selected by Architect and lnterior Designer ficr each designated surface. Prepare surfaces and apply scheduled finishes in accord wift specified requirements. Prepare requircd mock-ups on walls or surhces within building at locations selected by fuchitect and Interior Designer. Mockups slnll be 100 sq ft minimum for walls and as directed by Architect and Interior Designer for other surfaces. Prepare mockups on each ofthe following surfaces: l. Opaque Finishes: a. Concrete. b. Masonry. c. Wood. d. Ferrous metals, galvanized and non-galvanized. e. Non-ferrous metals. f. Gypsum wallboard. 2. Odrer Finishes: To surfaces designated by Architect and Interior Designer. Notify Architect and lnterior Designer when mockups are ready for inspection for color, texture and workmanship. Provide lighting equivalent io final lighting conditions during Architect and Interior Designer's inspection. Modify or correct Worft on mockups as directed by Architect and Interior Designer. Do not proceed with Work of this Section prior to obtaining Archjtect and Interior Designer's approval ofmockups. Approved mockups shall be used to judge oth€r areas of similar finjsh. Protect mockups from damage until Project completion. 1.08 DELIVERY, STORAGE AND HANDLING Deliver, store, protect and handle products to site rmder provisions ofSection 0 t 600. Deliver materials to the job site in the manufacturer's original, unopened packages and containers bearing manufacturer's narne and label and the following information: l. Product name or title of material. 2. Product description (generic classification or binder 6pe). 3. FederalSpecificationnumber,ifapplicable. 4. Manufacturer's stock number and date of manufacture. Gore Creek Residences - Residential Vail, Colorado 03 Januarv 2fi)5 A. B. c. D. E. F. G. H, A. B. Painting 09900 - 4 I I 5. Contents by volume, for pigment and vehicle constituents. I 6. Thinning instructions. 7 . Application instructions. 8. Color name and number, I C. Store materials not in use in tightly covered containers in a well-ventilated area at a minimum ambient temperature of 45 degrees F. Maintain containers used in storage in a clean condition, fiee of foreign materials and residue.I D. Protect from freezing- Keep storage area neat and orderly. Remove oily rags and waste daily. I Take necessary measures to ensure that workers and work areas are protected from fire and health I hazards resulting from handling, mixing and application. , I.O9 ENVIRONMENTALREQI.NREMENTS II A. Do not apply materials when surface and ambient temperatures are outside lhe temperature ranges required by the paint product manufachrer. I B. Apply water-based paints only when the temperature ofthe product, surfaces to be painte4 and surrounding air temperatures are between 50 degrees F and 90 degrees F. Do not apply if ternperatures might drop to this level within four hours after application. I C. Apply solvent-thinned paints only when the temperature ofthe produc! surfaces to be painted, and surrounding air temperatures are between 45 degrees F and 95 degrees F. Do not apply if I lemperatures might drop to this level within four hours afler application. I D. Minimum Application Temperature for Varnish: 65 degrees F for interior or exterior, unless required otherwise by manufacturels instructions. II E. Do not apply painl in snow, rain, fog, or mist, when the relative humidity exceeds 85%, atI temperatures iess than 5 degrees F above the dew point, to damp or wet iurfaces, or when rain is imminent. I l. Painting may continue during inclement weather ifsurfaces and areas to be painted are enclosed and heated within temperature limits specified by the manufachrer duriDg application and drying periods. r F. Provide lighting level of8O-foot candles measured mid-height at substrate surface. I r.l0 opERATToNANDMAINTENANcEDATA I A. Submit under provisions of Section 01730. I B ffiHffi;:,3""[."";T:i';#ffiff"' T$:;'J'l',H',::ir.1Lf:1'.?:ltlilH::i Completion, submit complete list to Architect for future maintenance reference. I I.II EXTRAMATERIAIS I A. Fumish under provisions of Section 01700. II PART2 PRODUCTS I 2.OI ACCEPTASLEMANT]FACTI,JRERS I A. Standard Product Materials: I 0ee00 - s Gore Creek Rettu-.$;,f4ff#H I 03 January 2005 I B, Benjamin Moore. Dunn-Edwards Corporation. ICI Dulux Paintc Kelly Moore Paint Mfg., Inc. Kwal Paint, Inc. Porter Paints. Sherwin-Williams Company. Vista Paint Corporation. Sophir/Morris. Standard Product Materials for Special Systems from Specific Manufacnuers: l. Ameronlntemational. 2. Burke (EDOCO). 3. Carboline Company. 4. DuPont High Performance Coatings. 5. ICI Devoe Coatings. 6. Insl-X Products Corporation. 7. Mann Brothers. 8. Matthews Paint Company. 9. Rustoluem Corporation. 10. Tnemec Co. Inc. ll. ValsparCorporation. 12. Wasser Hi-Tech Coatings. 13. Xymar. Stain: Except as specified otherwise, provide best quality materials made by one of the following: I . Exterior Use: Dunn Edwards Corporation. Frazee Industries. ICI Dulux Paints North Amcrica. Olympic Paint and Stain - PPG Architectural Finishes, Inc. e. Sherwin-Williams Company. Interior Use: Benjamin Moore. Dunn Edwards Corporation. Frazee Industries. Jasco Chemical Corporation. ICI Dulux Paints North Anerica. Olympic Paint and Stair\ PPG Architechral Finishes, Inc. E- Porter Paints h. Sherwin-Williams Company. Substitutions: Under provisions of Section 01630. I t I t I I I I I I I I I I I I I t I c. t a. b. c. d. a. b. c. d. f. D, PART3 EXECUTION 3.OI EXAMINATION Examine surfaces scheduled to receive paint fmishes for conditions that will adversely affect execution, permanence, and quality of Work l. Inspect metal iterns specified under other Sections to be pretreated or primed prior to Gore Creek Residences - Resldential Vail, Coloredo 03 Januarv 2lX)5 Painting 09900 - 6 I I t I I I t I I I I I I I I I I I I finish painting under this Section. 2. Verifo that aped joints of gypsum wallboard surfaces are depressed areas, or scuffed face paper. 3. Perform moisture, adhesion, and similar tests to determine smooth, free of raised or suitability of surfaces to receive paint materials. 4. Noti$ Architect and Interior Designer in writing ifsurfaces and conditions are not proper for producing best quality Work. B. Do not apply paint or fmish until unsatisfactory conditions have been corrected. C. Do not apply finish o wet, damp, dusty, dirty, finger marked, rough, unfinished, or defective surfaces. Repair imperfections as described for each type of material and fill with appropriate, compatible patching materials. D. Faulty sub surfaces will not excuse defective painting Work. 3.02 PREPARATION A. Generat Procedures: Remove hardware and hardware accessories, plates, machined surfaces, lighting fixtures, and similar items in place that are not to be painted, or provide surface-applied protection prior to surface preparation and painting. Remove these items if necessary fior complete painting of the items and adjacent surfaces. Following completion of painting operations in each space or arca, have items reinstalled by workers skilled in the hades involved. I . Clean surfaces befirre applying paint or surface treatrnents. Remove oil and grease prior to cleaning. Schedule cleaning and painting so that dust and otber contaminants from the cleaning process will not fill on wet, newly painted surfaces. B. Surface Preparation: Clean and prepare surfaces to be painted in accordance with the manufacturer's instructions for each particular substrate condition and as specified. l. Provide barrier coats over incompatible primen or remove and reprime. Notiff the Architect and Owner in writing ofproblems anticipated with using the specified finish- coat material with substrates primed by Others. 2. Use abrasive blast-cleaning methods if recommended by the paint manufacturer. 3. Cementitious Materials: Prepare concrete and cement plaster surfaces to be painted. Remove chalk, dust, dirt, grease, oils and release agents. Roughen as required to remove glaze. If hardenen or sealers have been used to improve curing, use mechanical methods for surface preparation. a. Determhe alkalinity and moisture content of surfaces by p€rforming appropriate tests. If surfaces are sufficiently alkaline to cause blistering and buming of finish paint, corect this condition before application. Do not painl surfaces where moisturc content exceeds that perrnitted in the manufacturet's printed directions, or as otherwise specilied herein, whichever is more restrictive. 4. Wood: Clean surfaces of dirt, oil, and other foreign substances with scrapers, mineral spirits, and sandpaper, as required. Sand surfaces smooth and dust off. a. Scrape and clean small, dry, seasoned knots, and apply a thin coat ofwhite shellac or other recommended lsrct sealer before application of primer. After priming, fill holes and imperfections in finish surfaces with putty or plastic wood filler. Sand smooth when dried. b. Putty fillers to match adjoining surfaces as close as possible in color, ifstained finish. c. Prime, stain, or seal wood to be painted immediately upon delivery. Prime edges, ends, faces, undersides, and backsides ofwood, including cabinets, counterx, cases and paneling. d. When transparent finish is required, back prime with spar vamish. Gore Creek Residences - Residential Vail, Colorado 03 January 2fi)5 Painting 09900 - 7 I t I I I I I I I I I I I I I T I I I 3.03 e. Back prime paneling on interior partitions where masonry, plaster, or otber wet wall construction occurs on backside. f. Seal tops, bottoms, and cutouts ofunprimed wood doors with a heavy coat of vamish or sealer immediately upon delivery. 5. Ferrous Metals: Clean non-galvanized ferrous-metal surfaccs that have not been shop coated; remove oil, grease, dirt, loose mill scale, and other foreign substances. Use solvent or nrechanical cleaning-methods that comply witb recommendations of the Steel Sructures Painting Council. a. Blast steel surfaces clean as recommended by the paint system manufacturer and in accordance with requirements ofSSPC Specification SSPC SP 10. b. Treat bare and sandblasted or pickled clean nretal with a metal tseaEnent wash coat before priming. c. Touch up bare areas and shop-applied prime coats that have been damaged. Wire-brush, clean with solvents recommended by the paint manufacturer, and touch up with the same prirner as the shop coat. 6. Galvanized Surfaces: Clean galvanized surfaces with non-petroleum-based solvents so that the surface is free of oil and surface contaminants. Remove prefreatnent from galvanized sheet metal fabricated from coil stock by mechanical methods. 7. Materials Preparation: Careftlly mix and prepare paint matcrials in accordance with the manufacnrer's directions. a, Maintain containers used in mixing and application of paint in a clean condition, free of foreigr materjals and residue. b. Stir material before application to produce a mixture ofuniform densitg stir as required during application. Do not stir surface film into material. Remove film and, if necessary, strain material before using. c. Use only thinners approved by the paint manufacturer, and only within. recommended limits. I0. Protection: a. Provide drop cloths, masking and other protection nec€ssary to prevent damage to adjacent surhces. Wben protection is removed to permit access by other trades, replace same to original conditions and assume full responsibility for all damage. b. Provide barricades or otherwise isolate freshly painted surfaces from damage by other trades. Remove all implements of Work at completion of painting oPerations. APPLICATION A. Apply paint materials with appropriate brushes or rollers. l. Rate ofApplication: Do not exceed paint Manufrcturer's reconunendation for the surface involved, less l0% allowance for losses. 2. Maintain brushes, rollers and sprayrng equipment clean, dry free fiom contaminants and apprcpriate for required frnishes. B. Apply stain materials witb brush or roller. Spray-apply only when approved by Arhitect. l. Apply finish coats smooth, free of brush marks, sreaks and laps with surfbces uniformly covered. a. Finished meial surfaces shall be free ofskips, voids or pinholes in any coat when tescd with a low voltage detector. b. Wherc opaque finishes are indicated, 6nish coas shall completely cover, hide and obscure underlying color of surface to which they are applied. Provide finish color coats in addition to specified quantity, necessary to completely cover, hide, and obscure underlying colors. 2. I*ave deails of moldings and omaments clean and true without excess paint in comers Gore Creek Residences - Resldcndal Vail, Colorado 03 January 2005 Painting 09900 - 8 I t I I t I t and depressions. 3, Make edges of paint adjoining other materials or colors clean and sharp with no overlapping. 4. Apply black primer in glazing rabbets prior to installation of glazing. 5. Refinish entire wall where portion offinish has been damaged or is not acceptable. 6. Cleaning Equipment: Do not use plumbing fixtures for cleaning painting equipment. Keep brush washed outside paint storage area, and remove brush washes from Project site daily. 7. Conform to applicable Federal, State, and Local regulations for health, safety, and hazardous waste disoosal. 3.04 TOUCHIjP WORK A. Touchup abraded, stained or otherwise disfigued portion, or refinish as necessary, to produce best quality Work. 3.05 CLEANING A. Cleanup: At the end ofeach work day, remove empty cans, rags, rubbish, and other discarded paint materials from the site. B, Upon completion ofpairrting, clean glass and paint-spattered surfaces. Remove spattered paint by washing and scraping, using care not to scratch or damage adjacent finished surfaces. C. Do not mar surface finish of items being cleaned. D, Leave paint storage spaces clean, 3.06 FIELD QUALITY CONTROL A. The Owner reserves the right to invoke the following test procedure at any time, and as often as the Owner deems necessary, during the period when paint is being applied: l. The Owner may engage the service of an Independent Testing laboratory to sample the paint material being used. Samples of material delilered to the Project will be taken, identified, sealed and certified in the presence ofthe Contnctor. 2. The Testing Laboratory may perform appropriate tests for the following characteristics as required by the Owner. Quantitative materials analysis. Abrasion resistance. Apparent reflectivity. Flexibility Washablilty. Absorption. Accelerated weathering. Dry opacity. Accelerated yellowness. Recoating. Skinning. Color retention. Alkali and mildew resistance. B. If test results show material being used does not comply with specified requirements, the Contractor may be directed to stop painting, remove noncomplying paint, pay for testing, repaint surfaces coated with rejected paint, and remove rejected paint form previously painted surfaces if, upon repainting with specified paint, the two coatings are noncompatible. Gore Creek Residences - Residential Vail, Colorado 03 January 2005 I I T a. b. c. d. L c. h. i. j. k. m, I D t i I I I ! I Painting 09900 - 9 t.07 PROTECTION A. Protect Work of other trades, whether to be painted or not, agairrt damage by painting. Correct damage by cleaning repairing or replacing, and repainting, as acceptable to Architect and Interior Designer. . Provide '\vet painf' signs to protect newly painted finishes. Remove temporary protective wrappings provided by others for protection of their Wod< after completion of painting operations. The Contractor, subcontractor and their employees must observe all OSIIA and rcgulatiors and rcquirements. B. At comptetion of constsuction activities of other trades, touch up and restore damaged or defaced painted surfrces.to the approval ofArchitect, Interior Designer and Owner. SCHEDIJLE A. For specific paint and Sain gtpes and locations, reler to slnterior Specitications". ENDOFSECTION Gore Creek Residences - Residential Vail Colorado 03 January 2005 I I T I t J I I t I I fl I 1 I E I I t Painting 09900 - r0 I t sEcfioN rmos .I NREPI,ACES AND FLUES t T PART I GEIYERAL I.OI SECTIONINCLI'DESIU A. Tbe Work includes, but is not limited to the following: D l. Manufacnred fireplaces, gas log se! combustion air duct and flue, and appropriatell termination cap, and accessories.s I.O2 REL.A.TEDWORKr I A. Section 06100 - Rough Carpentry. I B. Section 07213 - Batt and Blanket Insulation I C, Section 09260 - Glpsum Board Systems. I D. Division 15 - Mechanical Gas piping to fire.place. I- E. Division 16 - Electrical: Wiring to fireplace control switch. I r.o3 REFERENcES A. AGA - Desigp Certified for Safety Listing. I B. UL - Fire Hazard Classification I.O4 SYSTEMDESCRIPTION f A. units: I l. System A: Recessed in wall unit with conceated flue terminating at the roof and in wall ! 2. ;"#Hg:ffi*1'"'ffiliili,"ffifff"Tilil"andinwarcombustionairduct terminating at the exterior wall. I B. Fuel Source: Natural gas. I C. Ignition: Remote uall mounted switcb- I,I l.o5 st BMITTATJ t A. Provide Manufacturer's literature on each type offireplace and vent assembly for approval prior to I ordering. E B. Provide nininum of l - l /2"= l '-0" Shop Drawings of inshllation of fireplaces and vents. t c. Pmvide samples of finishes for all exposed accessories. I D. Submit complete Manufacturer's data on UL listings and MEA numbers. I-I.06 QUALITYASSI.JRANCE I Fireplaces and Flues 10305 - I Core Cieek Residences - Residential Vail, Colorado ' 12 JanuarY 2005 I A. Conform to applicable Codes for clearances from adjacent materials, chimney height above roof requirements- B. Products Requiring Electrical Connection: Listed and classified by testing firm acceptable to the authority having jurisdiction as sricble for tbe purpose specified and indicated. I.O7 QUALIFICATTON A. Manuhcturer and hstaller: Companies specializing in manufacturing and installation of Products specified in this Section with minimum five years of documented experience. B. Installer shall be approved by Manufacturer. PART2 PRODUCTS 2.OI FIREPLACEUNITS A. Refer to olnterior SpeciJications". B. Substitutions: Under provisions ofSection 01630. 2.02 COMPONENTS A. Fire Bor Refer to "Interior Specifications", B. Gas l,og Set: Refer to "Inlerior SpeciJications'. C. Fire Box Door: Refer lo uf erior Sp.ciJications". D. Ignition and Control SlNstem: Manufacturer's shndard components. E- Vent Flue and Corrbustion Air Duct Manufactuer's.sandard components with insulation wrap. F. Roof Termination: Complete, one piecg round terminal c4 with storm collar. G. Wall Terminations: Manufacturer's standard rnetal cap, painted. H. Accessories: l. Framing: Manufacturer's steel stud fi-aming kit 2. Sealant: Manufacturer's standard flue and combustion air duct s€alant. PART3 EXECUTION 3.OI EXAMINATIONANDPREPARATION A. Prior to installation offinish wall surfaces, insure that all blocking for fireplace and vents are in place and solid. Prior to installing freplace and flues insure that all opsrings and chases are sized o accommodate fircplaces and flues and clearances required by Shop Drawings, Drawings and local Codes. C-oordinate all Work with of this Section with that of el€ctrical, gas piping, and roofng and wall s)6tems. t I I x I I I I I I I il t t I I I I I tr'ireplaces and Flues Gore Creek Residences - Residential Vail, Colorado 12 JanuarY 2005 10305 - 2 I I -,I 3.O2 INSTALLATION A Insull unit assembly in accordance with manufacturer's instructions and UL reguirements. -a,rt I B. Install metal snlld kit framing in accordance with manufacturer's instructions. r C. Install combustion air duct througb prepared openings and secure it in place with appropriate r, &steners. -D. Install flue tbmugh prepared openings in accordance with manufacnuei's guidelines and UL t requirements using fire stop space$. Secure IIue in place witb appropriate frstenen. I'r E. Seat all joints in flue and combustion air duct with appropriate sealant in accordance with I manufacturer's insEuctions. rlf F. Carefutly cut holes for fbn wall swirch and grilles, if applicable. I G. Install control box at location in accordance to manufrchuer's inshuctions and to meet EHA I guidelines, unless shown on Drawings otherwise. H. Install roof and wall flashings to eNrsure moisture is shed from flue and combustion air intake louver.I I. Place log s€t and ember material in accordance to manufachfer's instructions. I J. Make all necessary gas and electrical connections. Supply all fittings as required for a complete installation. I 3.o3 ADrusrrNc I A. Adjust fireplaces doors and screeos so that they work smoothly- tr B, Test each fireplace for proper performance. Make necessary adjustments to perform to|l marnrfactureris standard. I C. Clean all units tborougNy.I r ENDOX'SECTTON I T I t I I FireptacesandFtues I 10305-3 Gore Creek Residences ' Residential Vail, Coloredo t 12 January2005 rI I ' TOILETA.I{DBATHACCESSORIES I PARTI GENERAL ,- I,OI SECTION INCLTJDESr I A. The Work includes, but is not limited to the following: a L Accessories for Powder Room and Bathrooms. I I,O2 REIATED SECTIONS I A. Section 06105 - Wood Blocking and Curbing: Placement of concealed wood blocking.I B. Section 09260 - Gypsum Board Assemblies.|l I C. Section 093fi) - Floor Tiles. I 1.03 REFERENCES I A. Americars wirh Disabilities Act (ADA) - Accessibility Cuidelines for Buildings and Facilities. I B. ASTM Al23 - Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel Products. C. ANSI Al 17.l - Specifications for Making Buildings and Facilities Accessible to and Usable by I PhpicallyHandicapped People. ! l.o4 SIJBMITTALS I A. Submit under provisions ofSection 01300. I B. Product Data: Provide data on accessories describing size, finish, details of fimction and f anchorage methods. t C. Shop Drawings: Submit setting drawings, templates, instructions and directions for installing t D ;::,"ffi::::".:-"#,:::::dcondi,ionsrequiringspecia, attention. I l.os QUALTTYASSURANCE -) A. Regulatory Requirements: Conform to ADA, ANSI Al lT.l,orlocalCode, if more stringent I requirements are applicable, for installing Work for accessibility for the handicapped. B. Cortification: Provide verification ofgrab bar strength and installation.II . B. Accessories shall be tom a single Manufacturer. r 1.06 DELTVERY, STORAGE, AND HANDLTNG I A. Comply witb requirements of Section 015fi). I B. Pack accessories individually with protective wrappings. ! ' ,oU., and Bath Accessories 10E00 - I Gore Creek Residences - Residential _ Vail Colorado 03 JanuarY 2005 r PART2 PRODUCTS 2.OI MATERIAI.S A. Tlpe: As scheduled in olnterior Specitications'. 2,02 ACCESSORIES A. Fasteners: Screws, bolts and other deviccs of same material and finish as accessory item, or of galvanized steel complying with ASTM Al23 where concealed, 2.03 FABRICATION A. Weld and grind smooth joints of hbricated components. B. Form surfaces without distortion; maintain flat surhces without scratches or dents. C. Back paint components where contact is made with building finishes to prevent elecrollnis. D. Shop assanble components and package complete witb fasteners, anchors and fittings. E. Provide anchor plates, adapters and anchor components necessary for installation. 2.04 FACTORY FIMSHING A. Galvanizing After Fabrication: ASTM A123, 1.25 ozlsqyd- B. Shop Primed Ferrous Metals: Pretreat and clean, spray apply one coat primer and bake. PART3 EXECUTION 3.OI EXAMINATION A. Examine conditions and proceed with Work in accordance with Section 01400. B. Veri$ exact location ofaccessories for installation C. Verifo that site conditions are ready to receive work and dimensions are as indicated on Shop Drawings. D. Check openings for plumbness ofblocking and frames. E. Beginningofinstallationmeansacc€ptancesfslistingconditions. 3.02 PREPARATION A. Deliver inserts and roueh-in frames in sufficient time to be built into other Work. B. Provide ternplates -a louglr-io r"asurernents as required. Coordinate Work with placernent of wall reinforcement in wall. I I t I I I t I t I t I I T I I 3.03 INSTALLATION Toilet and Bath Accessories I I Gore Creek Residences - Residential Vait Colorado 03 January 2005 10E00 - 2 a ,t , A. Install under provisions of Section 01600. I B. Install plumb, Ievel and securely anchored to substrate. t C. Locate accessories so that they do not interfere with door swings or use of fixtures. Install r accessories after wall finishes have been completed. ! D. Protect adjacent or adjoining finished surfaces and Work from damage during installation. a E. Anchor accessories wilh bolts, plates and approved type fasteners. I F. Adjust accessories for proper function and smooth mechanical operation. I 3.M CLEANING _. A. Clean Work under provisions of Section 0 I 700. I B. Clean exposed surfaces after rernoval ofprotective coverings. I 3.05 PROTECTIONOFFIMSHEDWORK A. Protect finish€d Work under provisions of Section 01500. I ENDoFsEcrroN I f aI I tt " Toilet and Bath Accessories 10800 - 3 Gore Creek Residences - Residential Vail, Colorador 03January2005 't I I I I T T SECTION IOE25 SHOWER DOOR ENCLOSURES I II PARTI GENERAL -. l.0l sr.tMMARY I A. The Work includes, but is not limited to tbe following: 'a l. Framed shower door and enclosure systems. |J 2. Frameless shower door and enclosure systems. - I.O2 SUBMITTALS t A. General: Submit in accordance with Section 01300. I B. Product Dah: Submit manufacturer's descriptive product literature and specifications for each I product and material. A C. Shop Drawings: Indicate layout of doors and enclosures complete with dimensions and details I showing surrounding perimeter adjacent construction D. Samples: l. Submit four samples indicating door and frame construction in required finistr" 6 inch length. 2. Submit four samples ofglass, 12 inch x 12 inch size. E. SubmitfollowinglnformationalSubmittal: Manufacturer'sinstructions. I.O3 OUALITYASS{JRANCEI I A. Regulatory Requirements: Ensure glazing materials used conform with ANSI 297.1 and local Codes. I B. Shower door enclosures shall not have more than ll2 inch of total movemenVplay when nomtal I operating load is applied. 1 1.04 DELryERY' STORAGE'ANDIIANDLING II A. Comply with requirements of Section 0 1600. B. Provide protective wrappings for components during shipping and storage. rb PART2 PRODUCTS I 2.or MANUFi\cruRERs I A. Basco Company I . B. Century Shower Door, Inc. I c. Dusclrqueen, Inc.I D. Easco Shower Doors ComDanv,I 'r Shower Door Enclosures 10825 - I Gore Creek Residences - Residential ,r';*,:$Tl; I E. Substitutions: Under provisions of Section 0l 630. COMPONENTS B. Glazing: l. Material: ASTM C1048, clear tempered glass smooth on both sides, setin manufacturer's standard glazing compounds and seals. Refer to Section 08800 for glazing quality. 2. Glazing Thickness: a. Frameless S)rstem: l/2 inch thick. b. Framed System: % inch thick, unless a thicker glass is required by manufacturer to m€et local codes for door and panel size. C. Framed Shower Door and Enclosure - Swinging Style: Frame Material: Extruded Aluminum, ASTM B 221,6063-T5 alloy. Operating Hardware: a. Continuous piano hinge. b. Continuous magnetic latch device. Formed stainless steel, brushed, glass mounted handle each side ofdoor. Extruded aluminum handles are NOT acceptable. 3. Construction: Mitered corners with integral drip rail at bottom, adjustable jambs capable of accommodating l/2 incb out-of:plumb and flexible vinyl seals. 4. Door and Panel Sizes: As indicated on Drawings. D. Frameless Sbower Door and Enclosure - Swinging Style: l. Frameless style with adjustable pivot hinge allowing glass to come within lB2 inch ofside wall capable of l/4 inch side to side adjusment and 3/16 inch front to back adjustnent. 2. Hardware: a. Patch: Glass to Glass and Glass to walUceiling; stainless steel, l/8 inch thich brushed, with gasket material and stainless steel screw for fixing through the glass and wall attachment. b. Glazing Channel: Stainless steel, low profile for non exposed to view finished look. c. Hinges: Class to Glass; stainless steel, l/8 inch stoclg brushed, selfcentering with 2 bushings and gaskets material, stainless steel machine screws for lixing througb glass. Handle: Formed solid stainless steel, bruslred, glass mounted handle each side of door, 3. Door and Panel Sizes: As indicated on Drawings. ACCESSORIES A. Glazing and Sealing Compounds Between S)6tem Components: Type as recommended by manufacturer. B. Sealants Between System Components and A jacent Finish Surfaces: Sanitary silicone sealant specified in Section 07900. PART3 EXECUTION 3.OI EXAMINATION A. Examine conditions and pmceed with Work in accordance with Section 01400. Gore Creek Residences - Residential Vail, Colorado 03 January 2005 I I I t I I I l. 2. I I t I t I I I I I I Shower Door Enclosures r082s -2 t t B. Verify proper location ofblocking and bracing in walls.I C. Do not begin Work until adequate support construction is in place and adjacent finish materials are complete. I'3.02 INSTALI.ATION I A. Install in accordance with Section 016fi) and approved shop drawinp.I B. Install plumb, level and square, and free from warp or t',r,ist while mainlaining dimensional tolerances and aligoment with surrounding construction. I C. Provide continuous silicone sealant between shower enclosures and adjacent construction and tooled -- smooth. I 3.03 ADJUSTING I A. Adjust door operation for smooth, quiet moverrent. -r||3.M CLEANING I A. Remove excessive seatants, glazing compounds, and labets. Clean and polish products uponI completion of Work. t 3.os scHEDULEI A. Frameless Systern: Master Bathroom, I I B. Framed System: All other bathrooms. t END OF'SECTION t I I I I I I shower Door Enctosures I 10825-3 Gore Creek Residences - Residentlel Vail, Colorado 03 Januery 2005 tI I *,,o;"n?il:ti'*iri*""* I I : PARTI GENnRAL I.OI SECTION INCLUDES t A. Provide residential appliances complete including electrical cords, arrhors, and accessories. T I.O2 SI.JBMITTALSrA. Submit in accordance with Section 01300. I B. Manufachrer's Brochures: List model numbers and pertinant performance and size data.I I,O3 DELIVERY, STORACE AND }IANDLING I A. Deliver, store, and handle material in accordance with Section 01600. - B. Keep materials in original packing until final instrallation and hook up. I'It C. Do not deliver to site until immediately prior to installation, or as otherwise approved by Owner. I PART2 PRODUCTS a 2.Ot EQUPMENTSCHEDULE I A. Refer to "Interior Speci;fications", I 2.02 ELECTRICALREeUIREMENTSrA. Fabricate and assemble products in strict conformity with the requirements of the Underwriter's a Laboratories, Inc. r B. Provide under and over voltage protection. I C. Each item shall bear the appropriate label ofthe Underwriter's I-aboratories, Inc. - PART3 EXICUTION I ' 3.ol pREpARATIoN I A. Verify that built-in and frnish work is complete and ready for apptiance installation.r B. Verify electrical and plumbing requirements are correcl. I C. VeriS openings for built-in items are corect. D. Beginning of installation indicates acceptance of existing conditions.I I E. Provide anti-tip devices on ranges. I 3.02 INSTALT.ATION t Residentiat Appliances 11452- | Gore Creek Residences - Residential Vail, Colorado I 03January2005 l A. Install all items in locations indicated aod/or as directed. B. Provide competent forernan as supervisor for the installation, and to coordinate with other trades in regard to connections and installations. C. Kitchen equipnrent shall be installed, t€sted and adjusted by skilled mechanics. D. Cornplete all required connections to units in accordance with applicable codes. 3.03 CLEANI.JPISTART-IJP A. Remove all debris and wipe down all appliances. B. Start-up and run all units through one complete cycle to ensure proper operation. Adjust as required. Replace any malfirnctioning equipnrcnt prior to substantial completion. END OFSECTION Gore Creek Resldences - Residentid Vail, Colorado 03 January 2lX)5 I I I I I I I I I I I t I t I t I I I Residential Appliances Lt452 -2 I t SECTION I4TOO DT'MBWAITERS Ir PARTI GENERALI I.OI SECTIONINCLUDES f A. Geared dumbwaiter. I r.o2 RELATED sEcrIoNS . A. Section 06410 - Custom Casework Hoistway door and frame. I B. Division 15000 - Mechanical; Ventilation and temperature control of elevator equipment room. I C. Division 16000 - Electsical: ! | . Elecrical service to main disconnect in dumbwaiter machine room; electrical power for dumbwaiter installation and testing; electricaldisconnecting device to dumbwaiterI ;'iiffi:':"XT'f.1"'J"ffi;:iJ,"ffi Hffiffii"#.T'T:'fl;:"i'ffi?T;I rnachine room and pit. I 2' i#tffi:ffi;':;il:H:f#::T:."andintercormectinsdevices; nreararm r . I.O3 REFERENCES I A. ANSIAIFPA 70, Nationat Electrical Code.I . ANSI/NFPA 80, Fire Doors and windows. I C. ASME/ANSI Al7. | - Safety Code for Elevators and Escalators. jj D. ANSVUL l0B, Fire Tests of Door Assemblies. r E. Model Building Codes. I F. All ofter local applicable codes. I-I.O4 SYSTEMDESCRIPTION t A. Performance Requirernents:I I . Travel Speed: 18 FPM. 2. Capacity: 200 lbs. I B. Drive Unit: I f l. Motor: Totally enclosed in-line gear reduction unit, wiih steel gears supported by ball bearings in a precision housing, close coupled to a TEFC split phase motor. Twin disc I Hi:",oT":5lr#T*il:",.,or shaft with electrical release and spring actuation. Drive I .. 2. Precision machined steel drum, directly coupled to gear reduction unit with taper lock. bushing. Suspension cable t/8 inch aircraft construction. Base mounted units equipped I wifi seven gage formed stcel overhead beam attached to guide rail bracket with full ball , Dumbwaiters 14100 - I Gore Creek Residences - Resldential Vait Colorado- 03 JanuarY 2005 I I I I T I I I I t t t I I c. D. E. F. G. bearing defl ector shea"res. 3. Power Supply: l 15 volt, single phase, 15 Amps. 4. Horsepower: l/6. ConFol: l. ElecFomagnetic conholler with IEC reversing contactor, step down transformer, logic relays as required, terminals, and frses in a NEMA I enclosure. 2. Upper and lower switches fully enclosed snap contact qpe, UL approved. 3- Solenoid operated door locks. 4. Hall buftons momentary contact tlTe with stainless steel faceplate. Operation: With dl doors closed, nomentary pressure on call or send button will cause car to move to proper level and stop automatically when actuating limit switch. Frame: 16 gage galvanized steel crosshead, sidestiles, and under frame, bolted. Guide Rails: 16 gage galvanized steel formed guide rail sections with ? gage formed'steel rail brackets forjoining rail segments and attaching to wall. Cab: l. Panels and Shelf: 5/8 inch melamine finish medium density fiber board and removable shelf 2. Size: l'-10" wide x 2'-8" deep x 2'{" bigh clear. Dumbwaiter Door and Frame: Steel, swinging, 90-minute fire rated, painted. Provide equipment according to Seismic zone: l. The dumbwaiter supplier shall utilize special measures to isolate dumbwaiter equipm€nt from the building to prevent transfer of air and structure bome noise to building. l.0s SUBMITTALS H. L J. c. B. Product Data: Submit manufacturer's product data. Include the following: l. Signal and operating fixtures, operating panels and indicators. 2. Cab design, dimensions and layout. 3. Hoistway-door and frame details. 4. Electricalcharacteristicsandcormectionrequirern€nts. 5. Expected heat dissipation ofelevaor equipment in machine room (BTLI). Shop Drawings: Submit layout drawings. Include the following: l. Car, guide rails, buffers, and other componenS in hoistway. 2. Maximum rail bracket spacing. 3. Maximum loads imposed on guide rails requiring load ransfer to building structure. Loads on hoisting beams. Clearances and travel of car. Clear inside hoistway and pit dimensions. 7 . lncation and sizes of access doors, hoistway entranc€s a$d frames. Operations and Maintenance Manuals: Provide rnanuhcturer's standard operations and maintenance manual. Gore Creek Residences - Residential Vail, Colorado 03 Januarv 2005 I I T I I I 4. 5. 6- Dumbwaiters r4r00 - 2 A. B. I I I I I t I I I t I I t t.06 QUALITY ASSIJRANCE Manufacturer: Provide elevators manufactured by a firm with a minimum of l0 years experience in fabrication ofelevators equivalent to those specified. Installer: Dumbwaiter shall be installed by the manufacturer. Regulatory Requirements: Dumbwaiter system design and installation shall comply with the latest versions of ASME Al7.l. Permits and Inspections: Provide licerues and permits and perform required inspections and tests. |.07 DELIVERY, STORAGE AND HANDLING Comply with requirernents of Section 01600. Provide protective wrappings for components during shipping and storage. 1.08 SEQUENCING Coordinate Work under provisions of Section 0 | 040. Coordinate Work with the work of shaftwall and cuslom door and frame. r.08 WARRANTY B. c. D. A. B. I I I I The dumbwaiter conEactor's acceptance is conditional on the understanding that their warranty covers defective material and workmanship. The guarantee period shall not extend longer than one (l) year from the date of completion or acceptance thereof by beneficial use, whichever is earlier, of each elevator. The guarantee excludes ordinary wear and tear or improper use, vandalism, abuse, misuse, or neglect or any other causes beyond the control ofthe elevator contractor and this express wananty is in lieu of all other warranties, express or implied, including any warranty of merchantability or fihess for a particular purpose. t.09 MAINTENANCE SERVICE A quality maintenance service consisting of regular examinations, adjustrnents and lubrication of the dumbwaiter equipment shall be provided by the dumbwaiter contractor for a period of tluee (3) months after the dumbwaiter has been tumed over for the customer's use. This service shall not be subcontracted but shall be performed by the dumbwaiter contractor. AII work shall be performed by competent employees during regular working hours of regular working days and shall include emergency 24-hour callback service. This service shall not cover adjushents, repafus or replacement ofparts due to negligence, rnisuse, abuse or accidents caused by persons other that the elevator contractor. OnIy genuine parts and supplies are used in the manufacture and installation ofthe original equipment shall be provided. PART2 PRODUCTS 2.0\ MANUFACTURERS A. Gillespie Corporation: Tlpe RD-2. B. Substitutions: UnderprovisionsofSection01630. 2.05 EQIJIPMENT Dumbwaiters Gore Creek Residences - Residential Vail, Colorado 03 Januarv 2005 t I 14100 - 3 All necessary equipment and devices to meet applicable local codes and proper operation of dumbwaiter shall be included. PART3 EXECUTION 3,OI PREPARATION A. Take field dimensions and examine conditions of substrates, supports, and other conditiors under which this work is to be performed. Do not proceed with work until unsatisfactory conditions are corrected. Report deficiencies in writing. B. Verify that hoistway, pit and machine room are ready for irstallation of dumbwaiter equipment. C. Verify that shaft and openings are in accordance to manufacturer's layout as approved for installation. D. Confirm electrical power availability and characteristics; arrange for temporary elecrical power if necessary. 3.02 INSTALI.ATION A. Install all dumbwaiter components except as specifically provided for elsewhere by others. B. Install in accordance with all applicable codes. 3.03 ADruSTING A. Adjust installed Work under provisions of Section 01700. B. Adjust eguipment for proper operation in accordance \rith manufachler's standards. 3.04 CLEANING A. Clean Work under provisions of Section 01700. B. Remove protective coverings from finished surfaces. C. Clean adjacent soiled surfaces. 3.05 PROTECTION OF FIMSHED WORK A. Protect finished Work under provisions of Section 0150O. 3.06 DEMONSTRATION A. The dumbwaiter conbactor sball make a final check of each dumbwaiter operation with the Owner or Owner's representative present prjor to hrming each dumbwaiter over for use. The dumbwaiter conbactor shall determine that confol systems and operating devices are firnctioning properly. END OF'SECTION Gore Creek Residences - Residential Vail, Colorado 03 Januarv 2005 ! t I I I A. I I I I I t t I I I T I I I Dumbwaiters r4r00 - 4 I I r SECTION 15001 and 16001I MECHANICAL A}{D ELECTRICAL COOR.DINATIONII PARTI-GENERAL I 1.1 RESPoNSTBTLTTY I A. The Division 15 and 16 contractor(s) shall comply with the provisions of this section. Ther il:ffiil,"#Hffi::?ffilH1"t",ffn:ffiffi::i'*5:j;;s:1'HHil:;ff"*I mechanical equipment to Division 16 contractor(s). I B. The fmal responsibility for properly coordinating the electrical work ofthis section shall belong to t the Division 15 system contractor performing the work, which requires the electrical power. | ' :ffl:3.':'i::Ji,::"Jil:":,'::,H:,Ttrtri'",;fr:rilH,:o#3Hii;T""*'I provided by a licensed electrician in accordance with all ofthe applicable provisions of the Division l6 specifications, NEC and local codes.tf L2 woRKTNCLIJDED I A. Carefully coordinate the interface between Division 15 (Mechanical) and Division 16 @lectrical) I before submitting any equipment for review or commencing installation. B. This Division of the Specificatiors may also be referred to as 01042 by other Divisions of the r Specifications, or on the Conbact Drawings. 1.3 DEFINITIoNS I A. Automatic: Pertaining to a fimction, operation, process or device that, under specified conditions, fimctions without intervention bv human oDerator. I B. Disconnect Switch: A mechanical switching device used for changing the connections in af ciro:it, or for isolating a circuit or equipmeni ftom a power source. C. Motor Control Center: A floor mounted assembly of one or more enclosed vertical sections having a common horizontal power bus and primarily containing motor starting units. D. Control Circuit/Power: The circuit which carries the electrical signals of a control apparatus or system directing the performance of tlre controller but does not carry &e main power circuit. E. Manual Operation: Operation by hand without the use of any other power. F. MC: Mechanical Contractor: Division 15 Contractor who fi:mishes motor. G. TC: Temperature Controls : Division 15950 Contractor who frrmishes control. H. EC: Electrical Contractor : Division 16 Contactor. Mechanical and Electrical Coordination 15001-1 Gore Creek Residences - Residential Vail, Coloradot 03 Januarv 2005 t I I I l FA: Fire Alarm Conhactor: Division 16510 Contractor who furnishes Fire Alarm Systern EP: Elecric to Pneumatic Converter. PE: Pneumatic to Electric Converter. I. J. K. I I I I I t I t I I I t I T I 1,.4 RESPONSIBILITYSCHEDTJLE Responsibility: Unless otherwise indicated, all motors and conhols for Division 15 equipment shall be furnished, set in place and wired in accordance with th€ following schedule: I I I Gore Creek Residences - Residential Vail, Colorado 03 Januarv 2005 ITEM -Furnished Under Set In Place Under Power Wiring Under Control Wiring Under MC: Mechanical Contractor TC: Temperature Contractor EC: Elecrical C.ontractor FA: Fire Alarm Contractor AIIU Interior Marine Liehts MC MC EC MC Equipment Motors MC MC EC Automatically or Manually Controlled Starters/Contactors: (Note 4) -Separate -Factorv Mounted and Wired MC MC EC MC EC EC TC TC In Motor Control Centers (Note 4)EC EC EC TC Motor Speed Conhollers: (Note 4) -Separate -Factory Mounted and Wired MC MC EC MC EC EC TC TC Disconnect Switches (Note l)EC EC EC Thermal Overload Switches (Note l)EC EC EC Switches (Manual or Automatic other than disconnect) (Note 2) MC orTC MC or TC EC orTC TC orMC Contol Relays fNote 2)MC or TC MC orTC TC Control Transformers MC or TC MC orTC EC orTC TC Push Button Stations, Pilot Lights MC EC EC EC Thermostat and Controls: Integral with Equipment or Directly Attached to Ducrc, Pipes, etc. Note 2) MCoTTC EC or TC EC or TC TC Equipment in Terrperature Control Panels TC TC TC TC Standalone Contol Panels (BAS) (Note 6) TC TC TC TC Valve Motors, Darnper Motors, Solenoid Valves, etc.TC TC TC TC EP Valves or Switches, P.E. Switches. etc. TC TC TC Fire Alarm System (Note 3)FA FA EC FA Fire Sprinkler Alarm (Note 3)MC MC EC FA Duct System Srmke Detectors (Note 5) FA MC TCYFA Relays for Fan Control via duct detectors (Note 5)MC MC EC TC Room Smoke Detectors Including Relays for Fan C.ontol (Note 3) FA FA FA Smoke Manasement Controls (Note 7)FA FA EC FA CO Sensors TC TC TC TC Control Air Cornoressor TC TC TC TC Refrigerated Air Dryer TC TC TC TC Equipment Interlocks TC TC TC Mechanical and Electrical Coordination 15001-2 1.5 t I I I I I I l I l I I I T I ! I T I (l) If fumished as part of factory wired equipment fumished and set in place by MC, wiring and connections by EC. (2) If float switches, line thermostats, P.E. switches, time switches, or other controls carry tbe FULL LOAD CURRENT to any motor, they shall be fumisbed by MC, but they shall be set in place and connected by EC, except that where such items are an integral part of the mechanical equipmen! or directly attached to ducts, piping, or other mechanical equipment, they shall be fumished and set in place by MC and connected by EC. If they do not carry the FULL LOAD CURREN'T to any motor, they shall be fumished, set in place and wired by TC contractor. (3) Pre-action system initiation sigrrals (such as smoke detectors, or general alarm conditions in a pre-action zone) shall be provided under Division 16510. (4) Electrical contactor is responsible for wiring fiom starter to motor, unless factory wired. (5) Tenperahue control contractor shall provide conduit and wire from auxilary contact in mtor starter to the detector so that the unit shuts down in all operating modes. Fire Alarm Crntractor to wire from detector to fire alarm panel. (6) Each division shall be fully responsible for any control panels as called for on the drawings or speci fications.(7) Division 15 and 16 shall provide all power and control wiring to fue/smoke or smoke danpers along with initiation signals to temperature conrol panels as described in the specifications. B. Power Wiring by Division 15: The electrical power for certain equipment pmvided under Division 15 has not been specifically indicated on the electrical drawings and must be provided by and field coordinated by the Division l5 tade requiring such power. Suffrcient power for this purpose shall be firnistred as "spare" dedicated circuit capacity in Division l6's panelboards. All wiring, conduit and electrical devices downstream ofthe panelboards is the responsibility ofthe Division l5 trade requiring the power. l. Such equipment is hereby defured as: a. Electrical heat hace. Required heat hace locations, capacities and specification are shown on the plumbing drawings (Division 15400 work). b. Fire protection air corrpressors, dry-pipe control panels and valves. Required connections are included in the Division 15300 work, and will be shown by that conmctor's engineered system desigrr drawings. (l) Pre-action system initiation signals (such as smoke detectors, or general alarm conditions in a pre-action mne) sball be provided under Division 16 fue alarm work. (2> Division 15300 sball provide pre-action control panel and interconnection between nearest suitable fue alarm panel and location of pre-action valve(s). (3) Division l6 shall provide interconnection between fire connnand center alarm panel (provided mder Division lQ and remote communication fire alarm panel (provided under Division 16). c. Infrared plumbing fixtures. Fixtures requiring power are shown on the plumbing drawings and schedules. Provide junction box and or receptical as required by manufacfurer.2. Temperatue control panels, control air compressors and line voltage power for 24v conhol transforners. Required cormections are included in Division 15950 and will be shown by that contractor's control submittal drawings. GENERAL REQIJIREMENTS Gore Creek Residences - Residential Vail, Colorado 03 Januarv 2lD5 Mechanical and Electrical Coordination 15001-3 Connections: l. Cormections to all controls directly attached to ducts, piping and mechanical equipment shall be made wid-r flexible connections. Starters: l. Provide magnetic starters for all lhree phase rnotors and equipment corrplete with: Control fansforrners. l20V holding coils. Integral hand-off-auto switch. Auxiliary contacts required for system operation plus one (l) spare. Refer to Section 15170 Motors. Starters and Drives. Remote Switches and Pushbutton Stations: l. Provide remote switches and/or pushbutton stations required for manually operated equipment (if no automatic controls have been provided) conplete with pilot lights ofan approved type lighted by current from load side of starter. Special Requirements: l. Motors, starters and other electrical equipment installed in moist areas or areas of special conditions, such as explosion proof, shall be designed and approved for installation in sucb areas with appropriate enclostre. Identification: l. Provide identification ofpurpose for each switch and/or pushbutton station ftmished. Identification may be either engraved plastic sign permanently rnounted to wall bclow switc\ or starrping on switch cover proper. All such identification signs and/or switch covers in finished areas shall match other hardware in the innnediate area. Control Voltage: l. Maximum allowable conbol voltage I 20V. Fully protect confrol circuit conductors in accordance with National Electrical Code. DDC Control Interface: I . Fully cmrdinate the requirerrents of each division with regod to supplying a conplete DDC Contol System prior to submifing bid. 2. All control power shall be furnished via dedicated line voltage cfucuits. 3. Dedicated control circuits from electrical panelboards to DDC contol panels and from electical panelboards to dedicated DDC J-boxes (for distributed control components such as VAV boxes), I-boxes, and control tansformer line voltage connections shall be provided under Division 15950 where requircd and as shown on the drawings. a. Exceptions: The following Division 15 equiprrnt has been provided with electrical power feeders downstream of the panelboards by Division 16: ( I ) Division I 65 I 0, Fire Alarm System Panels. b. See the drawings for additional exceptions. 4. Low voltage wiring ftom J-boxes to distnbuted contol conponents, all low voltage corurections, all control panels and all control hansformers (not part ofunitary equipment) shall be orovided under Division 15950. I I I t I I I ! I I I I I I I ! I ! b. d. A. B. c. D. E. F. G. Gore Creek Residences - Residential I ,";;1":*;11"' tMechanical and Electrical Coordination 15001-4 r II 5. Ary additional power requirements shall be the responsibility ofthe Division 15950 t Contractor requiring same, and provided at no additional cost to the owner. - 1.6 cEILING AIvD cHASE, cAvITypREcEDENCE I A. Coordinate ceiling cavity space carefully with all nades. ln the event of conflicr, install I mechanical and electric systerns within the cavity space allocation in the following order of precedence. A system with higher precedence may direct that systems of lower precedence be I relocated from space, which is required for expedient routing ofthe precedent system. I 1. Plumbing waste, cooling coil drain piping, and roof drain mains and leaders. 2. Steam and condensate piping. t 3. Hydronic main piping (l2" and larger). ll 4. Plumbing vent piping. 5. Supply, retum and exhaust ductwork. f1 6. Electrical conduit greater than 4" diameter. I '1. Hydronic branch and mains (greater than 2", but less than 12"). 8. Domestic water piping.r ?; ffiHffi,1l:rfrilJ,!:'"H"", - I I. Domestic hot and cold water branches. 12. Electrical conduit branch feeders. I 13. Pneumatic control piping. I 14. Fire sprinkler branch piping and sprinkler runouts. I B. Light fixnues have precedence in a zone, which is the same height above the ceiling as the depth of t the fixture (plus2"). C. Examine the contract documents of all trades (e.g. all Division 15 and 16 drawings, rhe t architectual floor plans, reflected ceiling plans, elevations and sections, stuctural plans and I sections, etc.). I D. Coordinate necessary equipment, ductwork and piping locations so that tlrc final installation is I cornpatible with the materials and equipment of the other trades. E. Prepare shop drawings for installation of all new work before installation to veri! coordination of work between Fades. I F. Provide access doors for all equipmen! valves, clean-outs, actuators and controls which require .l access for adustnent or servicing and which are located in otherwise unaccessible locations. I 1. For equipment located in "accessible locations" such as lay-in ceilings: Ircate equipmentI ::"fi::l;f,"#fr#i:i;Tff?#"#"1#:lr:',Tff::'"",ffJ1?*. I system, electrical fixtures, etc. "Normal maintenance" includes, but is not limited to: filter changing; greasing ofbearings; using p/t porS for pressure or terperah[e measurements; I and replacement of ballass, fises, etc. t PART2-PRODUCTS II 2.1 MoroRHoRsEpowER t A. In general, all motors % HP and above shall be three phase, alt motors %HP or less shall be single I phase. I Mechanical rnd Electrical Coordination 15001-5 Gore Creek Residences - Residential I Vail, Colorado 03 January 2005 Voltage and phase of motors as scheduled on the elecFical drawings shall take precedence in the case of a conflict between the nrechanical and electrical drawings or general condition 2. l. A., above. Work under Division 15 includes coordinating the electrical requirements of all mechanical equipment with the requirements of the work under Division 16, before ordering the equipment. I . If motor horsepowers are changed under the work of Division I 5 without a change in duty ofthe motor's driven device, coordination ofadditional electrical work (ifany) and additional payment for that work (if any) shall be provided under the section of Division 15 initiating the change. lncreases or decreases in motor horsepower frorn that specified shall not be made without written approval from the Architect/Engineer. PART 3 - EXECUTION - (Not Used) ENDOF SECTION Gore Creek Residences - Resldential Vail, Colorado 03 January 2005 I I I I T T I T I I I I I I I T I ! I B. Mecbanical and Electrical Coordination 15001-6 I III I sEcTroN rs0l0 I BAsIC MEcHANIcAL REQUIREMENTS I PARTI-GENERAL I I.1 RELATEDDOCI,JMENTS I A. This Section supplements Division I - General Requirements-I B. Where contradictions occur between this Section and Division l, the most stringent of the two shall apply. Architect shall decide which is most stringent. I C. Provisions of this section shall also apply to all sections ofDivision 15. I I.2 DEFINITIONSI A. The definitions of Division I and the General Conditions of this specification also apply to the .r Division 15 contract. !B. 'Contract Documents" constitute the drawings, specifications, general conditions, project manuals, etc., prepared by Engineer (or other design professional in association with Engineer) for a contractor's bid or contractor's negotiations with the Owner. The Division 15 drawings and specifications prepared by the Engineer arc not corxtruction documents. I C. "Construction Docurnents", "construction drawings", and similar terms for Division 15 work refer I to installation diagrams, shop drawings and coordination drawings prepared by the contractor using the design intent indicated on the Engineer's contract documents- These specifications detail the contractor's responsibility for "Engineering by Contractof' and for preparation ofconstruction I documents- D. "(N)" indicates "ned' equipment to be provided under this contract.I I E. '{E)" indicates "existing" equipment on site which may or may not need to be relocated as a part of this work. t F. '(R)" indicates existing equipment to be relocated as part ofthis work G. nFumish" means to "supply'' and usually refers to an item of equipment. t H. "Install" means to "set in place, connect and place in firll operational order". I l. "Provide" rrcans to "fumish and imall". |l J. "Equal" or "Equivalent" means "meets the specifications ofthe reference product or item in allI significant aspects." Significant aspects shit be as determined by the Architect/Engineer. I K. "Work by other(s) divisioru"; "re:- Division", and similar expressions means work to be t performed under the conhact documents, but not necessarily under the division or section of the work on which the note appears. It is the contractors sole responsibility to coordinate the work of I the contract between hiVlrer supplien, subcontractors and employees. Ifclarification is required, I consult Architect/Engineer before zubmining bid. By inference, any reference to a 'bontractor" or "sub-contractor" means the enti5r, which has contracted with the Owner for the I work ofthe Contract Docurnents. I - Basic Mechanical 15010-l Gore Creek Residences - Residential I Requiremenls Vail, ColoradoI 03 Januan 2005 L By inference, any reference to a "conhactor" or "sub-contractor" means the entity, which has contracted with the owner for the work of the Contract Documents. M. "Fngineer'r means the design professional firm, which has prepared these contract documents. All questions, subrnittals, etc. of dris division shall be routed to the Engineer (through proper contracfiral channels). I.3 COORDINATION WITHIN DTVISION T5 A. Contract Documents: l. General: The Conbact Docurnents are diagrammatic shou/ing certain physical relationships, which must be established within the Division l5 work and its interface with olher work. Such establishment is the exclusive responsibility of fie Contractor. Drawings shall not be scaled for the purpose ofestablishing material quantities. 2. Supplemental Instructions: The exact location for some items in this Specification may not be shown on the Drawings. The location of such items may be established by the Architect during the progress of the work. 3. Discrepancies: a. . Examine Drawings and Specifications of all Divisions of the work. b. Report any discrepancies to the Architect and obain written insructions before proceeding. c. Should there be a conflict within or between the Specifications or Drawings, the most stringent or higher quality requiremene shall apply.d. Items called for in either specifications or drawings sball be required as ifcalled for in bottr" 4. Construcability: a. Examine Drawings and Specifications of all Divisions of the work. b. Report any issues to the Architect wbich may prevent installation ofDivision l5 work in accordarrce with the Contract Documents and the original construction contracl. c. Report all issues within 90 darn after contract. B. Be responsible for providing proper documentation ofequipment product data and shop drawings to all entities providing service. This coordination shall include, but not be limited to the following: l. Division 15300 - Series conractor (Fire Protection Contractor) shall provide shop drawings to all other Division l5 contractors. 2. Division 15950 and 15990 - Contsactors (Automatic Temperature Controls, Building Management and Test-AdjustBalance Contractors) shall be provided with eguipment prodtrct &ta and shop drawings as appropriate from otber Division 15 and Djvision 16 contractors, and shall fumish the same information about control devices (such as valves, test wells, etc.) to the appropriate Division l5 Contractor. C, Coordination Drawings: L Submit coordination drawings for all Division 15 work. The drawings shall be ftlly coordinated and signed offby all affected rades prior to submission. The coordination drawings shall include the following at a minimum. a. All rnajor ductwork, piping, conduit and equipment. b. Rellected ceiling plans with light fixtures. Current architectural floor plans. Major structural elements. Elevations of piping ductwork or equipment. Sections through critical spaces. I I I I I T I I I I I I T I I I t ! I c. d. e. f Basic Mechanical Requir€ments Gore Creek Residenccs - Residential Vail, Colorado 03 January 2lX)5 15010-2 I I t 2. The drawings shall be at a suitable scale ( l/E"=l'-0" minimum) to clearly show t 3. STrli?sttted wirhout approved coordination drawings is done at the confiactor'sI ,ilk. I D. CAD Drawings: I l. Electronic Auto Cad &awings are available for purchase from M-E Engineers. I E. Existing Conditions:I l. Inspect existing conditions prior to bidding. 2. Provide proper coordination of mechanical work with existing conditions. I F. Utility Connections: t l. Coordinate the connection of mechanical qatem with the Civil drawings and utilityI comparues. 2. Comply with regulations of utility suppliers, I 3. The Conbact Documents indicate the available information on existing utilities and I sewices, and on new services (ifany) to be provided to the project by utility companies and agencies. - a. Notiry fuchitect/Engineer immediately if discrepancies are found. I 4. Coordinate mechanical utility intemlptions on€ week in advance with the Owner and the! Utility Company. I Plan work so that duration of the intemrption is kept to a minimum. I r.4 COORDINATION WITII OTHER DTVISTONS ,- A. General: I l. Coordinate the Division 15 work to the progress of the work of other trades. 2. Complete the entire installation as soon as the condition of the building will permit. I 3. The project wilt be constructed under muttiple bid packages. Coordinate this Division's I work with the progress ofthe other bid package's work. t B. Coordinate ceiling cavity space carefully with all oades. In the event of conflict, install I mecbanical and electric systems within the cavity space allocation in the following order: r ) iH:il:#:#l#,1"m',nH,r''**^I 3. Plumbing vent piprng. 4. Supply, return and exhaust ductwork. r 5, Electricat conduit greater than 4" diameter.ll 6. Hydronic branch and mains (greater than 2", but less than l2'). 7 . Domestic water piping. 8. Fire sprinkler mains and leaders.! 9. Hydronic branch piping (2" and less). 10. Domestic hot and cold water branches. I l. Electrical conduir branch feeders.ll 12. Fire sprinkler branch piping and sprinkler runouts. I C. Coordination with Elecrical Work. Refer to Section 15/16001. I Gore Creek Residences - Residential Vail, Colorado 03 January 2lD5I lffi'xff*;'*'150r0-3 D. Cutting and Patching: Refer to Division I and Section 15050. E. Chases, Inserts and Openings: l. Provide measurements, drawings, and layouts so $at openings, inserts and chases in new construction caD be built in as coruEuction progresses. 2. Cbeck sizes and locations ofopenings provided. a. Any cutting and patching made necessary by failure to provide measuremenls, drawings, and layouts at the props time shall be done at no additional cost to the Owner. b. Coordinate roofopenings for all roof-mounted equipment. Openings on documents are diagrarnmatic and do not represent manuftcturer specific requirements. Actual opening size, orientation and location, as well as structural coordination, is the responsibility of the mechanical contractor. c. Provide fransitions on ductwork to accommodate actual roofopenings. F. Support Dimensions: Provide dimensions and drawings so dlat concrete bases and other equipment supports to be provided under other Sections ofthe Specifications can be built at the proper time. I.5 COORDINATION WITII EXISTING OCCUPTED AREAS A. Minimize disruptions to operation of mechanical systerns in occupied areas. B. Coordinate any required disruptions with the Owner, one week in advance. C. Provide temporary connections to prevent long disruptions. 1.6 ENGINEERINGBYCONTRACTOR A. The construction ofthis building requircs the contractor to design several systems or subsystems. All such designs shall be the complete responsibility of the contractor. B. Systems or subsystems which require engineering responsibility by the contractor include, but are not limited to: l. Any system mt fully detailed on tbe drawings. 2. Fire sprinkler. 3. Equipment supports, not fully detailed in the drawings. 4. Pipe hangers and ancbon not specified in these documens, or cataloged by the manuficturer. 5. Duct supports, hangers and miscellaneous steel as required. 6. Temperature conrols. 7. Snowmelt loop layout. 8. Piping expansion and contraction provisiom. 9. Ductwork supPorts. 10. Equipment supports, hangers. I I . Ductwork support systems. I,7 REGULATORYREQI,]IREMENTS Codes: Comply with the following: l. International Building Code. 2. International Mechanical Code. 3. International Plumbing Code. 15010"4 I I I I I I I I I I I I T t I I I I tBasic Mechanical R€quirements Gore Creek Resld€nces - Rcsidentill Vall, Colorado. 03 January 2005 t tI 4. National Electric Code.I ;: ffy,:"i".lH:lli.TH,:?:,'":'"a B. Applicable pamphlets of NFPA. I C. Requirements of Local Utility Companies: l. Comply with rules and regulations of local utility companies. Include in bid the cost of all valves, valve boxes, meter box€s, meters and such accessory equipment which will be f required for the project. a D. Other Regulations: Comply with the latest editions of the following: I l. U.S. and Sate Departnent of tabor Safety Regulations pertaining to the completed I z. i'fiiii;.r"o "rFire Departnents serving the project.r 3. Regulations of the Health Departnent having jurisdiction. 4. Regulations of the Office of State Fire Marshal. I 5. ASHRAE Energy Conservation Standard 90A. I 6. ASHRAE Ventilation Standard 52. 7. Requirements of the State Oil Inspector. 8. Americans with Disabilities Act (ADA). J 9. Clean Air Act. 10. Colorado Air Quality control Commission Regulation #15. I l. Clean Water Act.I I E. Additional Regulations: Follow additional regulations, whicb appear in individual Sections of these Specifications. I F. Contradictions: Where codes are contadictory follow the most stringent, unless otherwiseI indicated in Plans or Specifications. Architect/Engineer shall determine which is most stringent. a G. Contract Docurnents Not in Compliance: I l. Where the Drawings and Specifications do not comply with the minimum requirements of I *.?,"^iT:^"^.i:: notiry the Architect/Engineer in writing during the Bidding Period of ther ;ffi:'d::::$"*lTif"h::'ffil?h::'"'":#effi11ilfiI#"*ffr'* I compJete all work necessary to meet these requiremenrc without additional expense to tb€ t 2. Follow Drawings and Specifications where they are superior to Code requirements. - H. Permits: II t. Obtain all pemrits required by autlrorities and agencies having jurisdiction for the work of this Division. 2, Post permits as required.t L Tap and Connection Fees: I l. Pay fees charged by Utilities for making connections, bringing service to property line, or to meter and similar services.r 2 HJT$:T,lTffi#il:,:il:1"ilff:ffi',il,l;i"ffiyifi,';triiilyl::f:F.;:*'I t fiffiH"*:,-Gore Creek Residences - Residentiel Vail, Coloredo 03 January 2005 15010-5 Division. Inspections and Tests: l. Arrange for all required inspections and tests. 2. Pay all charges. 3. NotiS Architect/Engineer 48 hours before tests. 4. Submit one copy for Owners records ofpermits, licenses, inspection reports and test reports. RECORDDRAWINGS General Recording Procedure: Maintain a blue-line set of Division l5 Contract Drawings in clean, undamaged condition, for mark-up of insallations, which vary, substantially from the Contract Drawings. Record changes drawn to scale and fully dimensioned, as specified in Division l. a. Work corrcealed behind or within other work, in an inaccessible arangement. b. Mains and branches of piping systerrs: (l) with valves and control devices located and numbered. (2) with concealed unions located. (3) with items requiriDg maintenance located (traps, strainers, expansion comp ensators, tanks, etc.). c. Underground piping and ducts, both exterior and interior. d. Ductwork layouts, including locations ofcoils, dampers, filters, boxes and similar units. e. Concealed control system devices and sensors. B.Corrected Drawings: Obtain a set of contract drawings on CAD. Update the CAD files to reflect as-built conditions. Transrnit corrected CAD files and plots as a submittal to the fuchitect/Engineer for Owner's use and record. c.Temperature Control Drawings: |.Indicate as-built conditions of work under this contract irrcluding: Iadder wiring diagram. Pneumatic schematic diagrams. One line qntem diagram. Control schematic ofequipment with control devices located and identifred. Wiring or tubing termination diagrams. List of materials. Floor plan indicating all device locations. Control sequences. Indicale electrical power source for each point ofconnection to the electrical systern- Reproducible temperahrre control drawings shall be delivered to the Architect prior to Owner's acceptance of project. OPERATING AND MAINTENANCE DATA Refer to Division I for additional requirements. l. 2. l., J. I I I I I I I I I I I I T t I I I T I a- b. d. e. f h. i. 2. A Basic Mechanical Requirements Gore Creck Residences - Residential Vail, Colorado 03 January 2005 15010-6 l.l0 1.11 I I I I I I I I I I t I T I I I I I 7 B. Submission: l. Submit typed and bound copies of Operating and Maintenance Manuals prior to scheduling systems demonstration for tbe Owner, as specified in Dvision l. 2, Bind each Maintenance Manual in one or more vinyl covered, 3-ring binders, with pockets for folded drawings. a. Mark the back spine of each binder with system identification and volume number. C. Required Contents: l. Manuals shall have index with tab dividers for each major equipment section to facilitate locating information on specific piece of equipment. 2. Identifu data within each section with drawing code numbers as they appear on Drawings and Specifications. Include as a minimum the following data: a. Alphabetical list of slntem components, with the name, address and 24 hour telephone number of the company responsible for sewicing each item during the frst year ofoperation. Include point ofcontact for company. b. Operating instructions for complete system including: (l) Emergency procedures for fire and failure ofmajor equipment. (2) Major start, operation and shut-down procedures. c, Maintenance Instructions for each piece ofequipment including: ( l) Equipment lists. . (2) Proper lubricants and lubricating instructions for each piece of equlpment, (3) Necessary cleaning, replacement and/or adjushnent schedule. (4) Product Data- (5) Installation instructions. (6) Parts lists. (7) ComPlete wiring diagrams. d, Temperature control diagrarns and O&M information as specified above (as- built). e. Marked or changed prins locating concealed parts and variations from tbe original system design (as-built drawings). f. Balancing R€port. g. Valve schedule and associated piping schematics. See Division 15 190, Mechanical Identifi cation. h. Copies ofany extended equipment warranties, which are greater than one year. WARRAIITIES A. The urarranty period is one year after Date ofAccepance. l. During this period, provide labor and materials as required to repair or replace defects in the mechanical system at no additional cost to the Owner, Provide certificate with O&M manual submittal which guarantees same-day service respo$e to Owners call for all such warranry service. 2. Provide certificates for such items ofequipment which have waranties in excess ofone year. Insert copies in O&M manuals. 3. Provide extended manufacturers warranties to cover one firll year from date of acceptance ifstandard warranty starts any time prior to that date. B. Refer to Division I for additional requirements- scoPf, Baslc Mechanical Requirernents Gore Creek Residences - Residential Vail, Colorado 03 January 2005 r50r0-7 I I I I I t I I I I I I I I I I t I I l'13 A. The Contractor shall: l. Supply all labor, ransportation, materials, apparat$, light, and tools necessary for the conrpletion of the mechanical work. 2. Install, maintain, and remove all construction equipment. 3. Be resporsible for safe,lawful, and proper construction mainlenance. Construct, in the best and most workmanlike manner, a complete project and everything properly incidental thereto, as shown on the Drawings, as stated in the Specifications, or reasonably implied therefrom, all in accordance with the Contsact documents. MANDATORY GOVERNING PROVISION A. Omissions of words or phrases, such as "the Contractor shall," "in conformity with," "shall be," "as noted on the Drawings," "according to the Drawings," "an," "the," and "all," are intentional. B. Omitted words or phrases shall be supplied by inference. TEMPORARY FACILITIES A. Light, Heag Power, etc. l. Responsibility for providing temporary electricity, heat and other facilities shall be as specified in Division l. 2. Contractor shall be responsible for maintaining the equipment in an as-new condition. Equipment will not be tumed over to the Owrer until it is brought up to as-new condition. 3. The contractor shall be responsible for maintaining acceptable indoor air quality in adjacent occupied spaces. B. Use of Permanent Building Equipment for Temporary Heating or Cooling. l Permanent building equipment shall not be used without written permission from the Owner. Ifthis equipment is used for temporary heating or cooling, it shall be adequately maintained per manufacturer's instnrctions and protected with filters, strainers, controls, reliefs, etc. The confactor shall protect all equipment and s),stems as directed by the engineer. The warranty period shall not start until the equipment is tumed ov€r to the Owner for his use. The contractor shall provide extended wananties for parts and labor for all such equipment. Equipment shall not b€ tumed over to the Ovmer until the tempenturc contols have been tested and accepted by the Owner and Engineer. I.T4 ROUGH.INF'ORFUTI,JRECONNI,CTION A. Provide rough-in services for all qctems which shall extend to firture equipment or spaces as shown on the drawings. a. Provide sufficiently sized branch plumbing lines with isolation valves to serve the residential units. 2. Sanitary, Sewer, Storm Sewer and fire sprinkler main rough-irs shall be provided. INSTALI,ATION GEI\TERAL REQUIREMENTS A. Fumish, apply, install, connect, erect, clean, and condition manufactured materials and equipment as recomnended in manufachrrer's printed directions (maintained on job site during installation). B. Provide all attachment devices and materials necessary to secure materials together or to other materials. Basic Mechanical Requirements Gore Creek Residences - Residential Vail, Colorado 03 January 2fi)5 150r0-8 C. R. S. I I I I I t I I I I I I I I I I I I I D. E. F. Make allowance for ample and normal expansion and contraction for all building components and piping systems that are subject to such. Install materials only when conditions of temperature, moishre, humidity, and conditions of adjacent building components are conducive to achieving the best installation results' Erect, insrall, ard secure components in a strucnrally sound and appropriate manner. Where necessary, temporarily brace, shore, or otherwise support members until final connections are installed. Leave all temporary bracing, shoring, or other structural supports in place as long as practical for safety and to maintain proper alignment. Handle materials in a manner lo prevent scratching, abrading, distortion, chipping, breaking, or other disfigurement. Conduct work in a manner to avoid injury or damage to previously placed work Any work so impaired or damaged shall be replaced at no expense to Owner. Fabricate and install materials true to line, plumb, and level. Leave finished surfaces smooth and flat, free from wrinkles, warps, scratches, dents, and other imperfections. Furnish materials in longest practical lengths and largest practical sizes to avoid all unnecessary jointing. Make alljoints secure, tightly fitted, and as inconspicuous as possible by the best accepted practice in joinery and fabrication. Consult Engineer for mounting height or position ofany unit not specifically indicated or located on Drawings or specified in Specifications. Job mixed multi-component materials used in the work shall be mixed in such regulated and properly sized batches that material can be used before it begins to "set". Mixing of a partially "set" batch with another batch of fresh materials will not be accepted and entire batch sball be discarded and renoved Aom site. Clean all mixing tools and appliances that can be contaminated prior to mixing of fresh materials. In addition to the above refer to each Section of the Specifications for additional installation requirements for the proper completion of all work H. L J. K. L. M. N. o. P. a. PART2-PRODUCIS 2.r QUALTTY CONTROL Basic Mechanlcal Requirem€nts A. Refer to Division I of the Specifications. B. The manufacturer of equipment or materials listed on the drawings or first named in the specification is the basis ofdesign. Ifthe drawings and specifications are in conflict, the drawings shall take precedence. Other manufacturers listed are considered general equivalents only. See Gore Creek Residences - Residential Vail, Colorado 03 January 2005 r50r0-9 below for coordination of substitutions. C. Products by manufacturers not listed in this Specification may be submitted to the Engineer, in writing, at least seven days before Bid Da!e. l. Submittals will be reviewed for general equivalence only. 2. Approval for use in bidding will be issued by Engineer at least trvo days before Bid Date. 3. Products not considered to be general equivalents mayhot be bid. D. Items submitted as a substitution to the basis ofdesign or listed general equivalents shall be identified as such and shall include a written request for substitution indicating the following: l Contsact price adjustnent. 2. Conhact time adjustrnent. 3. Item by item breakdown ofdifferences between basis ofdesign and substituted item. 4. Operation, maintenance, and energy cost difference. E. Coordination of general equivalents and substitutions: Wbere Contract Documents permit selection from several general equivalents, or where substitutioru are authorized, coordinate clearance and other interface requirements with mechanical and olher work l. Provide necessary additional items so that selected or substituted item operates equivalent to the basis ofdesign and properly fits in the available space allocated for the basis of design. 2. Provide all features which are standard on the basis of design. 3. Contractor is responsible for assuring that piping, conduit, duct, flue, and other service locations for general equivalents or substitutions do not cause access, service, or operational difficulties any greater than would be encountered with the basis ofdesign. 2.2 GENERALSUBMITTALRXQUIREMENTS A. Refer to Division l. B. Coordination and Sequencing: l. Coordinate submittals 2 weeks (min.) prior to expected order date so that work will not be delayed by subrnittals. 2. No extension oftime will be allowed because of failure to properly coordinate and sequence subminals. 3. Do not submit product data, or allow its rse on the project until compliance with requirement ofContract Documenb has been confirmed by Conractor. 4. Submittal is for information and record, unless otherwise indicated, and is not a change order request. 5. Submitting contractor is responsible for routing reviewed submittals to all parties affected including but not limited to electrical, temperature control, and test and balance subcontractofs. C. Preparation of Subminals: l. Refer to Division I requirements. 2. Provide perrranent marking on each submittal to identify project, date, Contractor, Subcontractor, Supplier, submittal name and similar information to distinguish it Aom other subrnittals. 3. Indicate any portions of work which deviate from the Confact Documents. a. Explain the reasons for the deviations. b. Show how such deviations coordinale with interfacing portions of other work. I I I I I I I I I I I I I t I T I I IBasic Mechanlcal Requlrements Gore Creek Residenc$ - Residcntlal Voil, Colorado 03 January 2lD5 r5010-10 D. E. I I I I I I I t t I t I I I I T I I I 4. Show Contractor's executed review and approval marking. 5. Provide space for Architect's/Engineer's "Action" marking. 6. Submittals which are received from sources odrcr than through Conractor's office will be returned'Without Action". 7 . Submittals shall be presented in a neat and legible fashion and shall be retumed "Without Action" ifpresented in any other fashion. Quantities: Unless otherwise indicated in Division l, submit six copies. I . Refer to Division I requirements. 2. Multiple S),stem Iterns: Where a required submittal relates to an operation or item of equipment used in more than one system, increase the number offinal copies as necessary to complete the Maintenance Manuals for each system. 3. Preliminary Submittal: Provide a preliminary, two-copy submittal for automatic temperature controls and when product data is required (or desired by Contractor) for selection of options by Architect/Engineer. 4. General Distribution: a. Provide additional distribution ofsubmittals (not included in foregoing copy submittal requirements) to Subcontractors, Suppliers, Fabricaton, Installers, Coveming Authorities and olhers as necessary for proper performarrce of the work. b, Include such additional copies in transmittal to Architect/Engineer where required to receive "Action" marking before final disribution. (1) Show such distributions on transmittal forms. Response to Submittals: Where standard product data have been submitted, it is recognizd: l. That the Submitter has determined that the products fulfill the specified requirements. 2. That the submittal is for tbe Architect's or Engineer's information only, but will be returned with appropriate action where observed to be not in compliance with the requirements. F. If more than two submissions (either for shop drawings, as-built drawings, or test and balance reports) are made by the contractor, the Owner reserves the right to charge the contractor for subsequent reviews by their consultants. Such extra fees shall be deducted from payments by the Owner to the conhactor, 2.I SPECIFICCATEGORYSTJBMITTALREQUIREMENTS A. Manufachrer's Data: l. Where pre-printed data covers more than one distinct pmduct, size, type, material, bim, acc€ssory group or other variation, mark submitted copy with black pen to indicate which of the variations is to be provided. 2. Delete or mark-out significant portions ofpre-printed data which are not applicable. 3, Wbere operating ranges are shown, mark data to show portion of range required for projecr application. 4. For each product, include tbe following: Sizes Weights Speeds Capacities Piping and electrical connection sizes and locations. Statements of compliance with the required standards and regulations. a. b. c. d. e. f. Basic Mechanical Requirernents Gore Creek Rcsidences - Residentlal Vail, Colorado 03 January 2fl)5 rS0lGrr g. Performance data. h. Manufacturer'sspecificationsandinstallationinsructions. B- Shop Drawings: l. Prepare Mechanical Shop Drawings, except diagrans, to accurate scale. a, Show clearance dimensions at critical locations. b. Show dimensions ofspaces required for operation and maintenance. C. Show interfaces with other work, including structural support. C. Test Reports: l. Submit test reports which have been signed and dated by the firm performing the test. 2. Prepare test reports in the manner specified in the standard or regrlation governing the test procedure (ifany) as indicated. D. Required equipment and shop drawing submittals: I . Provide a submittal schedule with bid. 2. Provide equipment submittals for each item ofequipment specified or scheduled in the contract documents. 3. Subminal Schedule shall show each item of equipment, applicable Section ofthe specifications where it is described, applicable Drawing number and schedule name where it is scheduled, date ofContractor's proposed submittal to Architect, required date to receive submittal from Architect and schedule order date. 4. Provide a Mechanical Shop Drawing Schedule for submission to the Architect with the Submittal Schedule. Refer to paragraph 1.3 -Coordination Within Division 15 - abovc. 2.4 COMPATIBILITY A. General: Provide products which are compatible with other products of the mechanical work, and with other work requiring interface with the mechanical work. B. Altinrde Ratings: Except where noted otherwise, all ratings and capacities stated in the Contract Docurnents are at the altitude of the poject, not sea level. Project Ahitude shall be considered to be 8150 feet. C. Fuel Characteristics: l. Review fuel characteristics with the Fuel Supplier designated by the Owner. 2. Determine bumer or combustion equipment provisions needed for optimum performance. Provide equipment accordingly. D. Power Characteristics: l. For power characteristics of equipment supplied under Division l5 Sections, refer to the Sections ofDivision l6 and the Electrical Drawings for the power characteristics ofeach power driven item of mechanical equipment. 2. Coordinate available power with Electrical Contractor before ordering equipment. Mechanical Conractor shall be responsible for ordering equipment to meet the available power characteristics. 3. See also Division l5/l6ml of these specifications. 4. If there is a conflict between Division l5 documents and Division 16 documents, alert the engineer. Do not order equipment prior to determining the proper electrical servic€. No contract cost adjusftrent will be allowed for equipment ordered in conflict wjth the I I I t I I I I I I I I I t I I I I IBasic Mechanical Requirements Gore Creek Residences - Residentlrl Vail, Colorado 03 January 2005 l50lGl2 I I available power characteristics. I 2.s SAFETY PRovrsroNsI A. Equipment Nameplates: Provide power-operated mechanical equipment with a peraanent nameplate attached by the manufacturer, indicating: I l. The manufacturer 2. Product name 3. Model numberI 4. Serial number 5. Speed 6. Capacity f 7- Power characteristics 8. Labels oftesting, listing or inspecting agencies 9. Other similar data f B. Where manufacturer affixed nameplate is not a ilable, Mechanical Contractor shall fabricate and attach nameplate. I C. Cuards: l. Unless equivalent guards are provided integral with the equipment, enclose each belt I drive (including sheaves) on both side in a galvanized, one inch, mesh screen ofNo. I I gauge steel wire or expanded metal, fastened to an approved, stnrctural steel fiame, securely fastened to the equipment or floor. || 2. Provide tachometer holes at shaft centers. Unless equivalent guards are provided integra.l I with the equipment, install a solid guard ofNo. 20 gauge galvanized steel over the coupling of each item of direct-driven equipment- 3. Sides are not required on these guards except to ensure rigidity. t I PART3-EXECUTION I 3.1 CooRDINATION OFMECHANTCAL TNSTALLATTON I A. Inspection and Preparation: I l. Examine the work interficing with mechanical work, and the conditions under which the I work will be performed, and notifo the Architect/Engineer of conditions detsimental to the proper completion of the work at original contract price. 2. Do not proceed with the work until unsatisfactory conditions have been corrected. ' B. Layout: I l. Layout the mechanical work in conformity with the Connzct Drawings, Coordination t Drawings and orher Shop Drawings, product data and similar requirements so that the entire mechanical plant will perform as an integated system, properly interfaced with I other work, recognizing that portions of the work are shovm only in diagrammatic form-I 2 $ffiH',#::13:::ffi,[3t:::ll';:Tf,*ffi1,T:ffi::;"?Hemen*'comp'v 3. Take necessary field measirements to determine space and connection requirements. I I iffiH"H""Gore Creek Residences - Residcntiel Vail, Colorado 03 January 2005 15010-13 I 4. Provide sizes and shapes of equiprnent so the final installation conforrns to the intent of I the Contract Documents-IC. Integrate mechanical work in ceiling spaces with suspension systenl light fixtures and other work I so lhat required performances ofeach will be achieved. PRODUCT INSTALLATION Manufacturer's Instuctions: Except where more stringent requirements are indicated, comply with the product manufach[er's instructions and recommendations. Consult with manufachuer's technical representatives, who are recognized as technical experts, for specific instructiors on special project conditions. If a conflict exists, notiry the Architect/Engineer in writing and obtain his instruction before proceeding with the work in questiorl Movement of Equipment: l. Wherever possible, arrange for the movement and positioning of equipment so that enclosing partitions, walls and rooft will not be delayed br need to be removed. 2. Otherwise, advise Contractor of opening requiremenb to be maintained for the subsequent enEy of equipment. Heavy Equipment: l. Coordinate the movement of heavy items with shoring and bracing so tbat the building structue will not be overloaded during the movernent and installation. 2. Where mechanical products to be installed on the ocisting roof are too heavy to be hand- carried, do not fansport across the existing roofdeck; position by crane or other device so as to avoid overloading the mof deck. Retum Air Path: Coordinate mechanical work in retum air plenum to avoid obstructing return air path. l. Do not make changes in layout which will reduce retum air path cross-sectional areas. . Minimum cross-sectional area will provide an average of 500 $m and a maximum of ?50 frm velocity through return air plenum at specified supply air quantity unless otherwise noted. 2. Provide openings in any full height walls to allow for free movement of retum air. Openings are to be sized for 50G750 Sm velocity. Noti$ the Architect/Engineer for any openings required in fire rated walls that are not shown on the conFact drawings. 3. Report any obstuctions by work ofother Divisions to Architect/Engineer. Clearances: l. Install piping and ductwork: Straight and true. Aligned with other work Close to walls and overhead structure (allowing for insulation). Concealed, where possible, in occupied spaces. Out-of-the-way with maximum passageway and headroom rernaining in each space. Gore Creek Residences - Residential Vail, Colorado 03 January 2005 t. 2. I I t I I I I I I I I I I I I I J- B. C. D. E. a. b. c, d. e, Basic Mechanical Requiremeoas r50r0-r4 I I 2. Except as otherwise indicated, arrange mechanical services and overhead equipment with a minimum of: I a. ?'0" headroom in storage spaces. t b. 8'6" headroom in other spaces. 3. Do not obsruct windows, doors or other openings. 11 4. Give the right-of-way to piping systems required to slope for drainage (over olher service I lines and ductwork). F. Access: I L Provide for removal, without damage to other parts, of: a. Coils b. Humidifier manifoldsI I Till;: e. Fan wheels f. Drivesf| C. Filters h. Strainers i. Bearings I j. Control comPonents k. Other parts requiring periodic replacement or maintenance 2. Connect equipment for ease of discormecting with minimum of interference with other workI 3. Provide unions where required. 4. Locate operating and control equipment and devices for each access. I 5. Provide access panels where units are concealed by non-accessible finishes and similar I work. See Section 15050. 6. Extend all grease finings to an accessible location. r 33 PROTECTIONOFWORKI A. All pipe ends, valves, ducts, and equipment left uncormected shall be capped, plugged or otherwise properly protected to prevent damage or the intrusion of foreign matter. I . B. Do not allow any fans in the IIVAC system to operat€ before the area served by the fan has been I cleaned and vacuumed ofall debris and dust which might enter the system. - C. Any equipment, duct or piping systems found to have been damaged or contaminated above "MILL' or'SHOP" conditions shall be replaced or cleaned to the Engineer's satisfaction. I D. Initial fill of traps: l. Provide initial vrater seal fill for all waste P-traps, condensate traps, or similar traps. I I t.4 pRorEcrroN oF FoTABLEwATER sysrnMsIA. All temporary water cormectiors shall be made with an approved back flow preventer. I B. All hose bibs shall have as a minimum, a vacuum breaker, to prevent back flow.I C. Direct connections to hydronic syatems shall only be made through a reduced pressure back flow preventer.I - Basic Mechanical 150f0-f5 Gore Creek Residences - Residentid I Requirements Vail, Coloredo I 03 January 2005 I I I I I I I I I I I I I I I t I I I 3.5 Basic Mechanical Requirements PROTECTION OF SYSTEMS SERVING OCCTIPIED SPACES A. Wrere work is being performed in occupied spaces, or occupancy is to be phased in with ongoing construction, contractor shall prevent contamination ofall systems serving the occupants including bul not limitcd to: l. Supply Or Return Air a. Systems shall be capped or provided with adequate particulate and gas phase filtration to prevent dust, chemical, or biological contamination. Particulate filters shall be as a minimum equivalent to those specified for the compl€ted system. 2. Domestic Water a. Isolate sterilized portions fiom non-sterilized portions. START-TJP A. Assign a full time Division 15 Start-Up Coordinator to this project. B. The Start-Up Coordinator shall develop detailed start-up procedures, equipment checkout procedures and data forms for recording compliance with contract docum€nt performance criteria, and will assist in developing schedules for checkout and Owner acceptance. C. The Division 15 Conractor shall include as part ofthe work ofthis contract, nranpo\{€r, equipmen! tools,laddem, irstuments, etc. necessary to confirm start-up ofDivision 15 s]6terns. D. The Division 15990, Test, Adjust and Balarcing Conractor shall include as part of tbe wolt of his/her contact, labor and material to provide manpower, equiprnent, tools, ladders, insruments, etc. necessary to assist tbe Start-Up Coordinator in accomplishing hiVher work E. Tbe Start-Up Coordinator shall be responsible for maintaining docunrentation ofStart-Up activities until fin;al acceptance ofthe project. F. The doqmentation shall be kept curent by the Start-Up Coordinator and shall be available for inspection at all times. At dr time of acceptance ofthe project, dre Start-Up Coordinator shall surrender 3 completed copies of the documentation to the Ovneds representative. G. Before Testing, Adjusting, Calibration md Balancing (Division 15990), the Start-Up Coordinator shall confirq in writing to the Owner, the following: l. All equipment, components, and qanerns have been set, started-up, and adjusted. 2. Systerns have been established at the appropriate temperahres and pressures for proper operation and performance. 3, All electric power connections, disconrlece, fuses, circuit breakers, erc, are properly sized and installed. 4. The operation ofall valves, dampers and sensors is positive (per the conrol sequences) and demons8ated. H. Provide dated matrices for each item ofequiprnent showing the date each ofthe start-up activities was witressed or performed by the Start-Up Coordinator, l. Start-up and operating performance test documentation shall include all Division 15 equipment with scheduled capacities and all Division 15950 equipment. I. At the completion ofthe start-up; and test and balance, Division l5 shall conduct a72how dynamic mode demonstration of the systems in the presence of the Owner and ArchitectlEngineer. Gorc Creek Residences - Residential Vall, Colorado 03 January 2005 15010-r6 I t r.7 DEMONSTRATIoN I A. Refer to Division I sections of the specifications regarding requirements ofRecord Drawings and I Operation and Maintenance Manual submittal and systems demonstration. I l. Demonstrate to the Architect/Engineer that each system operates in accordance with the f z. ;"-lffit$:#'.Tf;n of each slntem to the owner's Representative. Exptain use of O&M manual in operating and maintaining systems. I B. Date and time of demonstration udll be d€termined by Ownet. I C, Demonstration Requirernents I I 3.8 PRoJEcrclosuourI A. Refer to the individual sections ofthe specifications for individual closeout requirements. t B. Provide a written schedule ofwhen systems are to be started up, tested and demonstrated along with dates for completion ofthe temperature controls and balancing. This schedule shall be submitted no later than 30 days prior to starting up and testing equipment. f C. The contractor shall notify the Architect/Engineer no later than 2 weeks in advance ofsystem testing or demonstration. I D. A check list will be used by M-E Engineers during ow punch list. The contractor shall complete this to nrcet the requirements of the con8act documents, however, this list in no way limits the conFactor from other requirements ofthe contract docurnents. r ENDoFSEgfloN I I I I t I I I Rlil'i'Ii"if'l'*'Gore Creek Residenc€s - Residential Vail, Colorrdo 03 Januarv 2005 rs0rGlT I I I SECTION I5O5O BASIC MECHANICAL MATERIALS AND METHODS ) I PARTI-GENnR.A,L I.I RELATEDDOCTJMENTS I A. This Section supplements Division l, General Requirements. I B. Where contadictions occur between this Section and Division l, the most stringent of the two I shall apply. The Architect design team shall decide which is most stringent. I C. Provisions of this Section shall also apply to all Sections of Division 15. I L2 'IJBMTTTALS I A. Manufacturer's Data - Submit manufacturer's data for: r l Access panels. I i:. Firesloppin8 materials. I B. Application Data - Submit application data for fnestopping materials showing UL required I installation details for every combination ofpipe material, penetated structure, opening size and I required fre rating within the scope of this project. Application data drawings sball include UL syslem number. r PART2-pRoDUcrs I z.r AccESs PAr\ELSIA. See Division I for access panel types and finishes. I |. Ifpanels are not specified in Division 8, comply with the following: a. Manufacturers: I (1) Design Basis: Milcor Division, Inryco, Inc. I Q) other Acceptable Manufacturers: (a) Birmingham Omamental lron Co. (b) Karp Associates, [nc. I (c) wilkenson Co', Inc' (d) Zwn. t B. Consfruction: I i. P,ffi,'i";:i;.'::::' t 3. Fire Rating: Equivalent to conskuction in which fuBtalled. 4. l-atches: Flush or concealed, % tum. 5. Finish: Conpatible with frnish of construction in which hstalled. I Gore Creek Residences - Residential Vail. Colorado 03 Januarv 2fi)5I ffi;:"YiJllt'ff:,',"., 15050-l I I I Basic Mechanical Materials and Methods FIRE STOPPING MATERIAL A. Manufachrrers: l. DesignBasis:3M. 2. Otha acceptable manufacturers: A, GE b. Metalines c. Hilti B. General Requirements: l. Products to be used shall have been tested in accordance with ASTM E 814-88. and be listed in the UL Fire Resistance Directory. C. Bare Piping: l. Model: FD 150, or CP-25. D. Iruulated Piping: l Model: CP-25 orFS-I95, Inturnescent. 2. 'No-sag" or "selfJeveling' as required. E. Plastic Piping: l. Model: CP-25 or FS-195, Intnrcscent. 2. ltlo sag' or "self-leveling" as required. F. Accessories: l. Provide fasteners, rc5t'igting collars, backing materials, and protective coatings as required to comply with the UL system listing. IIEATTRACE A, Manufacturers: 1. Desigrr Basis: Raychem a. Model: XLTrace for fieeze protection applied berween pipe and insulation b. Model: Ice stop for freeze protection applied inside storm &ain leaders and dowD spouts. 2. Other accepable manufacfirers: a. Thermon b. Hevi-DutyA{elson B. Features: 1. Selfregulating at all points along its'length. 2. 900/o power reduction from 40oF pipe temperature to l50o pipe temperatue. 3. No overheating ifcrossed. 4. Provide outer jacket and braided copper shield for use inside roof drain leaders or on piping without a ground path. Gore Creek Residences - Residential Vail, Colorrdo 03 Januarv 2005 I I I I I I I t I t T I I I I I15050-2 I - c. Accessories: I l. Provide tee, splice, and end seal kits as required by the rnanufacturer. l| 2. Provide ambient sensing thennostat in a NEMA 4x enclosure, wjth three (3) contacts nted al22 amps each. r PART3-EXECUTIoN I 3.r ExcAvATroNI A. Quality Coordination: Where excavation and backfill for mechanical work passes through or I occurs in the same area as work specified in Division 2, comply with both the requirements of I Division 2 and the requirements of this Section, or whichever is the more sEingent (as determined by the Archircc/Engineer in cases ofconflicnng requirements). I B. Inspection:I l. Examine the areas to be excavated, and the conditions under which the work is to be performed. I 2. NotiS the Architeci{Engineer in writing of conditions detrimental to the proper conpletion of the work. 3. Do not proceed with excavating until unsatisfactory conditions have been conected. r C. General: I l. Do not excavate for mechanical work until the work is ready to proceed without delay, so t that tlre total time lapse from excavation to completion of backfilling will be minimun 2. Remove all rock and boulders from excavation before installing mechanical work. I 3. Slope sides of excavations as required for stability, or provide necessary shoring. I 4. Remove shoring during backfilling. 5. Excavate near large tees (within the drip line) by hand. a. Protect the root syntem from damage or drying to the greatest extent possible. I b. Maintain moist condition for root system and iover eiposed roots with burlap. I c. Paint root cuts of l" diameter and larger with asphaltic tree paint. 6. Saw-cut asphalt and concrete surfaces. t D 3il:f*H:'*:*::::"#;":::"HTilHl;'"Tffn::#f;flHffi*inamarmer backfilling. I E. Depth of Excavation: I l. Depth for Extenor Piping: Except as otherwise indicated, excavate for exterior piping so I that the vertical distance between top ofpiping and finished grade will not be less than that prescribed by code. 2. Excavate for exterior water-bearing piping (water, steam condeDsate, drainage) so that the r J:*:*$:H:: i:ffi?J:i$il:il: and nnished grade w'r not be ress than 5'0" 3. Depth for Unsatisfactory Soil Conditions: I a. Where directed, because of unsatisfactory soil condition at bottom ofexcavation, I excavate additional depth as directed to reach satisfactory soil-bearing condition. Bacldill with "squeegee" washed rock, or otlrer approved sub-base material, conpacted as directed, to indicated excavation depth. I b. Where piping crosses over an area more thaD 5'0" wide, which has been previously excavated to a greater depth than required for the piping irstallation: I Basic Mechanical 15050-3 Gore Creek Residences - Residential I Materiels and Methods Vail, Colorado 03 Januarv 2005 F. I I t I I I I I I T t I t I I I I I I G. H. (l) Excavate to undisturbed soil in a width equal to the pipe diameter plus z',O. (2) Install "squeege" washed rock, or 8" courses of approved subbase material; each course compacted to 95% of maximum density, as required to fill excavation and support piping. c. Refer to Change Order procedure elsewhere in Contract Documents. Protection: 1. Provide temporary covering or enclosure and temporary heat as necessary to protect bottoms of excavations from freezing and frost action. Do not install mechanical work on ftozen excavation bases or subbases, 2. Coordinate excavations with weather conditions, to minimize the possibility of washouts, settlements and other damages and hazards. 3. Allow no more than 100 feet between pipe laying and point ofcomplete backfilling. 4. Maintain dry excavations for mechanical work by removing water. a. Protect excavations from inflow of surface water. b. Purp minor inllow ofground water from excavations. c. Protect excavations from major inflow ofground water by installing temporary sheeting and waterproofing. d- Provide adequate barriers which will protect other excavations and below-grade property from being damaged by water, sediment or erosion from or through mechanical work excavations. 5. Provide sips, illumination and barricades as necessary to prevent accidents at excavations. 6. Install and operate a well-point dewatering systern to maintain ground water at a level approximately 2'0" below mechanical work excavations, until backfilling is completed. Excavated Material: l. Store excavated rnaterial (temporarily) near the excavation, in a marurer which will not interferc with or damage the excavation or other work. Do not store under tees (within the drip line). 2. Retain excavated material which conplies with the requirements for backfill material. 3. Remove excavated material which is either in excess of quantity needed for baclcfilling or does not comply with requirements for backfill material from project site, and dispose of in a lawful marmer. 4. Coordinate acceptable stockpiling areas with Owner in advance ofexcavation. Bedding: l. Where indicated below, install as bedding rEterial graded sand with 100% passing tluough a 3/E" sieve, and 0olo passing Orough No. 100 sieve. a. Corrpact by tamping to form a firm base for the work. b. Install bedding from six inches below bottom of pipe to six inches above top of prpe. c. Provide bedding for: (l) Wrapped, coated or plastic pipe and tanks.(2) Piping over six inches, horizontal cylindrical tanls, and sirnilar work.(a) Shape the subbase to fit the shape ofthe bottom 90o ofthe cylinder, for uniform continuous support (3) All water and sewer pipe. 2. Where rock is used as sub-base, place 8-mil polyethylene between rock and bedding. 3. Shape sub-bases and bottoms of excavations with recesses to receive pipe bells, flange connection, valves and similar enlargements in the piping systems. Gore Creek Residences - Residential Vail, Colorado 03 Januarv 2005 Basic Mechanical Materials and Methods ls0s0-4 J. K. I I I I I I I I t I T I I I I I t t I Concrete Encasement: Where piping under roadways is less than 2'6" below surface ofroadway, or where ductwork is buried below grade: 1. Provide 4" base slab of concrete to support piping and ductwork. 2. After piping or ductwork is installed and tested, provide 4" thick encasement (sides and top) of concrete before backfilling. a. Provide external structural reinforcing ofall rectilinear cross section ductwork or any ductwork which is less than l8 ga sheet metal (or equivalent) to Prevent collapse of ductwork encasement. 3. Provide minimurn 2500 psi concrete for encasement and slab. Backfilling: 1. Do not backfrll until installed mechanical work has been tested and accepted, wherever testing is indicated. 2. Condition backfill material by either drying or adding watenrniformly, to whatever extenl may be necessary to facilitate corrpaction to the required densities. 3. Do not backfill with ftozen soil materials. 4. Backfill simultaneously on opposite sides ofmechanical work, and compact sirnrltaneously. 5. Do not dislocate the work from installed positions. 5. Backfill to elevations matching adjacent grades, at the time of backfilling excavations for mechanical work. 7. Backfill with finely graded sub-base material to 6" above wrappe4 coated, and plastic piping and tanks, and to centerline ofother tanks. 8. Backfill excavations in 8" high courses ofbackfill material, uniformly compacted to the densities indicated in Division 2 using power-driven, hand-operated compaction equipment-9. If densities are not indicated in Division 2, cornpact to the following percent of maximum per ASTM D1557: a. LaunlLandscaped Areas: 8502. b. Paved Areas, Other than Roadways: 90%. c. Roadways: 95%. d. Floors: 95%. 10. Where compaction tests indicate lower densities ofbackfill than specified, continue compaction (and re-excavation and backfilling where necessary). a. Provide additional testing as directed by the Architect/Engineer. b. The allowable density tolerance is not more than one-test-out-of-five falling more than two percentage points below the specified density. c. Initial testing is not work ofthis Section. I l. Where subsidence is measurable or obsewable at mechanical work excavations during the guarantee period: a. Remove the sruface (pavement, lawn or other finish). b. Add backfill material, corpact, and replace the surface treatnent. c. Restore the appearance, quality and condition of the surface or finish to match adjacent work. d. Eliminate evidence ofthe restoration to the greatest extent possible. Landscape Restoration: l. Where excavation and backfill for mechanical work passes tlrough or occurs in a landscaped area, repair or replace the landscape work to match the original condition and quality of the work. 2. Comply with the r.equirements of Division 2 for repair or replacement of work, and for follow-up mainternnce on lawns and planting to ensure satisfactory recovery. Basic Mechenical Materials and Methods Gore Creek Residences - Residential Vail, Colorado 03 January 2005 15050-5 L. Pavernent Restoration: l. Where excavation and backfill for mechanical work passes through or occurs in an area of paving or flooring, replace and restore the construction and frnish ofthe paving or flooring to match the original condition and quality of the work. M. Surface Repairs: l. The repairing and replacing ofpreviously installed landscape development work, paving, floor slabs and similar finishes occurring in excavated areas shall be provided but is not included in work of Division I 5 . CUTTING Ai{D PATCIIING A. Refer to Division I of the Specifications. General: Provide measurenpnts, drawings and layouts to installen of other work so that required openings may be provided as consfuction progresses. Any cutting and patching made necessary by failure to provide lhis information shall be done at no increase in the contact amount. General: All cuning and patching of existing work required for work of Division 15 is included in Division 15. Cutting and patching is not work of Division 15, except as provided in Article 3.2 A. of this Section. Where possible, mark openings to be cut on ocisting construction. Otherwise, provide rneasurements, drawings and layouts to the trade doing the cutting so that openings may be provided as construction progresses. Cutting Concrete: l. Where authorized, cut openings through concrete for pipe penetration and similar services by core &illing or sawing. 2. Do not cut bv hannnerdriven chisel or drill. F. Cutting: L Cut openings in accordance with layouts, measurements or drawings of the Installer of work requiring openings. Cut openings in concrete by core drilling or sawing; not by hammer-driven chisel or drill. 2, Coordinate the location of all openings with stmctural drawings. Report any discrepancies to Architect. Do not proceed with work until discrepancies have been resolved. 3. Do not endanger or damage other work through the procedures and processes of cutting to acconrnodate mechanical work. 4. Review the proposed cutting with the lnstaller of the work to be cut, and comply with his recomrnendations to minimize damage. 5. Where necessary, engage the original Installer or other specialisb to execute the cutting in the recomnrended marmer. G.Patching: I T I I I 1 I 1 I t t T t I I I I I T c. D. E. l. Basic Mechanical Materials and Methods Where patching is required to restore other v/otk because of either cutting or other damage inllicted during the installation ofmechanical work, engage experienced craftsmen to complele the patching of the other worlc Gore Creek Residences - Residential Vail, Colorado 03 Januarv 2005 t5050-6 I I n I 2. Restore the other work in every respect, including the elimination ofvisual defects in I 3. ftin""1ffitl;te rated consauction shall be patched and sealed with U.L. approved I sealant to rnaintain the fire integdty ofthe structure. f H. Perform cutting, and patching required to: I,I I . Uncover work to provide installation of ill-timed worlc 2. Remove and replace defective work. r i' ffilil:31#1??,Uh#1,::f:ffi*H"H,","#ff of the contact Documents r i. li3i';*'f*n:tffi'il1|,il"";'.,"P,:"'#ffiL, uncover and resrore work to I provide for Architect/Engineen observation ofconcealed work. r I. Paintilg:I I Paint all surfaces marred by cutting and/or patching to rntch existing. t 1. Engage experienced painters. t 2. Comply with requirements of Painting Sections of this Specification. t J. Structural Limihtions: II l. Do not cut or drill into structural framing, walls, floors, decks, and other members intended to withstand stess, except with Engineer's written authorization. a. Provide lintels, colunurs, braces and other ternporary and permanent supports ! made by cutting.b. Submit shop drawings ofpermanent supports. I c. Do not penetrate legs of structural "T's" or any other location where pre-stessed t structural chords are likely to be encountered when cutting or drilling. I 33 ACCESSPANELS I A. Fumish access panels where indicated and at locations where required for access to: I l. Concealed valvest i. 3ffiiia."i,", J 4. Equipment servicing I ?. Shockarresters 7. Flow measuring and balancing statiom S 8. Any other device or item equipment requiring maintenance, adjusrnent or service. T I \. f,"#;trffiglt"?:l::i::;" shar be the rarge r or24,,x24'.or to rit rhe size or r equipment to be removed. I 3A SLEEVES r A. Provide sleeves for piping passing tbrough walls, floors and roofs- II I m;:#iJHtfil,".,Gore Creek Residences - Residential Vail, Colorado 03 Januarv 2005 t5050-7 Set pipe sleeves and inserts in place before concrete is poured. Coordinate the placing ofthese items to avoid delaying concrete placing operations. Locate chases, shafts, and openings required for the installation ofthe mechanical work during framing of the struchue. Do any additional cutting and boring required due to improperly located or omitted openings without cost to the Owner under the supervision of the Owner's representative. Size sleeves for below grade pipe a minimurn of2" beyond outside ofpipe. Coat surface of all sleeves in contact with concrete, nasonry or soil witb wo coats of coal tar bitunastic paint Provide Sleeves as Follows: G.Length of Sleeves as Follows: 3.5 FIRT STOPPING B. I t T T I I I T c. D. E. F. I I l I I I I I Basic Mechanical Materials and Methods Gore Creek Residences - Residential Vail, Colorado 03 January 2005 I I I Sleeve Location Sleeve Material Interior Stud Partition Walls Adjustable galvanized sheet metal with wall flanges and plaster lip, 2" and smaller - 22 gauge, 3" through 6" - 20 gauge, 8" and larger - 18 gauge. Membrane Waterproof Floor and Roof Construction Galvanized cast iron body with flashing clarnp, threaded for sleeve riser. (J.R. Smith 1760 or equivalent by Ancon, Zurn or Josam). Nonmembrane Floor, Construction Non-adjustable galvanized sheet metal with deck flange and end cap, 2" and smaller - 22 gatge,3" - 20 gauge, 4" and larger - 16 gauge. Exterior Walls Below Grade Standard weight galvanized steel pipe with a continuously welded water stop of %" steel plate extending from outside of sleeve a minimur of 2" all around. Provide rnodular mechanical-type seal consisting of interlocking synthetic rubber links with bolts shaped to continuously fill the annular space between the pipe and sleeve. Thunderline Corporation 'tink-Seal" sealant assembly or equal by Metraflex "MetaSeaf'. Floors of Mechanical Rooms, Concrete Walls or Masonry Walls Above Grade. Standard weight galvanize.d steel pipe. Location Sleeve Length Floors Equal to depth of floor construction including finish. Extend minimum of I " above finished floor level within partitions, mechanical rooms, pipe chases and finished areas. Roofs Equal to depth of roof construction including insulation. Walls Equal to depth of conshrrction l5t)50-8 I I !r A. Install frestopping materials in accordance with their UL and ASTM tested methods. I B. Coordinate required annular space with size ofpipe and sleeve. Refer to Section 15120. I C. Requirements for specific systems: I I l. Cold piping - includes chilled water, domestic water, storm water and refiigerant: lnsulation and vapor barrier shall be continued through wall and firestopping for "insulated piping" shall be provided.r 2 *t"i i?lJl,i#.,1;trlil::i"ff'j;":",,1#n:il:T$iJ"rf;,fil'li1'13*T"o- and providing firestopping for "insulated pipingi', or stopping the insulation on either side I oflhe penetration and using firestopping for'bninsulated pipingl'. I 3. High temperature piping, over 250oF or over 15 psig steam: Contractor shall stop insulation and provide firestopping for "high temperature piping". I 3.6 HEATTRACEI A. Heat tace cable shall be installed bva licensed electician.I f B. Apply the heat trace cable on the pipe after pressure testing. L Do not spiral wrap on pipe. I 2. Make one wrap at valves. 3. Secure to pipe with methods approved by manufacturer. I C. Apply "Electrically Traced" signs on outside of insulation. I D. Test with a l00O VDC meager minimum resistance 20 mega ohms. I I E. Heat trace shall be sized as follows, based on - 20oF ambient, to maintain 40oF pipe temperature: PIPE Sr7.E 1' INSULATION 2'INSULATION Less than 2"3 wift.3dft 2,2Vr",3"5wlft 3w/ft 4", 5",6"8w/ft 5w/ft 8", 10", 12"(2 cable circuits) 8 w/ft ea. 8 w/ft I 3.7 EQIIIPMENTBASES AND SUpPORTS r A. Supporting Steel: Provide supporting steel not indicated on the Structural Drawings for Equipment requiring same. I l. Submit shop drawings and stuchual calculations to the Engineer for information and records. || 2. Brace and fasten with flanges bolted to stucture. I 3, Paint supporting steel with one coat ofprimer paint in the shop after fabrication welding is complete. Paint completed field joints wift one coat of matching primer. I B. Housekeeping Bases:I l. Concrete bases for pumps, boilers, tanks, fans, etc., including anchor bolts and inserts, I will be provided in accordance with American Concrete Instihrte (ACI) and American I Society for Testing and Materials (ASTM) Standards for housekeeping pads and equipment support bases. I Basic Mechanical 15050-9 Gore Creek Residences - Residential I Materials and Methods Vail, Colorado 03 January 2005 I t 2. The concrcte shall be placed in accordance with setting diagrams and sizes firnished by the equipment installer. DRIP PAIIS A. Drip Pans: Where possible to run mechanical piping elsewhere, do not run nrcchanical piping directly above elecrical (or electonic) work which is sensitive to moisture. Otberwise, provide drip pans under mechanical piping, sufficient to protect electical work from dripping. l. Locate pan immediately below piping and extend a minimum of 6" on each side of piping and lengthwise 18" beyond equipment being protected. 2. Fabricate pans 2" deep ofreinforced sheet metal with rolled edges and soldercd or welded seams; 22 gauge galvanized steel. 3. Provide %" copper drainage piping from pan to nearest floor drain or similar suitable point of discbarge, and terminate pipe as an open-sight drainage connection. 4. Provide permanenl support and anchorage to prevent displacement ofdrip pans. 5. Insulate bottom ofpan as directed by Engineer. ENDOF SECTION I I I I I t I I I I I I I I I I I I IBasic Mechanical Materials and Methods Gore Creek Residences - Residential Vail, Colorado 03 Januarv 2005 r5050-10 I I sEcTroN 15060 I PIPE AND PIPE FITTINGS I PARTI-GENERAL I 1.I QUALITYASSURANCE I A. Welder Qualifications: Welders, both on-site and off-site, shall be certified for the type of work t being performed by one of the following: I l. National Certified Pipe Welding Bureau. f| 2. Intermountain Testing Conpany & B. Welder Certificates: I l. Submit one copy of certifrcate to Architect/Engineer. 2. Maintain one copy on project site. l PART2-pRoDUcrs r 2.1 PIPE AI\ID FImINGSII Refer to the followine sections: r. rsiro -Plumbing Piping ll 2. 15486 - Natural Gas Piping 3. 15510 - Hydronic Piping 4. Other Division 15 sections after specific system requirements. I 2.2 GRooVEDPIPECoUPLINGSYSTEMS I A. Manufacturers of Coupling System:I r l. Basis of Design: Victaulic ;; 2. Other Acceptable Manufachrers: I a. Star Pipe b. Gruvlok I c. CenEalr 3 *:?::l"T:?i:ff"#j",sfil*::#.,'#:l',::fi:"itl,'.ilJfoou" r dimensions comply with tbe below refererced standards. f B. Dimensional Standards: I l. All grooved pipe frttings, couplings, and specialties shall conform to standard I dimensional standards ANSVANWA C-606 or MIL-P-11087C. C. Acceptable Products: IrI I I Pipe and tr'ittings Gore Creek Resldences - Residential Vail, Coloredo 03 January 2005 15060-l t I I t I t I I I I I I I t I t I I I l. 2, 3.1 Only the following grooved pipe products may be used: a. Gaskets: (ASTM D2000) EPDM, for water service, with or without propylene glycol -30oF to 230'F, primary seal by compression ofcoupling housing, either pressure or vacuurn shall assist in sealing force. b. Couplings - Steel Pipe: Ductile iron (ASTM A-536) or malleable iron (ASTM A-47), with enarrel paint coating. (1) RigidCouplings: Style0Tzeroflex. (2) Flexible Couplings: Style 77, or Style 75. c. Flange Adapters: Same materials as couplings. Provide for rigid connection to grooved pipe. Provide flange washers and/or llange gaskets as required for rnting to non-standard flanges, such as butterfly valves with elastomeric face' or serrated face flanges. (l) ANSI Class 125 or 150: Style 741. (2) ANSI Class 300: Style 743.(3) Alternate to flange adapter: Flange by groove nipple *l4l (Class 125), ll45 (Class 150), #16 (Class 300). d. Branch Outlet Couplings: Design similar to coupling with integral side outlet. e. Fittings for steel pipe: Standard pattern fittings, ductile iron (ASTM AJ36), malleable iron (ASTM A-47) or segnrentally welded Schedule 40 steel (ASTM A-53) with enamel paint coating. All changes in direction greater than 22'shall be with R:1.5D radius elbow. All branches and changes in direction in drainage piping shall be rnade with sanitary t)?e lateral branches and R=I.5D elbows. f. Accessories: Other piping accessories such as strainers, suction diffrrsers and flow indicators may be provided with grooved ends, all such accessories shall corryly with the applicable specification section. All other pipe products sball conform to the requirements of other Division 15 sections. Acceptance of grooved pipe systems does not inply acceptance of the coupling rnanufactues valves, branch outlets, stainers, or other specialties. PART3-DGCUTION PIPE INSTALLATION A. General: I. lnstall pipe, tube and fittings in accordance with recognized industy practices which will achieve permanentlyJeakproofpiping systems, capable ofperforming each indicated service without piping failure. 2. Install each run with a minimum ofjoints and couplings, but with adequate and accessible unions for disassembly, rnaintenance or replacement ofvalves and equipment. 3. Reduce sizes by use ofreducing fittings. 4. Install piping without springing or forcing. 5. Provide suflicient swing joints, anchors, expansion loops and devices necessary to permit free expansion and contaction without causing undue sEesses. 6. Support piping independently at equipment so its weight will not be supported by the equipment. 7. Support piping to maintain a consistent slop€ as indicated on the drawings without sagging or pocketing of any kind. Where not otherwise indicated, all horizonal piping shall slope a minimum of I /1 6 inch per foot to drain at system low points. 8. Provide manual air vents at high points of all purrped piping systems. Provide drains at all low points. 9. Install horizontal piping parallel to building consrucdon, make any changes in direction with finings. Gore Creek Residences - Residentlal Vail, Colorado 03 Januarv 2005 Pipe and Fittings rs060-2 3.2 I I t I I t I t I I I I I I I I I t I B. Location: l Locate piping runs, except as otherwise indicated, both vertically and horizontally to allow for conplete drainage of piping system (pitched to dmin). a. Avoid diagonal runs wherever possible. b. Orient horizontal runs parallel with walls and column lines. 2. Hold piping close to walls, overhead construction, colunnrs and other struchual and pennanent-encloswe elernents of the building. a. Limit clearance to 0.5" where funing is shown for enclozure or concealment of piping, but allow for insulation thickness, if any. b. Where possible, locate inzulated piping for 1.0" clearance outside insulation. 3. Wherever possible in finished and occupied spaces, conceal piping from view by locating in colunrn errclosures, in hollow wall constuction or above suspended ceilings. a. Do not encase horizontal runs in solid partitiors, except as otherwise indicated. C. Electrical Equipment Spaces: Do not run piping through nansformer vaults and other electrical or eleckonic equipment spaces and enclosures. l. Exception: where shown on drawings or where accepted by the Engineer, provide drip pan under piping, and conform to NEC. 2. In no case sball piping run directly above transformers, elecFical panels or switchgear. D. Dielecrric Unions: Install dielectric unions to prevent galvanic action between ferrous and non- ferrous piping. l. Install in an accessible location or provide access doors. PLASTIC PIPE Use: l. 2. 3. 3.3 wELDING A. Welding: Contactor shall hke full responsibility ttnt the plastic piping used and its installation meets with the approval of the local authorities. Pipe shall be insulated in air plenums such that dre entire installation meets ASTM E84 (NFPA 25) with regard to flame spread and smoke developed ratings suitable for plenum installation. Provide pipe with U.V. inhibitors or paint (under Division 9): a. For all plastic pipe exposed to sunlight or installed in exterior, exposed locations. b. Store PVC without inhibitors indoors. Gore Creek Residences - Residential Vail, Colorado 03 January 2005 L Conform to Code for Pressure Piping ANSI 83l. 2. Machine cut and bevel piping ends for v-type joints. 3. Use reconrnended bevels and spacing between ends ofpipe to assure full penetration complete to inside diameter of pipe. B. Welded Joints: 1. Wil be observed visually by the Architect/Engineer. 2. Any weld judged defective from a visual observation, shall be ordered tested at the expense of the Contractor or chipped out for full depth and re-welded. Pipe and Fittings 15060-3 I I I I I I I I I I ) I T I I I I I I B. B. 3.4 C. Welding Fittings: l. Unless otherwise noted, make all changes in direction and branch take offs with rnanufactured fittings. a. Use long radius (R=1.50) fittings wherever possible. 2. Shop Fabricated Fininp: a. Bnnches more than two pipe sizes smaller than main line rnay be made with 'trveld-elef' type pre-manufactured saddle finings. b. Where specifically allowed by the Engineer, angles ofless than 22Y2" andbranch piping from headers may be rnade by shop fabricated or manufactured metered finings. c, Submit shoP drawings. d. ThorougNy clean fittings to remove slag. e, Fittings shall be available for observation by the engineer prior to installation. 3. In no case will field made miters or weld-oJet fittings be allowed. Exception: Tenrperature control wells and water treatment taps may be made with weld-o-let fittings in pipe 3" or larger in diameter. COPPNR TI,JBING JOINTS AND FITTINGS Unless otherwise note4 mrake all couplings, changes in directioq brarrch outlets, and tansitions to other materials or joining methods with standard manufactured fittings. Do not expand or swage piping in lieu ofproper solder fittings. Do not extrude or *pull" branch outlets with 'leedrill" type equipment. Do not use selftapping 6pe branch outlets. l. See "hot taps" below. 3.5 THREADED JOINTS AIID FITTINGS All threaded joints shall be made in accordance with Arnerican National Standard 82. l. l. Do not overthread pipe. 2. Apply pipe joint compound on male threads only. 3. Do not use right and left hand threadedjoints to make a'\mion". Do not thread steel pipe schedule l0 or lighter. L UL listed light wall pipe may be tlreaded in accordance with its listing. 3.6 MECHAI{ICAL COUPLING SYSTEMS All changes in direction shall be made with radius type elbows. l. Use long radius (R=1.5D) fittings wherever possible. 2. Angles less than 22W may be made with pre-manufactured metered fittings. 3. Use ofthe angular deflection capabilities ofgrooved pipe couplings for intentional changes of direction shall not be allowed. All branch outlets shall be made with pre-manufactured 3-way fittings. Gore Creek Residences - Residential Vail, Colorado 03 ,Ianrrarv 2005 A. B. C. D. Pipe and Fittings 15060-4 t I 1. Shop fabricated Weld-o-let style welded saddle fittings may be used for branches more I than two pipe sizes smaller than the main. I 2. Mechanical saddle ap fittings shall not be allowed. C. Pipe shall be adequately laterally supported to prevent "pipe squirm". Provide a minimum ofone I hanger per pipe section. No pipe section shall Le left unsupported between any two couplings.r 1. Rigid type couplings nny be considered equivalent to welded or soldered pipe for the I above requirements. r D. Risers more than 20' high shall be made with rigid type couplings. I E. Grooved pipe systems sball not be considered to be electrically conductive. I l. Provide wire jurrpers across all couplings wbere the piping system is required to be a eleckically conductive. I 2. Cold water piping using grooved pipe systems shall not be used for building ground. a. Provide a engraved plastic sign at the building water entrance stating "Mechanical Coupling System'. Not Elechically Conductive". - F. Flexible couplings may be used for thermal expansion/conFaction compensation. I 1. Use a minimum of flexible coupling for every 100 feet for domestic cold water pipitrg. fl 2. Use a minimum of 1 flexible coupling for every 50 feet for hydronic hot water or domestic hot water piping. '. 3. The above is for cut grooved pipe. Double the amount ofthe connectors with roll I grooved PiPe and fittings. 3.7 HorrAPs I A. Installing a brarrch line in piping while under service or static pressure (hot taps) shall only be done where specifically authorized I B. Submit the proposed method ofprocedure for each fluid service and pipe material. 1. Hot tap procedure shall remove a plug of main tap material and reEieve it The plug shall be a maximum of I pipe size smaller than the branch size. Hang the removed plug by a I chain at the completed tap. 2. Hot tap procedure shall not affect the terperature or pressur€ rating ofthe piping sptem 3. Hot tap procedure shall be done tbrough a gate or ball valve. I 3.8 sENsoRwrLLTAPs J I A. Sensor wells shall be placed in taps made in accordance with the above requirenpnts for branch outlets. I 3.9 cLEANTNG, FLUsITTNG, rNSpEcrrNGI A. Clean exterior surfaces of installed piping systerns of superfluous materials, and prepare for application of specified coatings, if any. I B. Flush out water and piping systems with clean water before proceeding with required tests. I C. See specific pipe service section for further requirements.I Gore Creek Residences - Residential Vail, Colorado 03 Januarv 2005 I Pipe and Fittings 15060-5 3.IO PIPINGTESTS A. Provide temporary equipment for testing, including pump, thermometer and gauges. B. Test piping system before insulation is installed wherever feasible, and remove control devices before testing. C. Test each natural section ofeach piping system independently, but do not use piping system valves to isolate sections where test prcssue exceeds valve pressure rating. D. Fill each section of water, drain or vent piping with water and pressurize for two hours at 150% of operating pressure, but not less than 25 psig for pressure piping, and ten feet ofhead for drain and vent piping. E. Test fails if leakage is observed, or if tenperatue corryensated pressure drop exceeds I o/o of test pressurc. F. Disassemble and re-install sections which fail the test by using new materials to the extent required to overcome leakage. l. Do not use chemicals, stopleak conpounds, mastics, or other temporary repair rnethods. G. After testing and repair work have been complete{ dnin test water from piping systems. 3.11 MECHANTCALLYFoRMED TEE coI{IvEcrIoNs (DoMr,srrc WATER sysrEMs oI{I.y) A. Mechanically extracted collars shall be fornpd in a continuous operation consisting of drilling a pilot hole and drawing out the tube surface to form a collar having a height ofnot less than three times the thiclness of the brancb tub€ wall so as to conply with the American Welding Society lap joint weld. The collaring device sball be firlly adjustable as to ensure proper tolerance and complete uniforrnity of the joint. B. The branch tube sball be notched to conform with ths innsr qurvg of the run tube and have two dimple/depth stops (one %" atop the other) to insrre penetration of the branch tube into the collar is of sufficient depth for brazing, and that the branch tube does not obstruct the flow in the main line tube. Dinple/depth sto'ps will be in line with the run of the tube. The second dinple shall be 7r" above tlre first and will serve iui a visual point ofinspection. C. All joints shall be brazed in accordance with the Copper Development Association C-opper Tube Handbook using BC\rP series filler metal, NOTE: Soft soldered joints will not b€ permitted. Contactor assumes resporsibility for joints being irxtalled in accordance with code and manufachrer's recommendation. D. All mecbanically fomred branch collars shall be listed by the Standard Plumbing Code, IA.M.P.O., S.B.C.C. HUD, U.S. Army Corps of Engineers, NAVFAC, and Underwriters Laboratory. They shall also comply with fte ASME Code for pressure Piping ANSI 83l.5c. 3.12 PLAsrrc PIPTNG A. Do not test with air pressure. B. Provide mineral wool fue blanket and tape sealant system to protect all plastic pipe in a return air svstem. Gore Creek Residences - Residential Vail, Colorado 03 Januarv 2005 I t I I I I I I I I I t I I I I I I tPipe and Fittings 15060-6 I I 3.13 P{NTING I A. ff;:x|#!* *.ll be painted. Pipe shall be cleaned by this contactor and ready for priming END OFSECTION I Pipe and Flttings 1506&? Gore Creek Residences - Residential I Veil' Colorado 03 Januan 2005 I I SECTION 15IOO r VALVES t PARTI-GENERAL I r.l sr,BMrrrArs I A. Manufacturer's Data: Submit manufacturer's product data including: I 1. Dimensions I 2. Sizes I 3. End Connections 4. Weights 5. Installation instructions I 6. Instructions on repacking and repairing valves. ll 7. Range offlow for balancing valves and plug valves. I B. Valve Tag List: Referto Section 15190ofthe Specifications. Ir PARTz-PRoDUcrs I 2.r vALvEs rYPES AND srzEsI A. General: Ir ' m';H""L"ig;::*,:#:il:1"il:H;;5;,J:#Jiff1:'#:jffi"'fl1i:, piping systern 2. Except for balancing or otberwise indicated, provide valve of sanp size as connecting I pipe size. 3. Unless specifically required by note or symbol, all water valves shall be ball or butterfly valves. Ifball, butterfly, globe, plug, or balancing valves are called out by note or I symbol, only that type ofvalve is acceptable. 4. Ball valves or butterfly valves may be used in lieu of gate valves when pressure and temperatwe ratings are adequate. I 5. Where pipe sizes overlap, conhactor has the option ofthreaded or flanged valves. I 6. Where grooved pipe rnechanical coupling systems are accepted, provide flange adapters to mate with valves as specified belou Valves by the mechanical coupling system manufacturer shall not be used unless they meet all ofthe specified requirements for a lJ 7. i1l?iill;t * donrestically manufactured unless approved for use by Engineer. 8. Valves used for domestic water service shall be bronze or stainless steel. kon and brass body valves are not acceptabte. I 22 GLOBE A,IYDANGLE VALVES I A. Manufacturers:t l. Design Basis: Milwaukee 2. OtherAcceptableManufacturers: f a. Crane b. Nibco c. Powell a I valves Gore Creek Residences - Residential Vail, Colorado 03 January 2lX)5 15100-1 B. d. Victaulic (for Grooved Pipe Systems) Size 2" and Smaller: Bronze, 150 psi SWP,300 psi WOG, rising ster\ replaceable stainless steel disk and sea! plug type disk with flat sealing ring, union bonne! gland packed, MSS SP-80 Tpe a. Globe: 59lA b. Angle: 597 C. Sizs2W'and Larger: 125 psi SWP, 200 psi WOG, OS&Y bolted bonnet, gland packed, bronze disk, removable bronze seat ring MSS SP-35. l. Model: a. Globe: F-2981 SWING CHECK VALVES A, Manufacturers: l. Design Basis: Milwaukee 2. Other Acceptable Manufacturen; I I I I I I I I I t t I I I I I L a. b. c. d. e. f. Crane Kitz Nibco Powell Stockham Victaulic (for Grooved Pipe Systems)I I I2.4 B. Size 2" and Smaller: Bronze, 200 psi SWP, 400 psi WOG, 5" straight through pattem, bronze disk, stainless steel sea! MSS-SP 80, Type 3. l. Model: 518 SILENT/IVAFER CIIE CK VALVES A. Manufacturers: l. Design Basis: Metra Flex 2. OtberAcceptableManufacturers: a. Cla-Val b. GA Industies c. Nibco d. Tyco e. Victaulic (for Grooved Pipe Systems) B. Size 2" and Smaller: Bronze body, 200 psi @ 250 "F, threaded ends, resilient seats, center guided disk. l. Model: 5700 C. Pipe size 2 112 " and Larger: Iron body, bronze or stainless steel trirrq class 125, 3 16 stainless steel spring dual plate or tilting disk type, resilient seat, minimum Cy: 4"-280, 8-1200,12"- Gore Creek Residences - Residential Vail, Colorado 03 January 2{X}5 Valves 15100-2 I I 4ooo. L Model: 810I 2.5 BUTTERFLYVALVES I A. Manufacturers: , l. Design Basis: Bray 2. OtherAcceptableManufacturers: t a. crane b. Center Linear c. Kitzr d. Nibco _ e. Keystone f. Victaulic (for Grooved Pipe Systems)t g. Hammond watts I B. Water Service (less than 250'F): 200 psi WOG, cast or ductile iron firlly lugged body, integral I extended neck to clear insulation, integral top plate for actuator mounting, stainless steel stenr, upper and lower lubricated bushings, field replaceable hard back seat with integral stem and flange r seals, machined disk seating areas. rated for mininnrm 150 psi d t downsteam flange. Liner to be conpatible with operating fluid. Conform to MSS-SP67.I I . Disk Material - 8" and Under and all sizes for condenser or domestic water: Aluminum I bronze. !] 2. Disk Material, 10" and Larger: Nickel plated ductile iron. 3. Model: Figure 2-22. I C. Steam/High Temperature Water Service: Suitable for bubble tight bi-directional dead-end serviceI at 125 ps-50"F iaturated steam or water cast iron body, stainleis steel disk, field replaceable reinforced TFP seats, gland packed stem seal, extended neck to clear 2" insulation. Conform to MSS SP-63. I l. Model: K-LoK I D. Accessories:I x l. l0 position locking lever handler for valves 6" and smaller. 2. Infinite position memory stop lever handle for all valves 6" and smaller used for I balancing. 3. Hand wheel gear operator for valves 8" and larger. 4. Chain wheel operator where requircd. II 2.6 GATEVALVES I A. Manufacturers: I l. Design Basis: Milwaukee2. OtherAcceptableManufacturers: a a. Craner b. KiE c. Nibco I d. Stockham I valves Gore Creek Residences - Residmtial Vail, Colorado 03 January 2005 15100-3 B. C. B. c. e. Victaulic (for Grooved Pipe Syslems) Size 2" and Smaller: Bronze, 200 psi SWP, 400 psi WOG, rising stem, union bonne! gland packed, stainless steel seat rings. l. Model: ll74 Sizn,2%" and Larger: Cast iron, I25 psi SWP,200 psi WOG, gland packed, bolted bonnet, OS&Y, solid wedge disk, either all bronze or with bronze face ring, bronze seat rings, bmss back seat bushing, brass ster4 bronze yoke bushing. I I I I I T I T I t I I I t I I I I I 2.7 l. Model: F2885 BALLVALVES Manufacturers: l. Desigr Basis: Nibco 2. OtherAcceptableManufacturers; Apollo Dyna Quip Hammond KJE e. Milwaukee f. Victaulic (for Grooved Pipe Syslems) E. Watts Bronze, 150, SWP, 600 WOG (min), cbrome plated soli4 tunneled bronze ball (stainless for steam sewice), two piece desip" blow-out proof sterq adjustable packing gland nut (allowing handle to be removed wilhout leaking) TFE seats, MS$SP-I10. l. Model: T-585-70 - full.port. Options: Provide the following where required: |. Extended stems for insulated valves. 2. Memory stop device for balancing applications. 3. Tee bandle for tighter areas. 4. Hose end and cap for drain. 5. Mounting pads for actuator. 6. Bleed port or for conrpressed air. BALAI\CING VALVES Manufacturer, variable orifice type: l. Armshong 2. Tour and Aaderson 3. Nibco Manufachrers, valve and venhti type: l. Flowset 2. Gerand 3. Griswold 4. HCI r5100-4 Gore Creek Residences - Residential Vail, Colorado 03 Januarv 2lX)5 a. b. c. d. Valves B. I r 5. Nexus6. Preso I C. l?5 psi at250'F. I D. Connections: Threaded or flanged. I E. Pressure Reading Ports: l. 'P/T'Ports, Shraeder valves, or Hansen type quick connect. No "refrigeration" fittings. I F. Design, variable orifice type:II l. Globe-type valve. 2. Multiple tums of handwheel ftom full closed to firll open.I i' ?"T1fi.'#:*],lf[*o,o",*. I 5. Memory stop device to allow valve to be returned to balanced position after being closed. I G. Design, valve and venhri type: I l. Ball valve complying with the above requirements for ball valves. 2. Fixed orifice or venhri, upstream ofvalve. I 3. Taps on vennri, upsream and downsheam. t 4. Memory stop device to allow valve to be retumed to balanced position after being closed. 5. Regardless of the manufacturer's claims, these valves shall not be considered as tight shut I off for service. Provide additional valves for equipment isolation. t H. Insulation: Provide premolded insulation conforming to the valve body. Material shall have a flame spread of25 and a smoke development of50. I 2.9 COMBINATION THROTTLING/CHECKVALVES f A. Manufacturers: I l. Basis of Desigr: Bell & Gossett Triple Duty Valve. 2. OtherAcceptableManufacturers:r i. ff"* c. Victaulic (for Grooved Pipe Systems) d. wattsI B. Features: I i:. il:fJffitffSil$I#JJffi$liring roadedbrass diskguided and rimitedby a brass or stainless steel sterrl 3. Resilient seat.fl 4. Able tobe re-packed under pressure. I 2.IO DRAINVALVES -I A. Gate or ball valve with hose end adapter and cap. I 2.rr PLUG vALvEsI I Valves 15100-5 Gore Creek Residences - Residential I VaiI, Colorado 03 January 2005 Manufacfiuers: l. Design Basis: Keystone 2. Other Acceptable Manufactuers: B. Model: "Ballcentric"; cast-iron, full port body; EPDM coated plug; welded nickel seat; stainless steel bearings; integral memory stop device; hand wheel operator for valves 6" and larger. PART 3 - EXECUTION 3.1 GENERAL A. Comply with fte following requirements: L lnstall valves except butterfly wilh srems pointing up, and as close to vertical as possible. Butterfly valves to be offset at least 10" from vertical. 2. kubll valves at each piece of equipment fixture or appliarrce so that the supply and retum services can be shut offto remove the item without draining the rerrainder ofthe piping systern' 3. Install valves where required for proper operation ofpiping and equipmen! including valves in branch lines where necessary to isolate sections of piping. a. Locate valves so as to be accessible. 4. Combination balancing and shut-offvalves rnay be used instead ofa separate balancing valve and shut-offvalve ifthe valve has a mernory stop and the manufacturer lists its use as a leak-proof service valve. 5. Provide drain valves at main shut-offvalves, low points ofpiping and apparatus. 6. Provide separate support where necessary. 7. Do not allow meter connections ofbalancing valves to point downward. 8. Install valves so bypass valves are accessible. B. All valves ofa given type shall be of one manufacturer. C. Provide extanded stems on insulated system to prevent interfererrce of q)erator with insulation. D. Provide chain wheel operators for valves more thar 8" AFF in mechanical rooms and wherever shown on drawings. 3.2 CHECKVALVEINSTALLATION A. Swing and Check Valves: l. Install only in horizontal lines unless absolutely impractical. If installed vertically, flow shall be upwards.2. Do not irstall in pu-p discharge piping. B. Silent Check Valves: l. Install in all pump discharge lines. 2. Silent check valves may be installed in vertical pipes with flow down upon Engineer's review for each instance, 33 VALVESUSEDFORTHROMLING/BALANCING A. Balancing valves shall not be used for flow indication in pipes 2/2" znd larger, or in pump discharge piping. Gore Creek Residences - Residential Vail, Colorado 03 Januarv 2fi)S I I I I I t I I I t I I I I I I I I I A. Valves 15100-6 I I I I I I I t I I I I t I I I I I I B. Flow indication inpipng24'and larger and in pump discharge piping, shall be by a venturi with a plug, butterfly, or globe valve for throttling. C. Throttling8alancing Valves shall be selected so that the maximum desigr flow causes between I' and l0' W.G. pressue drop or meter reading with the valve wide open. D. Install balancing valves used for flow indication with a minimum of five times the pipe diameter downstream and two times the pipe diameter upsteam of a fitting or valve. E. Globe, ball, butterfly, or plug valves may be used for thnottling/balancing. Provide an infinitely variable, lockable memory stop device to allow the valve to be returned to the "balanced" position after closing, and to prevent movement of the disk or plug during ofreration. When ball valves are used for tluottling provide and additional valve for equipment isolation. COMBINATION THROTTLING/CHECK VALVES A. Combination throttling/check valves may be used in lieu of separate throttling and check valves on punp discharge piping. However, they may not be used for flow measurement. END OF SECTION Gore Creek Residences - Residential Vail, Colorado 03 January 2005 Valves 15100-7 I I 'ECTI'N l5lzo PIPING ACCESSORIESI PARTI -GENERAL t r.l SIJBMITTALS - A. Manufacturer's Data - Piping Accessories: Submit manufacturer's data on the following piping I accessones: 1. Sealing compound for sleeves. 2. Expansion compensators. I 3. Flexible pipe connections. 4. Guides. I PART2-PRODUCTS I z.r MAlruFAcruREDPRoDUclsIA. Escutcheon Plates: r " Pif:x:ll'",*, r 3. Finish: a. At Painted Surfaces: Prime coatI b. At other Surfaces: Nickel or Chrome plate 4. For Floor Sleeves: Where sleeves extend above floor surface, provide depth to cover sleeve. I B. Expansion Compensators, Two lnch and Smaller: l. Manufactruers - Desip Basis: Flexonics 2, Other Acceptable Manufacftrers: a. Adsco b. Keflex c. Metraflex 3. Stroke: %" extension, l%" compression. 4. Model: HB-XXX-FFS for copper tube, all bronze- 5- Modet H-)O(X-MMT for steel pipe with sainless steel bellows, steel shroud and fittings. C. Flexible Pipe Connectors: l. Manufactuers - Design Basis: Mason 2. OtlnrAcceptableManufacturers: a. Mebaflex b. Flexonics 3. Model: MFTNC, Twin Sphere 225 psi. I t I I I I t I PipingAccessories Gore Creek Residences - Residential Vail, Colorado 03 January 2005 r5120-l I D. Pipe Alignment Guides: l. Manufacturers - Design Basis: Flexonics 2. OtherAcceptableManufacturers: a. Adsco b. Keflex 3. Model: PG 4. Material: a. Spider: Steel for steel pipe, bronze for copper tubing. b, Ring: Steel c. Travel: 3" FABRICATED ACCESSORIES A. Steel-Pipe Sleeves: Fabricate fiom Schedule 40 steel pipe. Remove bwrs. B. hon-Pipe Sleeves: Fabricate from service weight cast-iron pipe. Rernove burrs. C. SheetMetal Pipe Sleeves: Fabricate from galvanized sheet-metal, closed with lock-seam joinb. I I I I T I I I I t I I I I t I t t l. For following pipe sizes, provide gauge indicated: a. Tbree Inch Pipe and Smaller: b. Foru Inch to Six Inch Pipe: c. Over Six lnch PiPe: PART 3 - EXECUTION 3.1 INSTALLAfiON Pipe Sleeves: 20 gauge l6 gauge 14 gauge 1. 2. Install pipe sleeves where piping passes through walls, floors, ceilings, roofs and strucfirral members, exc€pt soil pipe penetrations throuqh concrete slab on grade. Where possible pour sleeve in place or grout. Provide sleeves ofadequate size, accruately centered on pipe runs, so that piping and insulation (if any) will have free rnovement in the sleeve in non-fire rated penetrations. In fue rated penefrations, size sleeves such that the resulting annular space is in accordance with the application requirements of the fue stopping system. Refer to Section 15050. All above gradc floor penetrations shall be considered to be fire-rated. Install length ofsleeve equal to thickness of construction penetrated, except extend floor sleeves 0.25" above floor finish and, where floor surface drains to a floor drain, exterd floor sleeve 0.75" above floor finish. Provide temporary support of sleeves during placement of concrete and other work around sleeves. Provide temporary closure to prevent concrete and otber uuterials from entering pipe sleeves. Except as otherwise indicated install steel pipe sleeves. At interior partitions and ceiling, install sheet metal sleeves. At exterior penetatiors below grade, install iron pipe sleeves. Seal exterior sleeve penetrations at grade weather tight. Gore Creek Residences - Residential Vail, Colorado 03 Jenuarv 2fl)5 4. 5- 6. 7. L 9. 10. ll. Piping Accessories 15120-2 I I t t I I I I I I t I I I I I I I B. Caulking: l. Where water seal or sound seal, but not fire seal, is needed, (foundation walls, slab on grade): fiberglass backing and heavy bead of silicone caulking compound. 2. Where sleeve pierces a fire separation: Fire stop material in accordance with manufacturer's directions and UL listing. Refer to Section 15050. C. Install escutcheon plates at pipe sleeves where piping is exposed to view in occupied spaces ofthe building, on the exterior, and elsewhere as indicated. D. Compensators: Install where shown or where required because piping arrangemenl does not provide sufticient fl exibility. L Protect compensators from over-travel and over-sfress during remaining installation and testing. E. Flexible Connectors: Install at right angles to displacement. l. Install one end immediately adjacent to isolated equipment and arrchor other end. F. Guides: Install where shown and where required in accordarrce with expansion cornpensators published requirements. l. As a minimurn, install one guide within four pipe diameters of cornpensator, and one guide 14 pipe dianeters from frst guide. ENDOFSECTION Gore Creek Resldences - Residential Vail, Colorado 03 Januarv 2005 I Piping Accessoriesr 15120-3 I I SECTION rsr40 I PIPESUPPORTSANDANCHORS I PARTI-GENERAL r I.r srAI\tDARDs I A. Comply with MSS Standard Practice SP-69, published by Manufacturer's Standardization Society I ofthe Valve and Fitting Industry for type and size. I r.2 SIJBMITIALS r A. Submit manufactuer's product data on the following: I l. Hangers other than clevis t1pe. I 2. Anchors. I B. Submit structural calculations on trapeze type supports. t C. Where pipes are supported on trap€zes or individual prp€s are 6" and larger, submit calculations for loading on each hanger for review by the Structural Engineer. Include weights of pipe risers or drops, including to equipment, that are support€d from each banger. I I PART2-PRODUCTS I z.r PIPEHANGERs I A. General: I l. Use adjustable pipe hangers on suspended pipe. Trapeze hangers may be used at the Contractor's option. Contsactor shall be responsible for sizing supports. r 'r:. ;:?:3ffi:nT3,Tfi,trdlililTJ'iJij,nT,fr'jfi;ctrichanger,iners. rape is not acceptable.- 4. Provide supports between piping and building saucnre where necessary lo prevent I swaJnng. B. Hanger Rods:r ): 3:#:f"fJJ#::frH;,1:gi:ffi*:lJ'.'];, I 3. Outside, exposed to weather: Hot dipped galvanized. t C. Spot Concrcte Inserts: Steel case and expander plug for threaded connection with lateral adjustment, top slol for reinforcing rods and lugs for attaching to forms. f l. Size ins€rts lo match size of threaded hanger rods. 2. lnserts to be UL and FM listed.3. Minimum 1000 lb. Capacity with %" rod. r D. Channel Tlpe Inserts: I L Standard channel support with anchor tabs on 4" centers, and nail holes for atraching to - Pipe Supports and Anchors t Gore Creek Residences - Residential Vail, Colorado 03 Januarr 2005 15140-l E. 2. Sqnofoam inserts to prevent wet concrete seepage.3. Minimum 2000 pounds/foot capacity. Expansion Anchors: l. For use only where modifications to piping layouts to change from pre-installed insert locatiom. 2. Inserts shall be ofthe drill, insert, expand t5pe. Power driven fasteners are not acceptable for piping. 3. Contractor shall select the appropriate type based on the following: I I I I I I I I I t I I I I I I I t I F.Steel Struchue Attachments: l. Support pipes suspended from steel truss joists that weigh over 50 lbs. from joist panel points. 2. Contractor may select welded or mechanically attached. All mechanically attached supports shall have jam nuts or other means to prevent loosening. Maximum loading requirements are as follows: Rod Size 318 Y, 5/8 t/' 7tE Rod Size 3t8 tA 5/8 % 7t8 Marimum Working Load 600 pounds I 100 pounds 1800 pounds 2700 pounds 3700 pounds Marimum Workine Load 600 poun& I100 pounds I 800 pounds 2700 pounds 3700 pounds c.Single Hangers: Piping 2" and smaller: MSS t5,pe I, Clevis hanger or tJDe 7 adjustable swivel ring banger. Minimum 180 pounds design load. Piping2%" andlarger: MSS type I Clevis hanger. Bare copper pipe: Above hangers, plastic or Neoprene coating, sized for copper pipe O.D. aDd copper coated for identification. Insulated pipe: Hangers to be sized for O.D. of insulation. Hangen shall not penetrate any insulation. Cast iron pipe above hangen sized for O.D. of cast iron pipe. H.Trapeze hangers and wall supports: Channel strut or structural steel shapes. Contractor shall follow channel strut manufacturers guidelines for loading or provide strucnral steel supports designed by a professional Engineer, licensed in the same state as rrhere the project is located. Reduce hanger spacing by 50% when supporting pipes on uapezes. Submit calculations to structural for loading on each hanger. All piping sball be attached to the support by means of a charmel strut clamp, U-bolt, or pipe rollers, which will maintain lateral position of the pipe but allow longirudinal movement. Provide dielecFic isolation between all dissimilar metals. Gore Creek Residences - Residential Vail, Colorado 03 Januarv 2005 l. ) J. 4. 5. I. J. Pipe Supports and Anchors 15140-2 T I I I I I 4. All insulation shall be continuous at supports. Do not notch or penetrate insulation. Vertical Supports: Steel riser clamp at each floor penetration or every 14 foot supported from wall bracket. Do not anchor riser claurps. Hangen: l. General: Adjustable wrought steel clevis with locking nut anachment. 2. Multiple or Trapeze: Steel channels with welded spacers and hanger rods. 3. Hanger Sizes and Spacing: a. For gas, domestic water and dmin piping, conform to the IPC for spacing, and the following table for hanger rod sizes. b. For steam and hydronic piping, conform to the following table: PIPETYPE PIPE SIZE MAXIMT]M MINIMI,JMIIANGERROD SPACING SIZEI I I Steel Pipe 3/;' tltl.n ltA" l%" and2" 2%" thnt3h" 4" and 5" 8" thru 12" 14" thru 18" 20" thru 30" * * 6'-0" 8'-0" l0'-0" t2'-o" l5'-0" 17'-o 22'-O" l0'-0" 8'-0" 3/8" 3t8" 3t8" tAtl 5i8" t/" 7t8" 1%" 1Yr" 3/8" 318" I I Copper Pipe |l" thru | " lt/1" thfi2" 2%" thnt 3" 8'-0" l0'-0" l0'-0" 318" V," st8" '/a I I I I I I t Cast lron Soil 3" to 5" o* 8" to |2" + Submit routing and support plans to Architect/Engineer for review. K. Insulated Pipe Supports: l. Size pipe suppons for outside diarneter ofpipe insulation. L. Wall Supports: I . 72" through 3": Unistrut type channel and steel clamp. a. Use Hydrosorb cushions on copper pipe. 2. 4" and Over: Welded steel bracket and wrought steel clamp. M. Pipes over five inches and over l2f: Provide cast iron roller supports. 2.2 INSULATION SADDLES A. 20-gauge galvanized sheet metal, I 80? Superstut C-790, B-Line 3 l5l or equal. Saddle length not less than three times tbe insulation outside diameter, minimum 12 furches in length. Provide at Pipe Supports and Anchors I Gore Creek Residences - Residential Vail, Colorado 03 January 2005 15140-3 point of support for all of insulated hot and cold pipe. 2.2 INSULATION INSERTS A. Pipe shall be protected at 0re point of support by a 36f insert ofhigh density, l00psi, waterproofed calcium silicate, errcased in a slreet metal shield. Insert to be same thickness as adjoining pipe insulation Insulation insert to extend one inch beyond sheet meta! shield on all "cold" lines. If pipe hanger spacing exceeds ten feet and for all pipe roller applications, utilize double layer shield on bearing surface. B. Provide l8f innrlation inserts when utilizing clevis hangers, Provide 36f insulation inserts at all rapeze and wall supporb. 23 PIPEANCHORS A. Manuhcturen: l. Design Basis: Flexonics 2. OtherAcceptableManufacturers: a. Adsco. b. Kellex. c. MeFaflex. B. Model AC with threaded ends and welded angle brackets for steel pipe. C. Model AC copper tube with solder ends and steel angle brackets brazed to tubing for copper tube. D. Anchors may be field fabricated similar to manufactured products specified. 2,4 PIPE GUIDES A. Manufacturers: l. Basis of Desigr: B-line. 2. O$er Acceptable Manufacturers: I I I I I t I I I I I I I I I T I I I a. b. c. d. Fee & Mason Grinnel M{o PHD B. Any of the Following: l. SpiderType: 83281-7.2. Roller T1rye: 2 sets of roller son opposite sides of pipe. 3. Slide Type: 83893 with hold down lugs. a. Not for use with cold piping. 4. Light duty, l%" and smaller copper: U bolt or channel stut clamp (82417) allowing clearance from O.D. of pipe or insulation. PART3_EXECUTION 3.I INSTALLATIONOFPIPESUPPORTS A. Adeguately support piping from the building strucfu€ with adjrstable hangers to maintain unifonn grading where required and to prevent sagging and pocketing. Gore Creek Residences - Residential Yail, Colorado 03 January 2005 Pipe Supports and Anchors 15140-4 I I l. Provide supports btween piping and building structure where necessary to prevent I z. il"illtoooon oipe fiom other pipe or equipment. I 3. Provide thrust restraints at all changes in direction on 8" and larger cast iron piping with no hub or hub and spigot fittings. I B. Install hangers to provide minimum %" clear space between finished covering and adjacent work. l. Place a hanger within one foot of each horizontal elbow. 2. Space hangers generally as called for in Table in Pan 2, Products.t C. Use hangers which are vertically adjustable l-72" minimum after piping is erected. I D, Use inserts for suspending hangers fiom reinforced concrete slabs and sides ofreinforced concrete beams wherever pmcticable. I l. Set inserts in position in advance ofconcrete work. I 2. Where concrete slabs form finished ceiling, finish inserts flush with slab surface. 3. Do not penetrate concrete 'TT" legs for piping inserts. Do not penetmte the stressed (i.e. lower) chords ofany struchual member. r E. Provisions for Movement: Install bangers and supports: I l To allow controlled movement of piping systems. I 2. To permit proper movement between pipe anchors. 3. To facilitate the action of expansion joints, expansion loops, bends and offsets. 4. To isolate force due to weight or expansion from equipment connections. I F. In general, attach hangers to upper chord ofrooftrusses and floorjoists, using long rods to facilitate pipe movement. I G. Anchors: l. Securely anchor piping where indicated or where required for a proper installation and to force the pipe expansion in the proper direction. 2. Anchors shall be suitable for the location ofinstallation and shall be designed to withstand not less tban five times the anchor load. 3. Anchor vertical pipes by means ofclamps welded around pipes and secured to wall or floor construction. Anchor at bottom ofriser only but provide guides for ve.rtical thermal movement.I I T I t I I I Pipe Supports and Anchors ENDOFSECTION Gore Creek Residences - Residential Vail, Colorado 03 January 2005 15140-5 I T SECTION I5I7O I MoToRSANDSTARTERS I PARTT-cENERAL t 1.1 STJBMII"TALS I A. Submit manufacturer's product data. 1. Motors: Identify by unit served. Include:r l. x#r"* c. Horsepower d' Frame I e. Insulating class f. Efficiency g. Power factor I h. Index number i. Speedj. Starting characteristics I 2. Starters: Identify by motor served. Include: I a. Enclosure, NEMA Type b. NEMA size c. Accessories, switches, fansfomrer, etc.r :: xffi,'.$lff#"*f. Thermafoverload size 3. Submit as part ofpackaged unit submittals when purchased as part ofitem ofequipment. I 1.2 SINGLEMAIvI'FAcTURER I A. hovide all motors, except those factory mounted, by a single manufacturer. - B. Provide all starters, except those factory mounte4 by a single manufacturer. t C. "Factory rnounted" means'as part ofa packaged rmit" where the motor is not purchased separately from the driven equipnrnt. I PART2-PRODUCTS I 2.t MoroRs(oTITERTHANFAcToRvMoUNTED) r A. Manufacturers: l. Desiga Basis: Centuryll 2. Other Acceptable Manufachuers: a. General Electic b. Westinghouse I c. U.S. Motor d. Allis Chalmen e. Louis Allis I 3. Factory mounted motors may be by equipment manufacturer's standard supplier. Gore Creek Residences - Residential Vail, Colorado 03 Januarv 2005I Motors and Starters 15170-1 B. Bearings: Ball bearings, grease lubricated with grease fittings. C. Enclosure: As required by location. D. Service Factor: 1.15. E. Full-Load Operation: At l05T and altitude ofproject. F. Insulation: l. Constant Speed: Class B. 2. Variable Frequency Controlled: Class F. G. Efliciency Ratings: l. All motors one horsepower and larger, except as noted shall be high efficiency motors, in accordance with IEEE Test Method 112A, Method B, and NEMA Standard MGI-12.536. 2. The apparent efliciency (PF x Eff) and index letters shall be in accordance witb" or better than, the following: HP Aorerent Elliciency t I I I I I I I I I I I I t I I I I I I 1% 2 3 5 7% l0 15 20 25 30 H. Electrical Characteristics: 66.9 69.7 70.6 71.9 73.4 74.4 75.0 75.9 76.5 76.8 76.9 Index Letter M L L K K H H G G G G Gore Creek Residences - Residentlal Vail, Colorado 03 Januarv 2005 l Refer to sections 15001/16001, Mechanical and Electrical Coordination. 2. Motors 7z hp and srnaller shall be 1l5-volt single phase. 3. Motors % lp and larger shall be tbree phase, of voltage shown in Electrical Section of Contract Documents. I. Multi-speed Motors: l. Tlpe: Moton maybe one of the following: a. Two speed, two winding 1800/900 rpn b. Two speed, one winding 1800/900 rpn J. Variable Speed Drives: l. All motors operated by a variable speed drive shall be rated for inverter duty. 2. Motor insulation shall be rated for 1200-volt peak. 2.2 MOTORS(FACTORYMOTJNTED) Motors and Starters l5t7u2 I t I I I I I I I I I I I I I I A. Provide highest efliciency motors available (as listed under "Motor Options" in standard product specifications). B. Variable Speed Drives: 1. AII motors operated by a variable speed drive shall be rated for inverter duty. 2. Motor insulation shall have 1200 volt peak capacity. - 2.3 STARTERS r A. Manufacturers: ): L-_ l. Allen Bradley 2. Cutler-Hammer 3. General Electric 4. Square D B. General: 1. Starters shall be standard NEMA sizes and UL listed. C. Type: Across the line except where noted. D. Enclosure: NEMA Type as required for location. E. Overload Protection: l Type: Trip-free therrnal overload relay.2. Location: Each ungrounded conductor. 3. Resel Manual. 4. Ambient Temperature Compensation: Provide where required. 5. Overload protection to be sized for nameplate running amps. F. Auxiliary Contacts: l. Provisions to add three without removing starter from enclosure. 2. Number: Provide up to three per starter as required for control sequance, and one (l) auxiliary contact. 3. Switchable type, easily changed frorn N.O. to N.C. without removing from it's mounting. G. Switches in Cover: l. Manually Confrolled: Three wire start-stop. 2. AutomaticallyControlled:Hand-ofLautomatic. 3. Start and stop indicating lights. 4. Equipment used for life safety (smoke exhaust, etc.): Hand-Automatic. 5. Equipment not designed to run continuously: Off-Automatic. H. Control Transformer; l. Provide when line voltage exceeds 208 volts. 2. Secondary wiring shall have one leg firsed and the olher grotmded. 3. Secondary voltage not to exceed 120 volts. I. Provide starters for all motors as follows: Gore Creek Residences - Residential Vail, Colorado 03 Januarv 2005 Motors and Starters 15170-3 l. Single phase motors less than % hp. a. With intemal overload protection: None. b. Without intemal overload protection: (l) Manually Controlled: Manual starter. (2) AutomaticallyConfrolled: Magneticstarter. 2. Single phase moton % hp and larger: a. Manually Confiolled: Manual starter. b. Automatically Contolled: Mapetic starter. 3. Three Phase Moton: Magnetic starter. Soft Srart Starters: 1. Provide Y-Delta or solid state reduced voltage starters for all rnotors 50hp and larger. 2. Starter shall limit starting vollage to 200Yo of flrll load voltage. Multi-Speed Starters: l. Starters shall be suitable for the tlpe multi-speed motor selected. 2. Provide time delay for automatic transfer from high to low speed. Housing coils to be 120V. Motor Protection: (above 20 hp) 1. Providesingle-phasepotectiorl 2. Provideunder-voltageprotection PART3 -EXECUTION MOTORS A. Install motors on motor mounting systers so coupling or belt drive is properly aligrred. Provide proper belt tension. Dowel direcl coupled motors. STARTERS A. Deliver to installer of electrical work B. All safety devices shall be wired so that tlrcy will stop the motor with a hand-off-autorratic switch in the hand as well as the automatic position. END OF SECTION Gore Creek Residences - Residential Vail, Colorado 03 Januarv 2005 I I T I J.I t I I I I t I L, M. 3.1 3.2 I t I I I t, ilMotors and Starters 15170-4 I I sEcTroN 15172I I ELECTRONICSPEEDCONTROLLERS I PARTI_GENERAL I I.I SIJBMITTALS I A. Submit manufacturer's product data for each unit. Include: I l. Capacity: a. Horsepowerr lffi2. Wiring Diagrams: a. Include diagrams for basic unit and for all required accessories. ll 3. Dimensions. 4. Installation instuctions. 5. Description of diagnostic system.I t. ffi':lH:1"J:*es ror\{FDcircuit. I PART2.PRODUCTSa 2.I GENERAL ! A. Manufacturer:I l. Basis of Design: ir a. Toshibal] 2. Other Acceptable Manufacturers: a. Reliancer b. Hitachi I c. Masnetek d. Cuiler-Hammer C. ABBI B. Drive shall convert the coDstant frequency AC line voltage to a variable frequency, variable f voltage AC output suitable for control of a standard NEMA design B induction motor over a l0:l I speed range and v/ilh full load amp rating between l0% and 110% ofthe drive full load current capability and without modilication to the motor or the drive. C. Variable frequency drives for motors greater than 5 HP shall have the following features: l. Drive input: 480 volts + 107o,3 phase,60H2. 2. Drive output 0-460 volts, 3 phase, 0-80 tlz. For efficient operation of a variable torque load. 3. Drive type: Pulse width modulation type, desigrred to minimize harmonjc generated noise in the motor. I I Electronic Speed Controllerc 15172-l Gore Creek Residences - Rssidentialr ,J#:".jffi8; I I t 4. 5. 6. 7. 8. Enclosure type: NEMA l. AC line fused disconnect or circuit breaker. Metal oxide varistors on incoming line for transient protection. Contol power aansformer with fused primary and 24Y or l20Y fused secondary. Manual, speed adjusrnent potentiometer of keypad, HAND-OFF-AUTO switch, and 4- 20 rnilliamp signal follower, fully isolated and suitable for grounded or ungrounded input signal. Drive manufach[er shall coordinate exact signal O?e with ternperature contol contractor, lnstantaneous overcurrent shutdown with indicator light when cunent exceeds 200%. Time-overcurrent overload protection for the motor. lnverse characteristic time-overcurrent overload protection for the motor sized in accordance with NEC requirements. Drive shall be capable of withstanding random application ofan output short circuit without damage to drive components or fuses. Input phase loss and undervoltage protection. Torqudcurrent limit contol which will slow the rnotor without tripping when the rDotor is subjected to an overload, or slow the acceleration ramp when accelerating a high inertia load. Drives shall be capable of "riding through" a momentary loss ofpower for up to 2 seconds. AC line reactors in the drive cabinet for protection against line notching and surges without requirerrent for an input isolation transformer. Power factor shall be minimum 95% at all speeds and loads. Each drive shall have the following stahrs and troubleshooting diagnostic feahrres: A. Auto restart in "auto" mode. Certain drive faults shall be selectable to blpass the auto restart feature. Auto restart rnanual shall only be anempted 5 tirnes. b. Exterior drive door mounted devices shall include" (l) '?ower On" pilot light. (2\ 'VFD Run" pilot light. (3) % firll load digital display. (4) Output frequenc y andlor o/o speed digial meter. C, Indicator lights on each power module to indicate correct operation (or failure) of individual owner switching devices. d. DRIVSOFF/LINE test switch. UL listed or ETL listed. Minimum and maximum speed adjustrnent. Factory Tests: The VFD shall be tested with the systern logic and given conplete factory tests including simulated operation- A. Provide certification this test has been rnade for the particular units shipped for thisjob. Field AdjusEnents: Independent acceleration/deceleration rates: 0.5 - 120 seconds. Provide a maximum of 1000 volts at the rnotor terminals. Gore Creek Residences - Residential Vail, Colorado 03 Januarv 2005 I I I I I I I I I I I I I I I I I I I 9. 10. I l. 12. lJ- 14. 15. 16. t r. D. 21. 22. 18. 19. 20. I 2. 3- 4. All variable frequency drives shall be equipped wiih a manual bypass device to allow for total isolation ofthe drive unit for service while providing for temporary operation ofthe motor. This shall include: A main disconnect switch in the bypass errclosure with a door interlock handle. This disconnect shall provide positive shutdown of all power to both the bypass circuitry and the VFD. The blpass shall be in a sepir&rte corryartment from the VFD. With the 'TI-O-A" switch in the "OFF'positioq the run circuit will be open and the VFD $'ill not operate. A VFD output contactor and a constant speed contactor. A three pole motor overload relay with heaters connected to shut down the motor in both the VFD and bypass modes. Electronic Speed Controllers t5t72-2 E. 3.1 32 I I I t t I I I I I I I I I I I I I I 5. A control relay and terminal blocks which will allow two-wire, start-stop control of the motor from a single remote contact in both \{FD and BYPASS (AUTO) modes of operation. 6. A control relay and terminal blocla to allow connection ofremote interlock shutdown contacts such as freezestats, smoke detectors, etc. When this interlock loop is opened, operation of the motor shall be disabled in both VFD and blpass modes. 7. A three position selector switch shall be provided, VFD-OFF-BYPASS. 8. Indicator lights on the face of the bypass panel shall be provided as follows: Indicators shall be long life neon or tansformer type incandescent types. "POWERON'' ..MOTOR ON VFD'' *MOTOR ON BYPASS CONTROU' "MOTOROVERLOAD" .INTERLOCK SHUTDOWN" F. 9. I 20V control power mnsformer with fused secondary and primary. Bypass mode operation shall be independent ofVFD control power. 10. VFD output conhctor shall be wired to allow a confrolled VFD deceleration ranp to stop. I l. Panel shall be arranged to allow power-off maintenance of VFD while motor is operation on bypass. Bypass circuitry in the same comparhnent as the VFD will not be allowed. In addition to the above feature all drives shall have the following additional feahres: 1. Catch-a-spirmingloadcapability. 2. Critical speed avoidance capability. 3. Where the building walls are not suitable for mounting &ives a floor stand kit shall be provided. 4. Where required by Division 15950, provide output isolator to provide VFD sigaal operation offrequency, and current to an isolated 4-20 mA signal for transmission to the building automation system for monitoring capability. For variable frequency drives serving multiple motors, the following shall be provided: l. Provide motor contactors for each motor for drives serving more than one motor, each contactor shall have auxiliary contacts to prevent drive darnage ifremote motor disconnect switch is open ofclosed.2. Each drive shall have contactors for each motor it serves with individual thermal overload protection for each motor and H-O-A motor select switch. 3. All multiple motor variable speed conhollers shall be capable of operating even ifone of the motors is off. For drive manufacturers who use portable test meter for diagnostics, provide not less than one test meter for each model or type used. Meters shall be supplied to the Owner upon completion of the project. Provide one cornplete set of spare fuses for all variable speed controllers. Interlock all disconnects with variable speed drive so variable speed drive opens before discoDnect opens to prevent damage to the drive. PART3-EXECUTION Deliver units to installer ofelectrical work. Provide installation and wiring instruction and diagrams. Provide wiring control diagrams and instructions to installer of automatic tenperahue controls. Gore Creek Residences - Residential Vail, Colorado 03 January 2005 a. b. c. d. e. G. H. I. Electronic Speed Controllers 15172-3 33 Provide factory representative at start-up to check installation and instruct Oumer. END OF SECTION 151724 Gore Creek Resldmces - Residential VaiI, Colorado 03 Januarv 2005 Electronic Speed Controllers I I sEcrIoN 15240 l vrBRATroNcoNTRoL I PARTI-GENERAL I I.1 RELATED DOCTIMENTS I A. Drawings and general provisions ofContact, including General and Supplemental Conditions off dre Consruction Contract and Division I Specification Sections (Generai Requirematts), apply to this Section. I T.2 Df,,SCRIPTION I A. Fumish and install vibration connol devices, nnterials, and related items. Perform all work as t shown on the drawings and as specified herein to provide complete vibration isolation systems in propa working order. I 13 MATERTAL Ar{DEetnPMENlI A. Design Basis: Mason Industries I B- Altemate Manufacturers: I . Arnber/Booth Co. 2. Korfirnd Dyramics Corp. I 3. Vibration Eliminator Co- 4. Vibration Mountings & Controls, Inc. I C. Unless otherwise specified, supply only new equipment, parts and rnaterials. I.4 QUAIITY ASSURANCE It A. Coordinate the size, location, and special requirements of vibration isolation equipnrcnt and systems with other trades. Coordinate plan dimensions with size ofhousekeeping pads- f B. Provide vibration isolators of the appropriate sizes, with the proper loading to meet the specified defl ection requirements. I C. Supply and install any incidental nraterials needed to meet the requirernents stated herein, even ifI noi lxpressly specifiid or sbown on the drawings, without claim or additional payment. I D. Veriff correcb:ess of equipment model numbers and conformance of each conponent with I manufacturer's specifications. I E. Should any rotating equipment cause excessive noise or vibration, the Contactor shall beI ffi":,Tfi:,H:"31iH?,:T:'ff1"*'$:ffi;"trfli1ffJff*T:$:t*ff;;:"#L,," queslron. I 1.5 SI]BMITTAIS r A. Reference Section 01300. I I Vibration Control lS?A0-l Gore Creek Residences - Reidmtial I Vail, Colorado 03 Januarv 2005 Prior to ordering any products, submit shop drawings or the items listed below- The shop drawings must be conplete when submitted and must be presented in a clear, easily understood form. Inconplete or unclear presentation ofshop drawings may be reason for rejection of the submittal. l. A complete description ofproducB to be supplied, including product data, dimensions, specifications, and installation iDstuctiom. 2. Detailed selection data for each vibration isolator supporting equipmen! including: a. The equipment i&ntification rnark; b. A cut sheet of the isolated equipment sbowing equipment support points and operating weight at each point. The isolator type; The actual load; The static deflection expected under the actual load; Specified minimrun static deflection; The additional deflection-to-solid under load; The ratio of spring height rmder load to spring diameter. 3. Steel rails, steel base frames, and concrete inertia bases showing all steel work, reinforcin& vibration isolator mounting attachrnent method, and location ofequipment attachment bolts. 4. Special details necessary to convey complete understanding ofthe work to be performed. PART2-PRODUCTS 2.1 VIBRATION ISOLATION MOUNT TYPES General: l. All metal parts ofvibration isolation units installed out-of-doors shall be cold-dip galvanized, cadmium plated, or neoprene coated after fabrication. Galvanizing shall meet ASTM Salt Spray Test Standards and Federal Test Standard No. 14. 2. All isolators installed out-of-doors shall have base plates wiih bolt holes for fastening the isolators to the slpport memb€rs. 3. Isolator types are scheduled to establish minirnum standards. At the Contractor's optiorl laborsaving accessories can be an integral part of isolators supplied to provide initial lift of equipment to operating height, hold piping at fixed elevations during installation and initial sptem filling operations, and similar installation advantages. Accessories must not degrade the vibration isolation system. 4. Static deflection of isolators shall be as provided in SECTION 3 - EXECUTION. All static deflections stated are the minfunum acceptable deflection for the mounts rmder actual load. Isolators selected solely on the basis of rated deflections are not acceptable and will be disapproved. Type FSN (Floor Spring and Neoprene) 1. Spring isolators shall be freestanding and laterally stable wiihout any housing. Spring diameter shall be not less than 0.8 ofthe compressed height ofthe spring at the rated load. Springs shall have a minimum additional tavel+o-solid equal to 50olo of the rated deflection. Springs shall be so designed that the ratio of horizontal stiffiress lo vertical stilFress is approxirnately one (l ). All mounts shall have leveling bolts. 2. Either the spring element in the isolator shall be set in a neoprene cup and have a steel washer to distribute the load evenly over lhe neoprene, or each isolator shall be mounted on a Tlpe NP isolator. If the NP isolator is used provide a rectangular bearing plate of appropriate size to load the pad uniformly within the manufacturer's recommended range. Gore Creek Residences - Residential Vail, Colorado 03 Januarv 2fi)5 I I I I I t I I I t I I I I l I I I I c. d. f. o h- B. B. Vibration Control D. E. I I I I I I I I I I I I I I I I I I I c. 3. If the basic spring isolator has a neoprene friction pad on its base and a NP isolator is to be added to the base, a galvanized steel, stainless steel or aluminum plate shall be used between the friction pad and the NP isolator. Ifthe isolator is outdoors, the plate shall not be made of galvanized steel. The NP isolator, separator plate and friction pad shall be permanently adhered to one another and to the bottom ofthe bearing plate. 4. If the isolator is to be fastened to the building structure and Type NP isolator is used under the bearing plate, neoprene grommets shall be provided for each bolt hole in the base plate. Bolt holes shall be properly sized to allow for grommets. The hold down bolt assembly shall include washers to distribute load evenly over the grommets. Bolts and washers are to be galvanitzsd. Type FSN isolators shall be Mason Type SLF with the appropriate neoprene pad (ifused) selected from Type NP or approved equal. Type FSNTL (Floor Spring and Neoprene Travel Limited) 1. Spring isolators shall be freestanding and lalerally stable without any housing. Spring diameler shall not be less than 0.8 of the compressed height of the spring at the rale load. Spring shall have a minimum additional travel-to-solid equal to 50% of the rated deflection. Springs shall be so designed that the ratio ofhorizontal stiffness to vertical stiftess is approximately one (l), All rnounts shall have leveling bolts. All mounts sball have vertical tavel limil stops to control extension when weight is removed. The tavel limit stops shall be capable ofserving as blocking during erection ofthe equipment. A minimum clearance of 7o" shall be maintained around resraining bolts and between the limit stops and the spring to avoid interference with the spring action. 2. Either the spring element in the isolator shall be set in a neoprene cup and have a steel washer to disrr'bute the load evenly over the neoprene, or each isolator shall be mounted on a Type NP isolator. If the NP isolator is used, provide a rectangular bearing plate of appropriate size to load the pad uniformly within the manufacturer's recommended range. If the basic spring isolator has a neoprene friction pad on its base and a NP isolator is to be added to the base, a galvanized steel, stainless steel or aluminum plate shall be used between the friction pad and the NP isolator. If the isolator is outdoors, the plate shall not be made of galvanized steel. The NP isolator, separator plate, and friction pad shall be permaneltly adhered to one another and to the bottom ofthe bearing plate. 3. Ifthe isolator is to be fastened to the building structure and Type NP isolator is used under the bearing plate, neoprene grommets shall be provided for each bolt hole in the base plate. Bolt holes shall be properly sized to allow for gronrnets. Hold down assernbly shall include washers to disnibute load evenly over the grommets. Bolts and washers are to be galvani.ed. Type FSNTL isolators shall be Mason Type SLR with the appropriate neoprene pad (if used) selected from Tlpe NP or approved equal. Type FN (Floor Neoprene) 1. Neoprene isolators shall be neoprene-in-shear type with steel reinforced top and base. All metal surfaces shall be covered with neoprene. The lop and bottom surfaces shall be ribbed. Bolt holes shall be provided in the base and the top shall have a threaded fastener. The mounts shall include leveling bolts tbat may be rigidly connected to the equipment. Type FN isolators shall be Mason Type ND or approved equal. Type FNC (Floor Neoprene Ctriller) Gore Creek Residences - Residential Vail, Colorado 03 January 2005 Vibration Control 15240-3 l. Neoprene isolators shall be double neoprene-in-shear tlpe with steel reinforced top intermediate plates and base. Neoprene elements shall be %". Steel plates shall be 7i' and the top and boftom plates shall be ribbed. Bolt holes shall be provided in the base and the top sball have a threaded fastener. The mounts shall include leveling bole that may be rigidly connected to the equipment. Type FNC isolators shall be Mason Type ND: Fabricate of type "Super W'pads, similar to Type ND otherwise. F. Type NP (Neoprene Pad) l. Neoprene pad isolators shall be one layer of Yt" lo 3/8" thick ribbed or waffled neoprene. The pads shall be sized so that they will be loaded within the manufacturer's recornrnended range. Type NP isolators shall be Mason Tlpe W or approved equal. c. Type DNP @ouble Neoprene Pad) l. Neoprene pad isolators shall be formed by two layers of %" to 3/8" thick ribbed or waflled neoprene, separated by a galvanized steel, staft ess steel or aluminum plate. If the isolator is outdoorg the plate sball not be made of galvadzed steel. These layers shall be permanently adhered together. Tbe pads shall be sized so that they will be loaded within the manufacturer's recommended range. Type DNP isolators shall be Mason Type WSW or approved equal. H. Tlpe HSN (Hanger Spring and Neoprene) l. Vibration isolation hangers shall consist ofa free sanding and laterally stable steel spring and a neoprene elernent in series, contained within a steel housing. Spring diameters and hanger housing lower hole sizes shall be large enough to permit ihe hanger rod to swing through a 30o arc before conlacting the housing. Hangers shall provide a rrrans to adjust hanger elevation under load. Spring diameter shall be not less lhan 0.8 of the compressed height of the spring at the rated load. Spring elements shall have a minimum additional travel-to-solid equal to 50% oftbe rated deflection The neoprene element shatl be designed to have a 0.3" minimum static deflection. The deflection ofboth the spring element and the neoprene element shall be ircluded in deterrnining thc overall deflection of Tlpe HSN isolaton. Type HSN isolators shall be Mason Type P30N or approved equal. I. TypeHN (Hanger Neoprene) l. Vibration isolation hangers shall consist of a neoprene-in-shear element mntained within a steel housi.g. A neoprane neck bushing shall be provided where the hanger rod passes through the hanger housing to prevent tbe rod from contacting the hanger housing. The diameter of ihe hole in the housing shall be sufficient to permit the hanger rod to swing through a 30o arc before contacting the hanger housing. Type HN isolators shatl be Mason Type HD or approved equal. EQTIIPMENTBASES Gore Creek Residences - Residential VaiI, Colorado 03 January 2005 t I I I I I I I I I I I I t I I t I IVibration Control tsz,0.4 t I I I I I I I I I I I I t I I I I I A. Type BIB (Base - Inertia Base) l. Concrete inertia bases shall be formed of stone-aggregate concrete (150 lbs./cu.ft.) and appropriate steel reinforcing cast between welded or bolted perimeter structural steel channels. Inertia bases shall be built to form a rigid base which vrill not twist, racks defonn, deflect, or crack in any manner which would negatively affect the operation of the supported equiprnent or the vibration isolation mounts. lnertia bases shall be adequately sized to support basic equipment units and motors plus any associated pipe elbow supports, duct elbow supports, electrical control elements, or other components closely related and requiring resilient support in order to prevent vibration transfer to the building structure. lnertia base depth shall be at least I / 12 the longest dinpnsion of the inertia base, but not less than 6" nor more than 12". The base foot print shall be large enough to provide stability for supported equipment. Inertia bases shall include side rrounting brackets for attachment to vibration isolators. Mounting brackets shall be located on the sides of the base that are parallel to the axis ofrotation ofthe supported equiprnent. 2. The steel frarne and reinforcement shall be supplied by the vibration isolator manufacfurer. Concrete may be provided by the General Contractors. Frame and reinforcemenl for Type BIB bases shall be Mason Type KSL or approved equal. B. Type BC-l (Base - Cub) l. Curb type isolation bases shall be a prefabricated assembly consisting ofan extruded aluminum fiame and steel spring isolation system that fits over the roofcurb and under the isolated equipment. The aluminum frame shall be sufficiently rigid to support the equipment load without detrimental twist or deflection. Spring isolators shall be selected and positioned along the curb to achieve the minimum static deflection called for in the schedule. The static deflection shall be constant around the entire periphery of the base. Springs shall be free standing, laterally stable with a diameter of not less than 0.8 times the compressed height, and have additional tavel-to-solid that is at least 50% of the rated deflection. Resilient neoprene snubbers shall be provided at the corners of the base to limit the movement of the equipment under wind load to %". 2. The isolation curb base shall be made weather tight by sealing all around the periphery with closed cell neoprene or flexible vinyl. This shall in no way inhibit the vibration isolation of the spring elements. A closed cell sponge gasket or field caulking shall be used between ihe equipment unit and lhe isolation curb base and between the isolation curb and roof curb to form a weather-tight seal. 3. Each spring isolator used in the curbs shall be weather protected as described above. Tpe BC-l vibration isolation curb bases shall be Mason Type CMAB or approved equal. 23 RESILIENT LATERAL GTIIDES A. These units shall either be a standard product of the vibration isolation mqunting manufacturer, or be custom fabricated from standard components. These units shall incorporate neoprene isolation elements similar to Type FN which are specifically designed to provide resilient lateral bracing of duct or pipe risers. Resilient lateral guides shall be Mason Type ADA. 2.4 FLEXIBLEDUCTCONNECTORS A. Flexible duct connection shall be made from coated fabric (or leaded vinyl ifcalled for on the drawings). The clear space between connected parts shall be a minimum of3" and the connection Gore Creek Residences - Residmtial Vail, Colorado 03 Januarv 2005 Vibration Control shall have 5" minimum of slack material. FLEXIBLE PIPE CONNECTIONS A. Flexible pipe connection shall be fabricatsd ofmultiple plies ofnylon cord fabric, and neoprene; and shall be vulcanized so as to become inseparable and homogeneous. Flexible connections shall be formed in a double sphere shape, and shall be able to accept cornpressive, elongativg tansve$e, and angular novernents. B. The flexible connections shall be selected and spccially fitt€d, ifnecessary, to suite the system temperatrre, pressure, and fluid type. In addition, suitable flexible connections should be selected which do not require rods or cables to contol extension of the connector. C. Connectors for pipe sizes 2" or smaller shall have threaded female union couplings on each end. Larger sizes shall be fined with metallic flange couplings. D. Flexible pipe cormections shall be mason Industries Type BSS braided stainless steel hose with carbon steel fittings. RESTRAINTS Snubber: l. Snubbers shall be custom fabricated using Tlpe FN isolators mounted to stcel angle brackets. The steel angle shall be sufficiently rigid and the mounting zufficiently secure to resist excessive rnovernent of equipment during on-olfcycle. Thrust Restraints: l. Thrust restraints shall consist of a spring elernent in series with a neoprene pad. The unit shall be desigrred to have the same deflection due to thrust-generated loads as specified for the isolators supporting the equiprn€nL The spring element shall be contained wirhin a steel frame and be designed so it can be precompressed at the factory to allow for a maximum of 7r" movement during starting or stopping of tbe equipmant. Allowable movement shall be field-adjustable. 2. The assembly shall be furnished corplete with rods and angle brackets for attachuent to both the equipment and the adjacent fixed structural anchor. 3. Thrust restraints shall be Mason Industries TlAe WB, Kinetics Noise Control Tlpe HSR" Amber/Boolh Tpe TRK or an equal product of the manufacnner supplying the isolators. 2.7 GROMMETS Grommets shall either be custom made by combining a neoprene washer and sleeve, be Isogrortrnets as manufactured by MBIS, lnc. (Bedford Heights, Ohio), or be Series W by Barry Controls (Watertown, Mass.). Grommets shall be sized so that they will be loaded within the manufacturer's recommended load range. Grommets shall be specially formed to prevent both from directly contacting the isolator base plate. ACOUSTICAL SEALAIIT Sealants for acoustical purposes as described in this spocification shall be silicone or one of tbe non-setting sealants indicated below: I I I I I I I t I I I I I I I t I I I B. Acoustical Sealant 8R.96 Acoustical Sealant Vibration Control D.A.P Pecora Trerrro 152404 Gore Creek Rmidences - Residential Yail, Colorado 03 January 2005 B. c. D. I I I I I I t I I I I I I I I I I I I Acoustical Sealant PART 3 -EXECUTION APPLICATION A. General: U.S.G. l. Refer to SECTION 2 - PRODUCTS of this specification for vibration isolation devices identified on the drawings or specified herein 2. The static deflection ofall isolators specified herein are the minimum acceptable deflections for the mounts under actual load. Isolators selected solely on the basis of rated deflection are not acceptable and will be disapproved. Major Equipment: 1. Unless otherwise showD or specified all floor-mounted major equipment shall be set on 4" high concrete housekeeping pads. See architectural or structural drawings for details. 2. Types and mininnrm static deflections of vibration isolation devices for major equipment items shall be as scheduled on the drawings or specified hereunder. 3. Flexible duct connections shall be installed at all fan unit intakes, fan unit discharges, and wherever else shown on the drawings. 4. Flexible pipe comections shall be installed at all pipe connections to vibration-isolated equipment in the positions shown on the drawings. 5. Thrust restraints shall be installed on all floor-mounted fans developing 4" or more of static pressure, all suspended fans developing 2" or more static pressue, and wherever else called for on the drawings. 6. Snubbers shall be installed as called for on the drawings. Miscellaneous Mechanical Equipment: l. Miscellaneous pieces of mechanical equipment such as converters, pressure reducing stations, dryers, strainers, storage tanks, condensate receiver tanks, and expansion tanks which are connected to isolated piping system shall be vibration isolated from the building structure by Tlpe NP or T1rye HN isolators (selected for 0.1" static deflection) unless their position in the piping system requires a higher degree ofisolation as called for under Pipe Isolation. Pipes: l-All chilled water, coDdenser rvater, heating water, drain and engine exhaust piping Orat is connected to vibration-isolated equipment shall be isolated ftom the building stuctwe within the following limits: a. Within mechanical rooms. b. And within 50' total pipe length ofconnected vibration-isolation equipment (chillers, pumps, air handling units, pressure reducing stations, etc.): Piping shall be isolated from the building sfructure by means of vibration isolation mounB, resilient pipe guides, and resilient penetration sleeve/seals. Isolators for the first three support points adjacent to connected equipment shall achieve one half the specified static deflection ofthe isolators supporting the connected equipment. Wlren the required static deflection of these isolators is greater than W'Type FSN or HSN isolators shall be used. When the required static deflection is less than or equaf to /t",TW FN orHN isolators shall be used. All other pipe support isolators within the specified limits shall be either Type FN or HN achieving at least %" static deflection. Gore Creek Residences - Residential Vail. Colorado 03 Januarv 2005 2. J, Vibration Control 1s240-7 4. Where lateral support of pipe risers is required within tbe specified limits, this shall be accornplished by use ofresilient lateral supports. 5. Pipes within the specified limits that penetrate the building construction shall be isolated from the btrilding stucture by use ofresilieDt penetration sleeve/seals. 6. Provide flexible pipe connections on all piping connected to all isolated equipment and wherever shown on the drawings. INSTALLATION OF VIBRATION ISOLATION EQTIIPMENT General: l. Locations of all vibration isolation devices shall be selected for ease ofinspection and adjusEnent as welt as for proper operation. 2. lnstallation of vibration isolation equipment shall be in accordance with the manufacturer's instructions. Isolation Mounts: |. All vibration isolators shall be aligted squarely above or below roounting points ofthe supported equipment. 2. Isolators for equiprnent with bases shall be located on the sides ofthe bases, which are parallel to equipment shaft unless this is not possible because ofphysical constraints. 3- Locate isolators to provide stable support for equipnrn! witbout excess rocking. Consideration shall be given to the location of the center of gnvity of the system and the location and spacing ofthe isolators. If necessary, a base with suitable footprint shall be provided to maintain stability of supported equiprnent, whether or not such a base is specifically called to herein. 4. Ifa houselceeping pad is provided, the isolators shall bear on the housekeeping pad and the isolator base plates shall rest entirely on the pad. 5. Hanger rods for vibration-isolated support shall be connected to stnrchral beams or joists, not the floor slab benreen beam joists. Provide suitable intcrmediate support members as Decessary. 6. Vibration isolati6a hanger elerrents shall be positioned as high as possible in the hanger rod assembly, but not in contast with the building structure, and so tbat the hanger housing may rotatc a full 360o about the rod axis without contacting any object. 7- Parallel running pipes may be hung together oD a tapeze, which is isolated from tbe building Isolator deflections nust be the greatest required by the provisions for pipe isolation for any single pipe on the trapeze. Do not mix isolated and non-isolarcd pipes on the sarne trapeze. 8. Pipes, ducts and equipment shall not be supported from other pipes, ducts and equipment. 9. Resiliently isolated pipes, ducts and equipneDt sball not corne in rigid contact with thc building construction or rigidly supported equipment. 10. The installed and operaring heighrs of equipment vibration-isolated with Tpe FSNTL isolators shall be identical. Limit stops shall be out of contact during norrnal operation. Adjust isolators to provide %" clearance between the limit stop brackets and the isolator top plate, and between the travel limit nuts and travel limit brackets. I l. Adjust all leveling bolts and hanger rod bolts so that the isolated equiprnent is level and in proper alignment with cormecting ducts or pipes. Bases: l. No equipment unit shall bear directly on vibration isolators unless its own frame is suitably rigid ro span between isolators and such direct stryport is approved by the equipment manufacturer. This provision shall apply whether or not a base frame is called for on the schedule. In the case that a base ftame is required for the writ because of the equipment manufacturer's requirements and is not specifically called for on the 1524F8 Gore Creek Residences - Residential Vail, Colorado 03 January 2005 I I I I I I I I I I I I I I I I I I I B. c. Vibration Control D. E. F. G. t I I T I I I I I I t I t I I t I I I equipment schedule, a base frame recommended by the equipment Dranufacturer shall be provided at no additional expense. 2. Unless otherwise indicated, there is to be a minimum operating clearance of l" between inertia bases or steel frame bases and the floor beneath the equiprnent. Position isolator mounting brackets and adjust isolators so that tbe required clearance is maintained. The clearance space shall be checked by the Contractor to ensure that no construction debris has been left to short circuit or restrict the proper operation ofthe vibration isolation svstem. Flexible Duct Connections: l. Sheet metal ducts and plenum opening shall be squarely aligned with the fan discharge, fan intake, or adl acent duct section prior to irstallation of the flexible connection, so the clear length is approximately equal all the way around the perimeter. Flexible duct connections shall not be installed until this provision is met. There shall be no metal-to- melal contact berween connected sections, and the fabric shall not be stretched taut. Flexible Pipe Corurections: l. Install flexible pipe corurections in strict accordance with the manufacturer's instnrctions. Resaaints: 1. Snubbers shall b,: adjusted to clear the equipment base and to provide lateral restraint during on-off cy:ling, but be out of contact during normal operation of the equipment. 2. Thrust restraints shall be attached at the centerline of thrust and symmetrically on each side of the unit. The two rods of the t}rust resEaint shall be axially aligned. This may require modified brackets or standoffs. The body of the thrust restraint shall not come in contact with the r:ornected elements. Thrust restraints shall be adiusted to constrain equipment rnove.ment to the specified limit. Resilient Penefration Sleeve/Seals: l. Maintain an airtight seal amtmd the penetrating element and prevent rigid contact between the penetrating element and the building structure. Fit the sleeve tightly to the building construction and seal airtight on both sides of the construction penetrated with acoustical sealant. a. At minimunr, provide resilient penetration seals at all Mechanical, Equipment and Fan Room Penetations. ISOLATOR SCIIEDTJLE Gore Creek Residences - Reidential Vail, Colorado 03 Januarv 2005 Air Handling Units FSN [Nole l)1.5 Thrust restraints if internally isolated. Rooftop Air Handline Units BC.I 1.5 BC-I Inline Fans HSN a Fan Coil Units Note 2)fNote 2) Chillers FNC 0.35 Slab on Grade Purnps (Inline)HSN o.75 Vibration Control rs240 9 Pumps (Basemount) BIB (Note 3)1.5 Cooling Tower FSNTL 2.5 Boiler FN 0.35 Utilitv Fans FSNTL 2 I I I Notes: (1) (2) (3) Extemal isolator rnay be omitted if nnits have intemally isolated fars and no other rota-'ng or reciprocating corrponents, Isolators for fan coil units should be either HSN with 0.75" minimum static deflection or be equivalent to Mason Industries Type HN with 0.35" minimum static deflection. For slab-on-grade insallations isolators are not required. Ref€r to Section 15540. END OF SECTION Gore Creek Residences - Residential Vail, Colorado 03 January 2005 Vibration Control l524tFl0 I r sECTIoNls2so MEC HANICAL INSI,JLATION I PART I -GEI{ERAL I r.l STJBMTTTALS A. Submit manufacturer's product data on the following: I l. Insulation. 2. Jackets, coatings and protective furishes. 3. Sealen, mastics and adhesives. I 4. Fitting covers. 5. Manufachuer's installation details for fire rated duct wrap. I I.2 FLAMEAI{DSMOKERATINGSI A. Provide insulation tested on a composite basis (insulation, jacket, covering, sealer, rnastic and adhesive) cornplying with the following: I l. Flame Spread: 25 or Less 2. Smoke Developed: 50 or Less I 3. Method: ASTM E84 (NFPA 255) 13 PRODUCTDELIVERY I A. Deliver insulation products in factory containers bearing manufacturer's label showing fire hazard rating, density and thickness. I rA DEFTNTTTONS A. Exposed Location: Locatgd in mechanical rooms or other areas exposed to view. t B. Concealed Location: Located in pipe chases, furred spaces, attics, crawl-spaces, above suspended ceilings, or other locations not exposed to view. I l.s STAr\TDARDS A. Corrply with the latest edition of National Commercial and Indushial Insulation Standards. I I PART2-PRODUCTS 2.I PIPE INSTJLATION t A. Manufachrers: I 1. Desigrr Basis: Johns-Manville || 2. Other Acceptable Manufacturers: A. Armstrons b. Foster I c. Owens-Coming - Mechanical Insulation 152fl-l Gore Creek Residences - Residentialr vail, coloradoI o3Januery2oo5 Klauf Nomaco Imcoa Pittsburgh Corning Cell-U-Foam B,Materials: Fiberglass Pipe Insulation: Johns-Manville Micro-Lok heavy density pipe insulation with AP-T jacket. Fiberglass Pipe Fitting Insulation: Johns-Manville 'Zeston" fitting covers with factory- cut fiberglass insulation insert. Flexible Unicellular Pipe Insulation: Armshong Arrnaflex" II or Therrna-cel By Nomaco. Foam glass with vapor barrier coating: Pittsburgh Corning, Cell-U-Foarn Rigid Closed Cell Insulation: Dow Trymer 2000. Thickness: (Thickness listed below are minirmun required. Provide thickness required by bcal Building or Energy Codes). Service (Donrstic) Water Piping: a. Hot: (l) 2" and Smaller: l" @ 2-Vi'arrdlauger. | %": (3) Runouts up to 2" and l0 feet long: lz" b. cold: w' Heating Water, Not Over 2009F: a. All sizes: I 72" b. Runouts up to 2" and l0 feet long, to terminal units: 72" Chilled Water: a. Size l" and srnaller: l" b. Size over l": l-%" c. Runouts up to 2" and l0 feet lon& to terminal units: 72" Storm Water: a. All Sizes: /2" Refiigerant Suction and Hot gas Bypass Lines: a. SrzE 2-118" and smaller: 72" b, Size2-518" andlarger: t/i' Refrigerant Uquid Lines: a. All Sizes: Yz" b. Size 2" and smaller: l " c. Size?W'and larger: 2' Condensate Drain Piping: a. Allsized:. Vz" PVC pipe in plenums or above noise sensitive areas: a. All sizes: See Part D. D.Application: Unless otherwise indicated, use the following: I t I I t I I I I I I t I I I I I I I d. f. gb' h. l. 2- 3. 4. 5. l. 2. J. 4. I 6. 8. 9. c. L 2. 4. Mechanical Insulation Inside, above ground: Fiberglass. Inside exposed: Fiberglass with PVC jacket fiacket not required in mechanical rooms). Outside, protected: Fiberglass. Outside, exposed to weather: fugid closed cell with aluminum jacket. Gore Creek Residences - Residential Vail, Colorado 03 Januarv 2005 I I I I I I I I I I I I I I I t I I I 5. Below grade or slab: a. Pipe size ltC' and less: Single piece of flexible closed cell insulation slipped over soft annealed copper tube without slitting insulation. b. Pipe size 2" and larger: Rigid closed cell insulation with shrink fitjacket. 6. PVC: I /2" thick fiberglass (duct) insulation, or I" heavy density pipe insulation installation to meet ASTM E84 (NFPA 255) flame spread and smoke developed ratings. 7. Acid waste/vent in return air plenums: Flexible unicellular insulation. 2.2 DUCI INSULATION A. Manufacturer: l. Design Basis: Johns Mansville 2. OtherAcceptableManufacturers: a. Certainteed b. K:rauf c. Owens-Corning B. Materials: l. Flexible Faced fiberglass Ductwork Insulation: Jobns-Manville Microlite, with FSK factory applied foil -scrim-haft facing. 2. Rigid Fiberglass Ductwork Insulation: Jobns-Manville 800 Series, Spin-Glas Type 814, 3 lb. Density rigid board with FSK jacket. 3. Flexible Plain Fiberglass Ductwork Insulation: Johns-Manville Microlite .75 lb/cu. Ft. unfaced-4. Ductwork lnsulation Accessories: Provide staples, bands, wires, tape, anchors, comer angles, and similar accessories as recommended by the insulation rnanufacturer for fhe applications indicated.5. Foam Glass: Pittsburgh Corning with vapor barrier. C. Application: l. Insulate all exposed unlined supply ductwork with 1" thick rigid fiberglass. 2. Insulate all concealed unlined supply duct with l-'lu" thick flexible, faced fiberglass. 3. Insulate all exposed unlined ductwork, transporting outside air with l" thick rigid fiberglass. 4. Insulate all concealed unlined ductwork, transporting outside air with l'l:" thick flexible fiberglass. 5. Insulate all exposed unlined return air duct with l" thick rigid fiberglass. 6. Insulate all concealed unlined retum air ductwork with I %" flexible fiberglass, with or without facing. 7. Where energl codes require additional insulation over that listed above, provide insulation in accordance with those codes. D. Duct Liner: 1. See Section 15890, for duct liner requirements. Supply, retum and outside air ductwork that is not lined is to be externally insulated. 2,3 OUTDOORDUCTINSI,]LATION A. Manufacturers: l. Design Basis: Armstrong 2. OtherAcceptableManufacturers: a. Johns-Manville 15250-3 Gore Creek Residmces - Residential Vail, Colorado 03 January 2005 Mechanical Insulation I b.I I T I T I I I I I I I t I I I I I B. Materials: 1. Model: Armaflex a. Description: Flexible, cellular, elastomeric foarn b. Form: Sheet 2. Paint Armaflex Finish A. Description: White vinyl lacquer. If duct is visible fiom the ground, contactor rnrst first coordinate color ofvinyl lacquer with Architect. Submit color chart to Architect for his review. 3. Adhesive: Arnrstong 520. 4. FoamGlass: Pittsburgh Coming with vapor barrier. C. Application: l. All outdoor supply, return, and uansfer air ducts that are specified with acoustical duct lining shall also be insulated with one layer of one irrh thick sheet on the exterior. 2. All outdoor supplt retum, and tansfer air ducts that ar€ not specified to have acoustical lining shall be insulated with two layers ofone inch thick sheet on the exterior. EQTIIPMENT INSt'LATION A. Manufacturer: l. Desip Basis: Joh"s Mansville 2. Other Acceptable Manufacturerc: a. Armstrong b. Certainteed c. Owens-Corning d. K-nauf e. Foam glass B. Materials: 1. Model: Pipe and tank insulation. Description: Florible board tpe insulation. 3 PCF glass frber insulation witb all purpose jacketing. Maximum thermal conductivity.32 BTU-IN(br-FI2-T1 at 150"F. Glass fibers oriented such that insulation will conform to rounded shapes while rnaintaining high conpressive shength- 2. Model: Johns-Manville 800 series, spin glass type 814. Description: 3 PCT density rigid glass fiberboard, with all purpose jacketing. Maximurn thermal conductivity .27 BTU-IN/hr-FT2--"F). 3. Jacketing Material: Pre-sized glass cloth jacketing materials, not less than 7.8 oz. Per sq. yd., except as otherwise indicated. 4. Fiberglass: Johns-Manville Micro-Lok 850 insulation with APT jacket. 5. Flexible Unicellular Insulation: Armstrong Armaflex II sheet form. 6. Equipment Insulation Accessories: Provide staples, bands, wire, wire nefting, tape, comer angles, anchors, stud pins, metal covers, adhesives, cements, sealers, mastics and protective furishes as recommended by insulation rnanufacturer for applications indicated. BREECHING AND STACK INSLJLATION (Engine Exhaust Insulation) Gore Creek Residences - Residential Vail, Colorado 03 January 2005 Mechanical Insulation 152504 I I I T I I I I t I I I t I t I I I I A. Application: l. Breeching insulation is required only ifthe Conhactor exercises his option to use welded steel breeching instead of double wall vent pipe in the boiler room. 2. Double wall vent pipe need not be insulated. B. Materials: 1. Manufacturers: a. Desigr Basis: Iohns-Manville b. Other Acceptable Manufachuers: (1) U.S. Gypsum 2. Description: a. Thermo-I2 gold calcium silicate ASTM C533, Type I. b. Compressive Srength: min 160 psi to product 5olo compression. c. Maximum Service Temp: 1200 F 3. Thickness: Two inches. 4. Iacketing Material: 0.016 Aluminum with moishue barrier. KITCHEN GREASE HOOD EXHAUST DUCT INSI,JLATION Manufacturers (all corponents to be by one manufacturer): B.Materials: l. 2. 3. 4. 5. 6. l. 2. 3. 4. 6. 3M Unifrax Nelson Thermal Ceramics Pyroseat Vesuvius Lightweight, non-asbestos, higb terrperature inorganic ceramic fiber blanket wrap' ksulation to be fully encapsulated in reinforced foil. Suffrcient thickness to provide two (2) hour fue resistant enclosure. Fibers to be non-carcinogen and soluble in hrunan hmg tissue. Zero clearance to combustibles rating. Provide rated access doors (as required) insulated to maintain two (2) hour rating and required clearance. Provided fire barrier sealant, tape, rods, pins, clips, bands and other conponenb as required to provide firlly functioning sysrern 2. 3. A 5. Mechanical Insulation Listings and Testing : l.ASTM E84: StaDdard Test Method for Sudace Burning Characterislics of Building Materials Surface buming characteristics: a. Flame Spread: 0 b. Smoke Developed: 0. ASTM E8l4: Standard Test Methods for Fire Tests of Through-Penetration Firestops ASTM El 19: Standard Test Methods for Fire Tests of Buildine Constuction Materials NFPA 96. NFPA 1OI. 1525tr5 Gore Creek Residences - Resideilial VaiI, Colorado 03 January 2lDS 6. Submit written ap'proval from authority having jurisdiction for use of system at specified clearance. D. Application: l. Insulate all kitchen grease hood exhaust duct systems from hood to exhaust fan firll lengtlr, including kitchen hood above ceiling. 2. Wrap duct supports for two (2) hour rating" 3. Install per manufachrer's recommended installation guidelines. 4. Provide Manufacturers approved transition between fire wrap and gypsum board rated enclosures where both systems are used. Do not ransition from gypsum enclosure system back to fue wrap. 5. Use bands and/or welded pins as required. Adhesives are nor acceptable. 6. Where zero clearance to conibustibles is not used ap'ply red label with 4" white letten "MAINTAIN 2 INCHES CLEAR" at seams ettery 20 feet of entire duct run. I t I I I I I I I I I I I t I I I I I J. PART 3 -EXECUTION 3.I GENERAL A. Veriff acceptability of all materials which are to be used in air plenums (above ceiling, etc.). Materials must meet all requirements of local Building Code and Authority having jurisdiction, PIPE INSUI.ATION lnsulate the following: Domestic hot water piping. Domestic cold water piping above ground and under slab. Heating piping. Chilled water piping. Roof drain bodies and all horizontal storm water piping. Refrigerant suction lines. Condensate drain piping. Plastic piping in return air plenurs. B.Installafion: Install insulation on pipe sptem subsequent to testing and acceptance oftests. Insall insulation rnaterials with smooth and even surfaces.a. Insulate each continuous nm of pipiog with full length units of insulation, with a gingle cut piece to conplete the run. b. Do not use cut pieces or scraps abutting each other. Clean and dry pipe surfaces prior to insulating. a. Butt insulation joints firrnly together to ensure a complete and tight fit over surfaces to be covered. Extend piping insulation without intemrpfion through pipe clanps, hangers, walls, floors and similar piping penetrations, except where otherwise indicated. lnstall protective metal shields and saddles where needed to prevent compression of insulation. Refer to Section 15140. Except as noted, cover valves, flanges, fittings and similar items in each piping sptem with equivalent thickness and composition of insulation as applied to adjoining pipe run. a. Install factory-molded, pre-cut or job-fabricated units (at Installer's option), except where a specific form or type is indicated. b. Do not cover: 1525G.6 Gore Creek Residences - Residential Vail, Colorado 03 Januarv 2005 l. 2. 4. 5. 6. 1 8. l. 2. 5. 6. Mechanical Insulation I I I I I I I I I t I T I T I I I I I (l) Valve operators. (2) Threaded or solderjoint shainers. (3) Balancing valves. 7. Mark location ofunions and flanges covered by insulation with permanent paint or ink, or approved label.8. Maintain integrity ofvapor-barrier jackets on insulation ofcold pipes and storm &ainage piping, and protect to ptevent punctue or other damage. 9. Insulate between pipe and pipe saddles. Provide suitable saddles. 10. Seal ends ofsections with vapor barrier cement at: a. 2l ft. intervals. b. Valves and fittings. I l. On underground pipe insulation, install unicellular insulation on pipe without slitting insulation. a. Seal all transverse joints with adhesive. Replace existing insulation removed or damaged because of work of this project. hsulate new pipes and replace insulation on existing pipes to remain where iruulation was removed or damaged by demolition or revisions. Do not insulate basket access flange offlanged strainers. Do not insulate steam traps. Insulate between fingers ofspiders in alignment guides. Insulate between pipe and pipe slide. Perform all work in a neat and worlcnanlike manner. Poor work (as detennined by Architect or Engineer) will be cause for rejection. Insulate all acid waste/vent pipe in return air plenums with Annstrong AP Armaflex. 12. 13. 14. 15. 16. 17. 18. 19. 33 IJNDERGROI,]ND HYDRONIC PIPE INSTALLATION A. Portions of the chilled, heating, condenser, domestic water, fire water piping system shall be insulated below grade. B. The installed piping system shall have the follovring characteristics. C. Insulating Value: The system shall provide a conductivity of 0.165 Btu-in/hr ff F at ?5"F (r-value of 6). l. The insulation shall be Foamglass Pittwrap SS II, waterproof (not lose insulating value when satuated with liquid water or conpletely sealed against the introduction of water) and 2" thick. 2. The exterior ofthe pipe shall be conpletely sealed against the intoduction ofmoisture when the system has been installed in gtound water saturated fill. 3. The system shall be conpatible with the excavation and backfilling methods and materials used. 4. The system shall be able to sustain medium duty tract loading (1000 lb wheel loading at the swface) without damage. D. Minimum burial depth shall be 5'-0" below finished grade. E. The actual system used shall be at contractor's option as long as the above criteria is met, and may be a pre-fabricated or field built system However, if the system submitted by the Contractor does not meet this criteria (as determined by Engineer), ihe Contractor shall supply a double pipe pre- fabricated system equivalent to that rmnufactured by Ricwil or Perma-Pipe. 3.4 OUTDOOR PIPE INSULATION A. Install rigid closed cell insulalion with butt joints of half pipe sections staggered. Insulation shall be held in place with strapping tape. Install aluminum jacket with all joints lapped to shed water. Gore Creek Residences - Residential Vail, Colorado 03 Januarv 2005 Mechanical Insulation l:r25$7 I Apply a bead of silicone sealant at all tansverse and longitudinal seams. Secure wift aluminum bands, minimurn of2 perjacket section. DUCTWORK INSTJLATION A. Install insulation materials with smooth and even surfaces. B. Clean and &y ductwork prior to insulating. l. Butt insulation joints firnrly together to ensure complete and tight fit over surfaces to be covered. C. Extend ductwork insulation without inhmrption through walls, floors, and similar ductwork penefrations, except u/her€ otherwise indicated. D. Except as otherwise indicated do not insulate lined ducb. However, extend duct insulation 12" beyond start of lining where lined ductwork meee insulated ductwork E. Maintain integrity of vapor-barrier on insulation ofducB carrying cold air, and protect it to prevent puncftre and other damage. F. For Outdoor Insulation: l. Stagger joints on multilayer applications. 2. Locate joints at sides of ducb whenever possible. 3. Use 520 adhesive to atach insulation. a- Use full coverage. 4. Seal all seams and joints with adhesive. 5. Maintain fun thickness at standing seams and flanges by additional laye(s). 6. Cover flexible cormections. 7. Extend covering to inside face ofoutside wall. 8. Finish with two coats of Anraflex finish. EQUIPMENT INSTJLAfiON A. Install insulation materials with smoth and erren swfaces and on clean and dry swfaces. 1. Re-do poorly fittedjoints. 2. Do not use mastic orjoint sealer as filler for gaping joints and excessive voids resulting fmm poor workrnanship. B. Maintain integrity of vapor-barrier on equipment insulation and protect it to prevent puDctwe and other damage. C. Apply insulation using the staggered joint method for both single and double layer constructiog where feasible. l. Anply each layer of insulation separately. D. Do not insulate handholes, cleanouts, ASME stamp and manufachrrer's nameplate. l. Provide neatly beveled edge at intemrptions of insulation. E- Chilled Water Pumps: Gore Creek Residences - Residential Vail, Colorado 03 Januarv 2005 I t I I I I I t t I I I t I I I I IMechanical Insulation ls2s0.8 I I I I I t I I I I 1. Do not insulate. Provide drain pan and drain to collect condensate formed on pump body. Pipe drain line to nearest floor drain and provide air gap. F. Hot Equipment (Above Ambient Temperafire): l. Includes hot and heating water as well as steam equipment such as air release tanks, air separators, expansion tanks, flash tanla, vessels etc. 2. Insulate with 3" thick fiberglass. 3. Do not apply insulation to equipment while hot. G. Heat Exchanger: |. Cover top and both sides of exchanger wit24 gatge galvanized steel panels with '/2" flexible unicellular insulation cenrcnted to the inside of the panels. 2. Panels shall be easily removable and easy to re-install. 3. Adhere flexible unicellular insulation to end plates with Armstong No. 520 adhesive. H. Domestic Water Tanks: l. Insulate dornestic hot water talks with 2 inches ofpipe and tank insulation of l7z inches ofrigid fiber glass board (if not originally insulated from the factory). I. Cold Equipment (At or below ambient equipment): l. Includes chilled, domestic cold, condenser wat€r system equipment such as air release tanks, air separators, expansion tanks, flash tanks, vessels, etc. 2. Insulate air release tanks (air sepaators) with 2 inches ofpipe and tank insulation or l% inches of foam elass. I r 3.7 BREECHING AND STACKINSLJLATION II A. Coat insulated surfaces with layer of insulating cement, tro\fleled to a smooth continuous surface. I B. Fill-in scored block, seams, chipped edges and depressions.I l. Cover-over wire netting and joints with cement of sufficient thickness to remove surface I irregularities. I C. Cover insulated surfaces with glass cloth jacketing neatly fitted and firmly secured. 1. Lap seams at least 2".I D. Avoid applying insulation to hot breechings and stacks. I 3.8 FTRERATEDDUCTWRAP A. Rernove dirt and dust and clean all duct surfaces. II B. Install per manufachrers insEuctions and referenced standards. Where pins are required they shall b€ tack welded to duct. I C. Repair any damage in accordance with manufacturers instruction- I Mechanical Insulation 15250-9 Gore Creek Residences - Residential I Vail, Colorado 03 .Ienrrerv 2005 PROTECTION A}tD REPII\CEMENT A Replace danraged insulation which carmot be repaired satisfactorily. lncluding units with vapor barrier damage and rnoisnlre satuation. I . Protection: The inzulation installer shall advise tlre Contactor of required protection for tlre insulation work during the remainder of the construction perio4 to avoid damage and deterioration. END OF SECTION Gore Creek Residences - Residential Vail, Colorado 03 Januarv 2005 Mechanical Instlation 1525G10 B. c. D. I T I I I I I I t I I I I T I I I I I SECTION 15300 AUTOMATIC SPRINKLER AI\[D STANDPIPE SYSTEMS PART 1 GEITERAL I.OI WORKINCLI.JDED: 6eneral: Provide all materials and labor for the desigr and installation of new supervised automatic sprir*ler and standpipe systems in accordance with the applicable codes and all requiremenls of this specification The Residential Building plases (eight resldential phases in total) of this project includes continuation of the Tunnel automatic sprinkler sysbm zones for rrre two residetrtial units of l$ls each resldentill buildlng phase to provide autormtic sprinkler protection of each of the three level residential rmits, irrcluding the attic and crawl spaces. Under the Turmel phase ofthis project a 2 % - itrch contsol valve, tamper switcll and flow switch for each residential rmit zone as well as outlet and end cap at the exterior Tunnel wall was provided for this Residential Building phase. The Residential Building phase conhactor shall provide all automatic sprinkler systerns throughout the Residentlal Buildirg areas including the attic and crawl space fieas: There are no standpipe syst€ms for the Residential Building phase. Automatic sprinkler svstems shall be instalted in accordance with NFPA 13. Automatic sprinklers desiened in accordance with NFPA l3R or NFPA l3D requiremenls are not permitted. As att NFPA li qnten, all concealed ryoces mail be addresvd in accordance with NFPA 13, Section 8.14.1 through Secllon 8.11.3 (Please reference architectarul drawing R003). Thls includes not onl! attic concealed spaces bul also conceoled ryaces created by the constrac on of the resldeutial units (between fioors, pipe chases, dc). All atic spaces are to be provided with automatic sprinklerc scept lhose spaces where the general contrrctor utilizes the Concealed Spoce Design and Con*raaion Tools (Sheet Nn, b estsffiish the ryace as a concealed rysce not requiring automalic sprinkler protedion Extensive coordfuation with the ge4eral conlracior is required. Pricing sholl identify t total cosl and a cost per automatic sprinhler head lor the attic IoeL For pricittg, assume 6:12 slope roofs throughout, ossume spri kler head coverage &ending to lhe attic perimaer shown on the drawings tal<ing into considemtion detail 3A on sheet R003, assume no obslractlons from roof trusses The pricing per sprinkler head will be used to determine cosls when aaual freld condhions, in coordination with the geneml cottfractor, dictate sdditioaal heads or head ellnination frcm tt hd is priced or shown ot shop drmoings. Pice per insulled heod shall not inclade any change order oddilions or delelions. SupplSc The systerns shall be supplied from ihe 2 % - inch outlet with end cap at the exterior Turmel wall which is supplied from the Tunnel wet automatic spririkler system zupplied from tlre existing underground nrain in Forest Road, Waterllow Switches: The waterllow switch for each unit residential zone was pmvided under the Tunnel pbase of this project. The Residential Building phase contractor is responsible for verifying the properly adjusEnent ofsprinkler system supervisory switches ard uiaterflow indicators as required herein Drairs: Provide direct piped connections to building drains necessary to drain and test the sprinkler Gore Crek Resldences - Resldential Vail, Colorado 2J4prrlnsr+4i}/d,4 12 January 2005 Automatic Sprinkler and Standpipe Systems I5300 - I systenrs. E. Shields: hshll shields necessary to Fotect electrical equipr'rcnt from sprinkler discharge. F. Submittals: Prepare and submit shop drawings, record drawfuigs and other submittals required herein G. Tests: Test each rrw sprinkler systen The Sprinkler conhactor shall also atend all fire alarm tests to aid in testing sprinkler system nronitoriDg devices. The Contactor sball be responsible for carrying out requfued tests. S€parate tests may be requircd by the Architect and Authorities Having Jurisdiction. H. Grarantee: Guarantse all new equipnrnt and s)lsbms during installation and for a one year period after final acccphrrce of the work by the Architect L Approvals: Obtain all approvals required for the work of lhis section ftom all public authorities havingjurisdictioD, fiom the project irsurer, and from the Architect. J. Fees: Pay all fees required to obtain permits or approval ofthis work K. Coordination: Coordinate wod< with other trades working on the project. L. Valves: hovide all contol valveg and odrer appurtcnance as required for a fully operable sysEm by ihe Authority Having Jurisdiction and the contact documents. The control valve for eacb residential unit zone was provided rmder the Tunnel phase of this project I.O2 REIATED WORK SPECIFIED ELSEWHERE A. Alarms: Wiring and corm€ction to sprhkler system alarm and supervisory devices. Section 16721. B. Drains: Floor dmins and othcr facilities for receiving discharge from sprinkler system drains. S€ction r5410. C. R€lated sectioos: As a part of this work the confractor shall corryly with the following sectbns: Division I Gerrcral Requirernents Section 0l 300 Submittals Section 15001 Mechanical and Electrical Coordimtion Section 15010 Basic Mechanical Requirenrents Sectbn 15050 Basic Mechanical Marcrials and Methods I.O3 QUALITYASSURANCE A NFPA Shndards: All work shall conform to tlre rcquiremenb of the applicable portions of lhe Natioml Fire Protection Association (NFPA) Standards and Reconrnended Practices listed herein, as nndified by tlrc Tovm of Vail Fire and Emergency Services. I . NFPA 13, "Standard for fte Inshllation of Sprinkler SysEms." 2. NFPA 25, "Shrdard for the Inspection, Testing, ard Maintenance of Water Based Fire Protection Sysbms." All standards enfsced will be those fomd in the 2004 Edition of the National Firc C,odes. Gore Creek Residences - Residertial . Vail' Colorado z$qteftW4 12January2(MS I T I t I I t I I T I t I t I I I I I Automatic Sprinkler end Slandpipe Systems 15300-2 B. c. D. E. F. 1.04 t, t I I I I I t I I t I Govemmenbl Jurisdiction: All work and rnarcrials sball conform to all Federal, Shte, and local codes and regulations goveming this installation including tbe 2003 editions of the lntemational Building and Fire Codes, as modified or interpreted by the Tovm of Vail and/or Fire Dishict officials. At tbe date of this document the arnendnrents to these adopted codes are in draft form and should be conplied with. Code Conflice: Ifthere is a conflict between the referenced NFPA Standartls, Federal, Sate or local codes and this specifcatio4 it sball be tlre Conhactofs responsibility to bring the conflict to the attention of the Architect for resolution. Permit Fees: The Conhactor shall be responsible for filing all docwrenb, paying all fees and securing all permits, inspections and approvals necessary for conducting this work. Equiprrnc All devices, s)6tems, and materials furnisbed and installed shall be new and sball be of tlpes or models approved by the Architect for use in systerns and occupancies of this t1rye. Contractor Requirements: The Contactor shall: l Hold all licenses and obtain all permis necessary to perform work of this type in Vai[ Colorado. Copies of the Contractols licenses shall be provided with bid submittal. 2. Have at least five (5) years of experience in installation of systems of this tSpe and be familiar with all applicabh local, sbte and Federal laws and regulations. 3. Be regularly engaged in the design, installatioq testing and sewicing of automatic sprinkler systenrs. 4. Provide a job site supervisor who is to be present at all tirrs when work is actively in Progless- SPRINKLER SYSTEM DESIGN CRITERIA T t Dersities: Hydraulically calculated wet-pipe sprinkler systenrs shall be installe4 designed to produce discharge densities of: t. 0.10 pm/square foot over the hydraulically nrost remote 1,500 square feet in residential, attic and crawl space areas (Light Hazard Occupancies). 2- 0.15 gpm/square foot over the hydraulically most remote I,500-square-feet in mechanical roorns and electrical rooms (Ordinary Hazard Group I Occupancies). Areas of Application indicated in L04.A shall be modified as follows: l. Wet pipe sprinkler systems installed under sloped ceilings with a pitch exceeding 2" in 12" shall have an area increase of 30% if Standard Spray Upright, Perden! Sidewall Spray or large Drop sprinklers are used. 2. Wet pipe sprinkler systens using Quick Response sprinklers tluoughout rray reduce the area of application in accordance witl4 and subject to the conditions of Section Gore Creek Residences - Residential Vail, Colorado 3$qte#ber1$O4 I 2 Jonuary 200 5 B.t I l t I Automatic Sprinkler and Standpipe Systctns 15300-3 il t t 1 T t I I I I I I I I I t I I I C. D. E. A. B. c. D. E. rr.2.3.2.3.1 of NFPA 13-2002. 3. Dry pipe systems shall have an area incrcase of 30olo. Minimum Standards: The stated densities and application areas are the minimum accephble. The Contactor shall confirm densities and areas of application with local codes and local authorities as modifications rnay be needed. General Crieria: The Contractor shall fiollow the hydraulic design criteria contained ilt NFPA-13. Hose Strearu The calculations shall include a 100 gpm inside hose stream at the hose valve closest to the floor contol assembly. The cornbined (imide and outside) hose sheam for the calculations shall be 250 gprn 1.05 SI.JBMITTALS Procedure: Refer to Section 01300. Shop Drawings: The Contracbr will be authorized to gtart each portion of the work when the shop drawings, catalog cuts and calculations for that portion of tbe wo* are received, reviewed and approved by the Engineer, tlp ArchiEct and the Tonm of Vail Building and Fire DeparEnent. IDstallation prior to these approvals shall be at tlrc risk ofthe Conbactor. l. The Contraclor shall zubmit 4 ses of shop dtawingp, 4 sets of catalog cuts, and 4 sets of hydraulic calculations to the Atchitect for approval in accordarrce with the shop drawing submittal schedule and procedures. Shop Drawinss shall not be submitted to tlre Tou,n of Vail Buildinq and Firc Departnent wittput a review starp ard review letter ftom the Engineer to accorpany the submittal. 2. Shop drawings shall show all ofihe infonnation requied by NFPA-I3 for working plans and shall include drawings showing the location of all equipment, controls, piping valves and drains. The dta*ings slnll also show: Iocations of all sway bracing and of flexible couplings bstalled as llexure joints, and location and diameter of all necessary core drillq pipe sleeves and pipe clearance openings in walls and flmrs and ceilings/roofs. 3. Shop drawings shall contain a list ofall lltabrial to be used for the sprinklcr systern on this prcject. The nnnufacturer, trade name and catalog rurnber shall be given for each item Product Data: The Contractor shall submit a product data submittal with tb shop dnwings: 4 sets of Marurfachu€ds Data Sheets showing the type and undel of all equiprnent or maerial proposed. This inforrnation shall include tlpe of pipe or tube, hangcrs, valves, pipe fiuings/joining methodq sprinklers, waterflow devices, zupervisory devices and fire departrrnt connections, escutcheons, and sigrmge. When a Data She€t shows rrpre than orp producl the specific proposed oroduct shall be clearlv indicated by arrows or other suitable means. Sanples: Within 30 dap of autlrorization to proceed, lhe Conhacbr shall subrnit to ihe Architect for approval samples of all t1ryes of proposed sprinklers, including tlpes of furishes available and a conplete list of where each tlpe and finish will be installed. Pennits: Prior to start of insbllatioq the Contractor shall subnit copies of all permits and appmvals to the Architect necessary to condrrct thb worlc Gore Creek Residences - Residential Vall, Colorado 3$qtenWW4 12 Januory 2005 Automatlc Sprinkler and Stendpipe Systems 15300 - 4 1.06 I T I t I t I I ! T I I I I I I I I T F. Certificates: The Contsactor shall pmvide the Architect with one copy of all docunpnts that are reviewed and ap,proved by ttre local code authorities. These daunrenb shall include, but not be limited to, the following: l. Sile inspection forms 2. Permit drawings 3. Final impection forms All docunrnts shall include all required approval stanps, signatures or other inforrnation n€c€ssary to properly certifr that the installation has been reviewed and accepted by the Town of Vail Building and Fire Deparbnents. G. Operation and Maintenance Manual: The Contractor shall provide the Owner with a loose-leaf manual containing: I . I I ' x I 7" reduced copies of the record drawings required below. 2. CopyofNFPA25. 3. Copy ofall test certificates and approvals. 4. A list ofrecornnrcnded spare parts. 5. Service directorv. H. Draft O&lvl Manual: Withil 90 days of authorization to proceed, the Contractor sball submit to the Architect 2 copies of the draft manual for approval (excluding test certificates and drawings). I. Final O&M Manual: Within 30 dap of the corrpletion of the worlg copies of the approved manual with reduced drawings and test certificates shall be delivered to the Architect J. Recond Drawings. The Contractor shall provide and maintain on tlre site an up-todate record set of approved shop drawing prints which shall be rrnrked to show each and every change made to the sprinkler qntem from tlre original approved shop drawings. This shdl not be construed as autborization to deviate from or make changes to the shop drawings approved by the Archirect witlrout written instruction torn the Architect in each case. This set of drawings shall be used only as a record sef, K. Final Submittat Upon review of the blueline record drawings, before final approval, one set of reproducible record dta*ittgs and additional sets ofblue line record drawings sball be delivered to the Architect. WARRANTY AND EMERGENCY SERVICE: The Contractor shall grurranbe all materials and worlananship for a period of orc year beginning wittr 0re dale of final acceptarrce by the Architect in accordance with Section 01300 submittals. The Contractor shall be responsible during tlre design, irstallatiorl testing and guarantee periods for any damage caused by him (or his subcontractors) or by defects in his (or his subconnactors) worlg rnaterialg or equiprnent, Gore Creek Residences - Residential , Vail' Colorado ?WcnWOA4 D Jonaory 2005 Automatic Sprinkler and Standpipe Systens 15300 -5 I I t I I I r.07 A. Emergency Service: During the insallation and warranty period, the Conts'actor shall provide emergency repah service for the sprinkler sptern within four (4) houn ofa request by the Architect or owner for such service. This service shall be provided on a 24-hor p,er da1 seven days per week basis. SPARE PARTS AND SPECIAL TOOLS: Spare parts and special tools shall be povided to lhe Architect prior to final acceptance. A. Spare Parts: The Conhacbr shall install two (2) rnetal sprinkler cabinets containing a minirnum total of four (4) sprinklerg of each type, finish and terperature rating used, but rnt less than 24 spare sprinklen. Contactor shall provide two (2) sets of sprinkler wrenches conpatble with each tlpe of sprinkler provided. The cabinets shall be installed at tlrc locations approved by the Architect B. Special Tools: The Contractor shall supply the Ardri$ect with two (2) conplete ses of special tools and equipnrnt necessary to perform routine maintemnce on the sprinkler syster$. PRODUCTSPART2 I I I ! I I I I I I I T I 2.01 GENERAL: All equipment and system corrponents funrished and insblled shll be new and of first quality, ard be listed by Undcrwriters laboratories Inc., or approved by Factory Munnl (FM) for their intended use. All such equipment ard system corponents shall be installed within thc limitations of the respective UL listings or FM approvals. 2.02 PIPE AND FITTINGS: Sprinkler sptem piping or tubing shall rreet the requiremenb of NFPA 13. Contractor shall base his bid on the use ofany one or a conibination of the following: A. Thinwall Pipe: Schedule l0 Pipe rrceting ASTM A-53, A-135 or 4-795 requirements with: l. Mechanical grooved pipe couplings and fittings for rol gooved pipe sizcs 2 l/2-inches and larger. 2. Plain-end pipe couplings and fittings for pipe sizes l-irch $rcr€b 2-inches, irrclusive. 3. Threaded fittings for nrbing specifically listed for such uses and irstalled in accordarrce with th€ rnanufacArcrs reconrnendations and listing requiremnts. Sche&rle 40 Pipe: Schedule 40 Pipe rneting ASTM A-53, A-135, and A-795 requirenrnts with: l. Threaded pipe couplings and fittings 2. Mechanical gooved pipe couplings and fittirgs for roll or cut pipe sizes 2 lZ-inches and larger. 3. Plainend pipe couplings and littings for pipe sizes l-inch through 2-inches, inclusive. )(L Pipe Allied XL pipe mecting ASTM A-135 requircments with: l. Threaded pipe couplings and fittings and tubing specifrcal$ listed for such uses and installed in accordarrce with the nnnufactuen reconrrrndations and listing requirenrns. Gore Creek Residences - Resldential Vail, Colorado +Sqtenhe+W+ 12 January 2405 Auiomatic Sprinkler and Standpipe Systems 15300 - 6 D. I I I I T T ! I I I I I I I I I t Copper Tube: Copper tube and fittings as listed in NFPA 13. All joints for the connection ofcopper tube shall be brazed except that soldered joints shall be permitted in accordance with Section 2-5.4 of NFPA 13. l. Joints shall be properly cleaned with approved abrasives or wire brushes; self-cleaning fluxes are not to be used, 2. For soldered joints: Only use a mildly corrosive soldering paste, containing zfurc ard anrmonirmr c orides. 3. For brazed joints: Use ftee-flowing braising filler meal (6% silver). 4- Solder shall be 95-5 Tin-Antirnony ASTM Standard B-32, Alloy Grade 95TA. 5. At cormections between copper piping systems ard fenow piping, approved t14e dielechic separation shall be provided. 6. UL listed grooved fittings and couplings shall also be acceptable when installed within rhe limits of tlreir listing. Pressure ratings: Pressure ratings of all fittings shall meet or exceed maximum working prcssues available wilhin the systern Corrosion protection: All piping and hangers where exposed to the weather or installed in a ccrosive atnosphere shall be protected against corrosion. 2.O3 CONTROL AND DRAIN VALVES: Tlpes: SprinHer system conhol and drain valves shall be the following fpes: 1. O.S.&Y. gate valves. 2. Butterlly valves that are approved for use in sprinkler systems. 3. Butterfly valves with integral valve supervisory switches, whose entire assembly is approved for use in sprir*ler systerns. Listing: All valves must be UL listed or FM approved for their intended use. Signs: All water supply control valves and drain valves shall be perrnanently marked with nrtal sig"" to stpw their fiurction and sprinkler slatem zone which they serve. Pressure Ratings: Pressure ratings of all valves shall nret or exceed ruxftmm working pressures available within the systern Supervision: All control valves shall be locked and elecnically supewised. Access Panels: Provide and install access panels (minimum size l2-inches by l2-inches) for all confol rralves located above finished ceilings or concealed in walls. Architect will select finish of access panels. Access panels irstalled in fire resistive comtruction shall be of t}r ffis required for maintaining proper protection of assenrbly. Gore Creek Residences - Residential Vail, Colorado 28q,€rrlber404 I 2 Janwry 2005 B, c. E. F. D. I I Automatic Sprinkler and Standpipe System 15300-7 2.O4 SPRINKLERS: A. TlAes: Automatic sprinklers shall be of fte following types: _ l Standad upright or pendenl sprinklers shall be hstalled in unlinished areas (attic and crawl spaces). 2. Residential Concealed (Fhtsh) Pendent sprinklers in all fmished areas. C-ore drilling of bearns in sorne areas rny be necessary for irstallation at the underside of the bearn Coordination with the Architect is requircd for these installatioos. B. Final Selection: The Archibct will selcct finishes for all autornatic sprinklers, escutclrcons and cover plates from sanples ofavailable finishes supplied by Contractor. C, Uniformity: All sprinklers within a space shall be ftom the sane rnanufachrer and have tlre same heat response elernen! including terperafure rating and response characteristics. D. Tenperahue Ratiag: It shall be the Contacto/s reqponsibility to hstaU sprinklen of dre proper terpqatue rating as required by NFPA 13. E. Corrosion Resistance: Sprinklers located on exterior piping systerrs, or located in conosive atmspheres shall be corrosion resistanL F. Sprinkler Escutcheons: Escutchess sttall bc m€tal and be listed with the sprinklers for reesed sprinkler locatims. G. Sprinkler Orifice: All qprir*lers shall be standard orifice sprinklers (l/2" orifice) unless specifically approved otherwise. 2.05 IDENTIFICATION SIGNS: Conractor shall furdsh and install hydraulic calculation signs for each sprinkler zone. Confactor shall provide signs at the conhol valve for each unit ard in dre rnain watcr enty room (Boiler Room) in drc Turnel Garage. A. Required Information: Hydmulic calculation signs shall include all information indicated in Section 16.5 of NFPA 13. Valve identification signs shall identifr the firnction of the valve ard the area served. B. Descriptioa Sigrs shall te ,ig,4 flat steet or aluminum plaques with embossed enanpl bockgrornd and lettering. Signs shall be secured by chin or durablc wire to each ryrinkler zorc conEol valve. 2.06 SLJPERVISORY AND AI-ARM EQLIIPMENT: All waterflow and valvc supervisory switcb€s slt ll be firmisho4 installed and properly adjusted by the sprinkler conFactor. Alarm rmnitorir4 of these devices will be by o0rrs. A. Contacts: All waErllow and valve supervisory switcbes shall be provided with two 'Form C" (D.P-D.T) contacb for rnonitoring Specific corilact rating shall be coordinated wilh th€ fue alarm contractor. B. Waterllow Switches: Vane-t1pe waterllow irdicators shall be provided to indicate waErflow in each new sprinkler system zone. Gore Creek Residences - Resldential Vail' Colorado ?-futeatbs-N4 12 Janaary 2005 I J I I I t I I T I I I I t I I I t I Automalic Sprlnkler and Standpip€ Systems 15300 - 8 l rr. I I C. Supervisory Switches: Valve supervisory switches shall be provided for all valves contolling the fJ water supply to the sprinkler and standpipe systems. |1 D. Loop Tlae Switches: Valve supewisory switches shall tie the pke mounted or integral t12e. t, Contractor shall not us€ rernote mounted, wire loop type switches. - 2.O7 MISCELLANEOUSPRODUCTS t A. Pressure Gauges: Pressure gauges shall be UL listed 4 l?-nch minimum dial type gauges wift a maximum limit of not less than twice the nonnal working pressure at the point installed. All gauges shall be provided with a shut-offvalve (gauge-cock). I PART3 E)GCUTION I 3.01 WORKING CONDITIONS: It shall be the Contractor's responsibility to inspect tlre drawings and become!r familiar with 0re conditions under which tlre work will be performed. I A. Working Hours: All work may be conducted during nonnal working hours I B. Constsuction Meetings: The Contractor shall be responsible for attending weekly construction f coordination meetings with the Architect. Iit- 3.02 PREPARATIoNFoRWoRK t A. Cooperation with other trades: The sprinkler Contractor shall coordinate with ttre work ofthe other I tades towards the general purpose ofbaving the construction progress as rapidly and as snnothly as possible with a minirnrm of interfererrce between trades. L I B. Openings, cutting and patching: Before the start of Structural Wod<, the sprinkler Contractor shall submit insructions for openings and penetrations required for his work to the Architect Instructions shall be subject to the Architect's approval. The sprinkler Contractor shall provide any subsequent r additiorul penetrations or openings or relocation required, but not delineated in his irsfuctioru at no ! additional cost to the ArchitecL I C. Approval prior to installation: No work shall cornnpnce prior to approval of shop drawirgs by tlre t Architect. Any change in work which has been insalled prior to approval ofthe shop drawings shall be made without additional conpensation to the Contractor. I 3.03 GENERAL INSTALI-{TION: Aesrhetics shall be a primary consideration when insalling sprir*lers and, sprinkler piping. Any facet of sprinkler installation that does not meet with the Architect's appmval shall be revised bv the Contractor to the Architect's satisfaction.I j| A. Holes: All holes made by the Contractor in any wall, ceiling or floor shall be patched by t]re ConEactor, restoring the wall, ceiling, floor or member to its original conditiorl fire resistance and integrtY. rt B. General Locations: Location of all equipmen! controls, piping, valves and &ains shall be subject b - Architect's appro l. I C. Special Insallation Instructions: All sprinklers and equipnrnt shall be irstalled in accordance with I Automatic Sprinkler and Standpipe Systems 15300 - 9 Gore Creek Residences - Residential f Vail, Colorado aSq*nSerego+ 12 Jmuary 2005 I l1 rnnufactrels instuctions. All special tools recomrnended by the manufacturer shall be used. D. Detectors Distarc€s: Sprinklers pennanently installed shall be installed with the deflector to ceiling distarrces in accordance with NFPA 13. PIPING: All sprinkler piping h$alled in public a$eas or non-public a,eas with suspended ceilings shall be concealed in tb walls, ceilings or soffiE. Pipe in unfinislnd areas nny be exposed. A. Exposed Piping: All exterior piping shall be prinrd wilh zirrc cluornate and painbd by the Contsactor. Architect to select paint colors. B. Escutcheon Plates: All exposed pipe which passes ttuurgh a wall, ceiling, or floor shatl be provided with escubheon plates. C. Minirnun Height All exposed piping and devices shall be i$talled as high as possible, but no less &an 7-feet 0-inches above the finislrcd floor in traffic or working areas, and so as not to obsrrrct any portion of a windoq doorwan stairway or passageway, and slall not interfere with lhe operation or accessibility ofany mechanical, plumbing or electrical equiprnent. D. Protectioru The Contractor shall pmvide Architect appmvd adequate pernnnent protection for any insalled piping, valves, devices or accessories ufiic[ in the Architect's opinioq are srbject to physical darmge m may be hazards. E. Sealant: Pipe which passes through fire-resistive barriers (including shaft walls) shall be sleeved and grouted or sealed to maintain the integrity and rating of the fire resistive barrier. The wall b*ween the Tunnel Garage and each residential rmit is a 3-hour rated wall. The penetration list'ng used to mainiain the integrity of this wall at the peneEdtbn of the supply ftom the Tunnel shall be provided as part of tlre submittals. SYSTEM TEST AND DRAIN CONNECTIONS: The sprinkler subcontsactor shall provi& all test valves and drain oomrections as required by NFPA 13. A. Dischargc All test connections ard &ain connections shall be had piped to discharge waste water directly into a floor drain. The sprinklcr cotrtsactor shall route the pipb and nndifr any floor drain grates as necessary to minimize splashirry due to discharge. In locations where drc Archihct allowg the drain rnay discharge widr a down turned elbow at the buildiry bxterior. In these locations the contr'actor shall pmvide a concrete splash block to protect the landscapigg. RISERS: The Contractor shall locate the min risers for the ryrinkl€,r qrtem in order to minimize obstruction to traffic or building operations. Exact location of risers shall be approved by the Architect. Thb furcludes risers up tbrough the residential structure. TRAJNING: The Contractor shall conduct two (2) taining sessiors of four (4) hours each to familiarize the building personnel wilh the features, operation and maintenance of the sprinkler Elstems. Training sessions shall be scheduled by the Architect at a time mutually agreeable to tlrc Contractor, Owner and tbe Architect. A. Agenda: The Contr'actor shall submit a proposed taining agenda for the Architect's review and approval wiftin 60 days of authoization to proceed The proposed training agenda shall imlude, but not be limited to, the following: I t I I I I I I 3.05 I . Overview of sptem o'Peration' Automatic Sprinkler and Standpipe Systems 15300 - f0 3.m t I T t I I I I I I N Gore Creek Residences - Residential Vcil, Coloredo 2$eptefiW 12 January 2005 t I ' 2. Overview of systern equipment and device locations.I 3. Detailed operation guidelines.Ir 4. Detailed rnaintenance procedures.I ^ 5. Periodic bsting procedures.rI B, Final Agenda: The Contractor shall submit the frnal ap'proved training agenda 14 days prior to the first training session. I 3.09 SEISMIC CONSIDERATIONS: Sprinkler piping on any floor level may cross building structural separations such as expa.rsion and seismic joints, provided that the piping is specifically designed wilh flexible connections I at each crossing and able to accomrnodate the calculated differential motions during an earthquake, but not less t than a minimum of 4-irrches. All required stuchrral, dilferential rnovement and drift calculations shall beI prepared by a licensed strucnrral engineer possessing current Shte of Colorado regisbation (Confactor shall verift locations of seismib joints.)I,r I 3.10 SWAY BRACING, FLEXBLE COLJPLINGS,IIANGERS: All flexible couplings, hangen and sway bracing shall be designed and irstalled as required by NFPA 13 (including all appendices). Fl€xibility, intsmal I pres$re, and differential movement between the piping and building, earth, or other supporting structwe(s) |' shall be allowed for, so tbat no allowable stess is exceeded in any member. Hangers for copper pipe shall not be cause for corrosion due to dissimilar meals. I 3.ll FINAL INSPECTION AND TEST: The Contractor shall make arrangements with trc Archibct for finalt inspection and wiEressing of tbe final acc€ptance tests. The Architect and the Fir€ Pmtection Consultant will conduct the final inspection and wiftss the final acceptance test. This test shall be separate ftom testitg by tbe I local authorities. Ir A ;1)trH:'B#lifff,*"Tffi[TJ$HP*:'*"fr'*,3lnffiffiht';"# I Contractor under this scope ofwork. . L When local code authorities are required to witness tests, the Conbactor shall be responsible 'r for rnaking all necessary anangements with the code authorities and cmrdinating the work f with the Architect. I 2. The Contractor slnll be resporuible for obtaining all test documents with necessary approval I starps and signahres of the code authorities. The Contractor shall strbmit one copy ofeach of these docurnents to 0re Arctritect I B. Notice: Contsactor shall provide at least five (5) working days notice for all tests. I -. C. Final Approval: Final approval and acc€ptance of the work will be given by the Architect when: I l. The conpleted sprinkler sysems have been inspecte4 tested and approved by the Architect and tlre Town of Vail Building and Fire Departnents f 2, Required subrnittals, slntern operation and maintenance mamrals, record drawings, spare t parts, sp€cial tools and taining have been provided to, reviewed and accepted by the I Automatic Sprinkler and Standpipe Systems 15300 - 11 Gore Creek Residences - Residential I Vail, Colorado l$epleffi 12 Januory 2005 I I 3-t2 &chitecl RECETVINGAND HANDLING The Contractor shall be reryonsible foi all receiving, handling and storage ofhis materials at the job siE, Use of loading docks, service drivewa)B and freight elevators sball be coordimted with the Architsct RI.JBBISHREMOVAL Contmctor slnll renrove rubbish and debris resrlting ftom his work on a daily basis frqn the wok sib. Rubbish not rrnoved by lhe Oontracto'r may be rermvod by th Archicct and backcharged to the Coffiac{or. ENDOFSECrION Gore Creek Residences - Recldential Veil, Colorrdo Z+q*aSer+oon I 2 laaaaty 2005 I I I I I I t I I I I I t I t I T I 3.13 Autometic Sprinklcr and Standpipe Systems 15300 - 12 I I t sEcrloNls4lo I. PLI,MBING PIPING I PART 1- GENERAL I I.1 RELATEDDOCI,JMENTS-r A. Drawings and general provisions ofContract, including General and Supplemental Conditions of r the Consfiuction Contract and Division I Specification Sections (General Requirements), apply to I this Section. I I.2 SUBMITTALSII A. Submit manufacturer's data on the followine: r l. Pressure reducing valves. | 2. Backflow preventers. 3, Water harnmer arresters. T1 4. Plastic piping products. I l: i:ffi*::i.fains' floorsinks' cleanoutsand areadrains' - ":. ffil:,fHii:andcovers' 9. Catch-basins and covers. 10. Water meter and meter pit. I l. Grease and oil interceptors and traps. t lJ STANDARDS I A. Materials shall cornply with the following standards. I l. Cast iron: ASTM A-74-87 ir 2. Cast iron pipe fittings ASTM A-888 3. Cast iron pipe couplings ASTM C-564r 4. Coprperpipe:a. Type Il L, M: ASTM B88 t b. DWV: ASTMB30688 I 5. Ductile ironpipe: ASTM L377-8g I 1.4 RELATEDWORK I A. Section 15140 Pipe Supports and Anchors. II I PART2PRODUCTS r 2.1 DOMESTIC WATER PIPTNG AIID ACCESSORIES r A. Above Ground Inside, Size Three Inch and Under: I l. Pipe: Coppertube,hardtemper,T)rpel. I 2. Fittings: Wrought copper, or cast bronze. 3. Solder: 95-5 tin antimony (no lead). I I t Plumbing Piping 15410-1 Gore Creek Residences -Residential11 Vail, ColoradoI o3 Januarv2oo5 B.Above Ground Inside Building, Size 4" and larger: l. Galvanized steel pipe, Schedule 40 with any of the following fittings: a. 125 lb. Galvanized cast iron flanged, or tbreaded. b, Galvanized malleable or ductile iron $ooved pipe fiftings, desigred for cut grooved joint. (1) Manufacturers: (a) Victaulic (b) Aeroquip Below Ground Inside Building, Size 2" and Under: I I I I t I c. D.Below Ground Outside Building, 3" and Over: 1.Ductile pressure pipe, tar coated, cement lined: a. Pipc: ANSI .421.51, Class 50. b. Finings: ANSI 21.10. c. Rubber Gaskets: ANSI 2l.l l. Use approved fittings for connections between dissimilar pipe systems. DOMESTIC WATER PRESSTJRE REDUCING VALVE Manufachuer: l., l. 2. I I I t t t t I I t I T l l. 2. Pipe: Copper tube, annealed Tlpe K. Fittings: Wrought copper, brazed. Dcsign Basis: Watts Model 2235 (12" througlr 2- l2) Other Acceptable Manufacturers: A. Febco b. Beeco c. Wilkins Consfruction: a. Seal: Renewable, stainless steel. b. Strainer: Stainless stecl. c. Diapluagrn: High temperature resistant. J. DOMESTIC WATER PRESST'RE REDUCING VALVE Manufacturer: J. 4. Design Basis: Watts Model: ACY 115-2 (3" thtough 12) Other Acceptable Manufacturers: a. Beeco b. Febco c. Wilkins Construction: 'Quadseal", non-edged seat, l00o/o fused epoxy finish, stainless stcel seats through 8", FDA approved diaphragm. Gore Creek Residences -Residential Vail, Colorado 03 Januarv 2005 Plumbing Piping 15410-2 II r zA BAcKFLowPREvENTER,EEDUCEDpRESSUREzoNETYPE) I A. Manufacturer: I l. Design Basis: Watts No.909, (l/2" through 10") - 2. Construction: Bronze bodn stainless steel trir\ complete with test cocks, resilient seat, t shut-offvalves, and air gap fttting. 3. OtberAcceptableManufacturers: I I :;::I c. wirkins 4. Corplies withASSE STD l0l3 I 2.5 BACKFLOWPREVENTER - A. Manufachrrer: -| 1. DesignBasis: WattsNo.gD,(112" md7|'). Watts No. 9BD, (Food service applications). l] 2. Construction: Brass body, stainless steel trirn, integral suainer. t 3. Other Acceptable Manufacturers: a. Beeco b. Febcorc. Wilkinsr 4. Corrplies with ASSE STD 1015. -lr 2,6 BACKFLOW PREYENTER(DOI.'BLE CHECIO (FIRE PROTECTION SERVICE) -A. Manufacturer: I l. Design Basis: Watts No. 709 (2-112" tlvough l0') 2. Construction: Epoxy coated cast iron body, replaceable bronze seats. 3. OtherAcceptableManufacturers: I a. Beeco b. Febco r c. WilkinsEl 4. ComplieswithASSESTD 1015.r I 2.7 BAcKFLow pREvENTER (ATMospHERrc vAcuuM BREAKER) I A, Manufacturer: t \: H:flm; J';Hli:J;i:ffi{3a"'lhrough r) [, 3. Other Acceptable Manufachrers: tr a. Beeco l| b. Febco c. Wilkins 4. Complies with ASSE STD 1020. I 2.8 WATERHAMMERARRESTER I A. Manufacturers:r I Plumbing Piping 15410-3 Gore Creek Residences -Residentialr vail' coloradoI o3January2oo5 I I I 1. Design Basis: Zurn Shoktrol 2-1700 2. Construction: Stainless Steel, Bellows 3. Other Accepable Manufachrers: a. Josam b. Sioux Chief c. J.R. Smith 4. Standards: PDI WH20l. ASSE STD 1010. 2.9 WATERMETER A. Provide meter, pi! and cover in accordance with Water Supplier's standards and instructions. 1. Meter shall be furnished by the Contractor in accordance with Water Supplier's standard specification. B. Meter shall be located in building. 2.lo vALwBox A. Manufacturers: l. Design Basis: Mueller 2. Other Accepable Manufacturers: a. Any which meet the specification. B. Modcl: H 1303-l C. Constuction: l. Body: Structural foam plastic. 2. Collar: Cast Iron 3. Cover: Cast iron with "water" cast in. 2.tt SANITARY AND VENT PTPTNG (WITHIN BITILDTNG) A. Above Ground: l. Cast iron hub and spigo! neoprcne gasket. 2. Cast iron no hub, neoprene gasket and stainless steel slecve joint. 3. DWV copper with DWV fittings, solder joint. 4. PVC schedule 40 (buildings not exceeding three floon above grade and approved by local and goveming authority). B. Underground: l. Cast iron hub and spigot, neoprene gasket. 2.I2 IIEAVY DUTY NO HIJB COI]PLINGS A. Use on the following: 1. Sanitary vent piping 4' and larger. 2. Sanitary piping 3" and larger. 3. All storm piping. Gore Creek Residences -Residential Vail, Colorado 03 Januarv 2005 I t t I T T I I I T I I T I IPlumbing Piping 1541G4 I I - B. LID-,2-,3- and4": 3" wide 304 stainless steel shield; (4) minimum stainless steel clamps; fxed and "floating" eyelet. I C. 5" and over: 4" wide 304 stainless steel shield, with six (6) stainless steel clamps mounted in series, I D. Torque to minimum 80 inch pounds or per manufacturer's recommendation. - - E. Acceptable manufacturers: Husky Series 4000 or Mission Heavy Weight.t I 2.I3 STA}IDARDDUTYCOTJPLINGS r A. Standard duty couplings shall conform to CISPI 310-85: 0.008" thick corrugated stainless steel. ' B. Use of the following: I 1. Sanitary vent piping up to and including 3" piping. ll 2. Saniary piping up to and including 2" piping. l. C. Torque to inch pounds per manufacturer's recommendation. r' D. Acceptable manufachrers: Tyler, Missioq AB&I, Clamp All Huskey. I z.r4 prJMpED sAr{rrARy prprNc (ABovE & BELow cRADE)I A. DWV copper with DWV finings, solder joint. -,I B. 125 lb. galvanized steel, threaded.It C. Galvanized malleable or ductile iron grooved pipe fittings, designed for cut groovedjoint. !| D. Hub and spigot ornohub couplings are not allowed. r 2.15 ABOYE GROUND VENT PIPING II A. Schedule 40 galvanized steel with rhreaded drainage pipe fittings. I B. Cast iron no hub, neoprene gasket aDd stainless steel couplings.a 2.16 SAI\ITARY A}ID VENT EXPOSED IN FIMSHED SPACNS af A. DWV copperwith DWV fittings.I , 2.I7 SOIL AI{D VENT PIPING PRODUCTS I A. Use appmved fittings for connections between dissimilar pipe systems. B. Manufacturers:I I l. Acceptable Manufacturers: I a. Josam b. WadeI c. ztxn d. J.R. smith I e. Jones Spec I Ptumbing Piping 15410-5 Gore Creek Residences -ResidentialI' I Vail, Colorado 03 Januarv 2005 C. Cleanout Plugs: 1. Material: Cast bronze or brass. 2. TlAe: Countersunk. 3. Threads: ANSI 82.1. D. Wall Cleanout Covers: l. T1rye: Frameless, round, low profile plate. 2. Material: Stainless steel or cbronr plated brass. 3. Atlachment: Single exposed flush screw- 4. Finish: a. Non-painted surfaces: Bright polislred. b, Surfaces to be painted: Prime coat. E. Floor Cleanouts: L Body: Standard round Duco cast Lon. 2. Attachment: Bronze screws. 3. Sleeve: Full thickness offloor slab. 4. Top: a. Shape: (1) Where floor covering has rectangular paftern: Square. (2> Otherareas: Round. 5. Cover: a. For Vinyl Tile and Similar Floor Coverings: Recessed to receive inset of flom material. b. For carpeted floor covering provide carpet cleanout marker. c. Otherareas: Nickel b'ronze scoriated furish. F. Exterior Cleanouts to Grade: l. Material: Duco cast iron. 2. Femrle: Caulk 6pe.3. Plug: Cast bronze count€rsunk qpe. G. Vandal-Proof Caps l. Material: Duco cast iron. 2. Atbcbment Recessed Allen set screw. H. Backwatcr Valve: l. Material: Duco cast iron. 2. Valve: Bronze. 3. Provide cleanout cover. a. Locatc in accessible rnanhole. SA}IITARY SEWER PIPING (BELOW GRADE.EXTERIOR TO BTIILDING) A. Match rmterial and methods specified in Division 2 for sitew6dl 5anilsry ss\4,s1 system or as listed below. B. Use approved fittings for connections between dissimilar pipe systems. Gore Creek Residences -Residentiel Veil. Colorado 03 January 2005 2.ta t I t t T t I I I T I I I T I I I I IPlumbing Piping 15410-6 r|I T t C. Plastic Pipe: f ' f'*"T#:.il:1"#';* b. Carlon c. Robintech l| 2. Material: PVCASTMD3O34 3. Strength: SDR35 I I 2.r9 MAII-HOLES A. Concrete Base:I I l. Consuuction: Poured in place. 2. Material: 3000 h concrete. I B. Man-Holes l. Construction: Pre-cast or poured in place. .l 2. Material: ASTM C478I C. Frames and Covers: r ): M::T:1":;:J,:T""ff.#ffoo'crass 30B - 3. Legend: Cast in "Sanitary' as required. 4. Steps: Grey cast iron, ASTM A48 Class 30B. I D. Type: D l. Rated for H-20 (Heavy Truck) wheel loading.I 2. Neenah R-6099 or equivalent. r a. 48" clear opening or as required by application. Coordinate any altemate size with Architect/Engineer.I _ 220 STORM WATERPTPTNG (rNSrDE BUTLDTNG) t A. Above Ground: l):::lill'*'l#:':'.ffi :fi :'#trtr*l*:T1,""r"r",,,p,I 3. Schedule 40 galvanized steel with screwed or grooved mechanical fittings. (Optional; Welded joints) I B. Underground: I l. Cast iron hub and spigot, neoprene gasket. I z,zl sroRM WATER pIpING (BELow cRouNI>ExrERroR To BUILDING) I A. Match material and methods specified in Division 2 for sitework storm sev/er system or as listed I below. B. Match materials and methods specified for soil and vent piping above. ! I Plumbing Piping 15410-7 Gore Creek Residences -ResidentialI I Vail, Colorado 03 Januarv 2005 Use approved fittings for corurections between dissirnilar pipe systems. Plastic Pipe: l. Manufacnuers: a. Design Basis: Iohns-Manville b. OtherAcceptableManufacturers: (1) Carlon @ Robintech 2. Material: PVC ASTM D3034 3. Sreneth: SDR35 STORM DRAINAGE PRODUCTS A. Acceptable Manufacture$: 1. Josam 2. Wade 3. Ztm 4. Jones Spec B. RoofDrain: (RD) l. Material: Cast Iron 2. Dome: Cast hon 3. lnclude: a. Combined flashing collar and gravel stop. b. Extemion for insulation. c. Under-deck clamp. d. Sunp receiver. e. Expansion joint. C. Overllow Roof Drain: (OD) l. Same as Roof Drain Type I excePt: a. hovi& water darn. Top of water dam shall be 4" above low point of roof. D. Downspout Nozzle: (DSN) l. Material: Cast bronze body and flange. 2,23 SA}ID AND OIL INTERCEPTOR A. Materials: l. Pre-formed or cast concrete. B. Capactity: See plans. C. Design: l. Comply with local authority having jurisdiction. 2. Two corpartment. 3. Two access manholes with ladders and manhole covers. Covers to be cast with "Sewef'. Gore Creek Residences -Residentid Vail, Colorado 03 Januarv 2fi)5 c. D. t I I I I I I I I t I I I t I t I I IPlumbing Piping 154r0-8 r III 4. See detail shown on plans for general requirements. I PART3-EXECUTIONI 3.1 GENERAL a, I A. Testing: Test in accordance with the applicable Plumbing Code. I B. Connections to Equipment Fumished Under Other Sections: I l. Make final connections to all equipment shown on drawings as cormected to supply and/or drain piping. || 2. Fumish all devices necessary for final connection, including:I i lfrll'** c. Supplies I, C. Corrosion Protection: I l. Provide isolation between concrete or mortar and any copper pipe. I 2. All below grade piping shall be adequately protected from corrosion- n Comply with Section I 5140 Pipe Supports and Anchors for pipe zupport requfuements.If 3.2 INSTALLATToN oF DoMESTIC wATER prpING AlrD pRoDucrs I A. Install all horizontal water piping level and parallel to building construction (except piping noted I to be &ained down slope toward drain at l/8" /ft. min.). Make any changes in direction with fittings, don't kink or bend. All vertical piping to be plumb. Provide dielectric isolation between lHil::$"t:ttt:T":lt.fffi"Jl"t;;:feplasticgrommetswhengoingthroughmetalstuds'rapeisIB. Backllow Preventer: I l. Provide backllow preventer requiremenls as follows: a. Make-up for hydronic systerns. b. Vacuum breaker at all hose bibbs. I c. Reduced pressure on water entry. t d. Reduced pressure on inigation systems. I C. Water Hammer Arrestors: Install arresteni as shown on the drawings. At minimum any branch I line connected to a flush valve shall have one arrestor, D. Disinfection: t l . After installation of all fixtures served, fitl all domestic water lines with a chlorine-water solution of 50 parts per million minimum.2. Hold solution in pipe for at least 24 hours-r 'r' 3fii,Tffff*l,T];?:Jffi';Ti"lcr orination 5. Measure solution at end. Ifnot l0 pprg repeat. f E. Meters: 1. Install water meter in accordance with Water Supplier's standard. I ) Plumbing Piping 15410-9 Gore Creek Residences -Residential t Veil, Colorado 03 Januarv 2fi)5 INSTALLATION OF'SANITARY AND VENT PIPING A. Couplings: See Part 2 for use of standard and beavy-duty couplings. B. Gaskets: Install gaskets in accordance with manufacturer's recommendations for the use of lubricants, cernents, and other special installation requirenrnts. C. Joint Adapters: Make joints between cast iron pip€ and other Ppes of pipe with standard manufachned cast ton adapters and finings. D. Cleaning Piping: l Clear the interior ofpipe of dirt and other superfluous material as the work progresses. 2. Place plugs in the end of uncompleted pipe at dre end of0re day or whenever work stops. E. Test Plugs: l. Provide test plugs in floor drains and roofdrains at tlre time ofinstallation. 2. Leave test plugs in place for the duration of construction until sewer or drainage system is complete. F. Vent Flashing: 1. Provide 4 lb. sheet lead (24" x 24" minimum). 2. Extend lead 5" above the vent and ftrned down into vent pipe. 3. Refer to Section 7600 for single ply roof system components. G. Vent Location: Do not install vents within 2 ft. ofroofedge, parapa, wall line, or an 'on-the-roof structure" and within 10 ft. ofany air intake. H. Grease, and Sand/Oil Interceptors and Traps: l. Provide solid unexcavated carth or concrete support under interceptors. 2. Do not support interior traps from floor extension. L Acid Waste and Vent: l. Provide PVDF or other pl€num raGd naterial in return air plenum locations. INSTAILATION OF STORM DRAINAGE PIPING (ABOVE GROI'ND WITIIIN BTJILDING) A. Couplings: Use heavy-duty couplings on all no hub storm piping abovc grade. Do not use no hub couplings on piping below 20 feet of the drain fxture unless offsets are made down through buildings in no more than 20 feet increments. Utilize galvanized steel pipe with screwed or grooved mechanical fiftings. B. Gaskets: Install gaskets in accordance with manufacturer's recommendations for the use of lubricants, cemenB, and other special installation requirements. C. Joint Adapters: Make joints between cast irort pipe and other t;pes ofpipe with standard manufactured cast iron adapters and flttings. D. Cleaning Piping: l' Clear the interior ofpipe of dirt and other superlluous material as the work progresses. Gore Creek Residences -Residential Vail, Colorado 03 January 2005 I t t I I I I I I t I I t I I I t I IPlumbing Piping 15410-10 I!I II 2. Place plugs in the end ofuncompleted pipe at ihe end of unconrpleted pipe at the end of the day or whenever work stops. II E. Test Plugs: I l Provide test plugs in floor drains and roof drains at the time ofinstallation. t 2. Leave test plugs in place for the duration of construction. - F. Roof Drains: I l lnstall drains on the center line of sheet lead pan. 2. Clamp flashing into drain flashing collar. 3 . Install domes immediately after completion of roof insallation. I G. Exparsion: I t iiffiaa:a1 vertical expansion joint at each connection to roof drain unless an offset is 2. Where piping crosses building expansion joints, provide swing or expansion joints to I allow for building movement. I H. Downspout Nozzles: Install with flange secured to wall at base ofconcealed storm leaders that discharge through the building wall above grade. r 3.5 INSTALLATIoN oF SANITARY SEWER AI\D sToRM WATER PIPING (EXTERIOR TO BTJILDING) I A. Couplings: See Part 2 for use of couplings. p Lay ptring true to the grades and alignment indicated with unbroken continuity of invert.II C. Install gaskets in accordance with manufacturer's recommendations for the use of lubricants, cements and other special installation requirements. I D. Install plastic pipe in accordance with pipe manufacturer's written instructions. E. lnstall cast iron hub and spigot pipe under roads and paved areas.I I F. Clear the interior ofpiping of dirt and other superfluous material as the work progresses. Maintain a swab or drag in the line and pull past each joint as it is completed. I G. Place plugs in the end ofunconpleted conduit at the end of the day or whenever work stops. H. Flush lines if required to remove collected debris. JI I. Make joints between cast iron pipe and other types ofpipe with standard manufactured cast iron adapters and fittings. I J. Grout joints between cast iron pipe and concrete pipes thorougl y with cement mortar to make ' watertight joint. I K. Inspect conduit to determine whether line displacernent or other damage has occurred. I l. Make inspection after lines between manholes, or manhole locations, bave been installed t and approximately 2 ft. ofbackfill is in place and at completion ofthe project. I I Plumbing Piping 15410-Il Gore Creek Residences -Residentid I Vail, Colorado 03 JanuarY 2005 L. If the inspection indicates poor alignment, debris, displaced pipg infrluation or other defects, take whatever steps are necessary to correct such defects to the satisfaction ofthe Architect/Engineer. M. Set grade cleanouts located in unpaved and asphalt paved areas in 12" x I ?' x 4" concrete pad. 1. Provide concrete pad. MAIYHOLES A. Precast Concrete Manholes: l. Place plecast concrete sections as shown on 0re drawings. 2. Where rnnholes occur in pavements, set tops of frames and covers flush with finish surface. 3. Elsewhere, set tops 3" above fmish surface unless otherwise indicated. B. Provide rubber joint gasket cornplying with ASTM C443. C- Apply bituminous mastic coating at joints of sections. END OF SECTION Gore Creek Residences -Residentiel Vail, Colorado 03 Januarv 2005 I I I I I I I I I t I I I I I I I I IPlumbing Piping 15410-12 II I I SECTION I5440 I PLUMBING FrxrtiRES I PARTr-cENERAL ! 1.1 sIJBMrrrALs I A. Submit manufacturer's product data for plumbing fixtures and accessories, in accordance with Division l. I PART2-PRODUCTSI 2.1 cETYERAL f A. All manufacturers are listed in alphabetical order and not by preference. I B. Provide factory fabricated fixtures. t- C. Provide trir4 carriers, valves and accessories as required for complete installation. I D. All carriers are floor mormted ur ess oth€rwis€ noted. All carriers shall be bolted down ro floorr strucrure, I E. Refer to Drawings for'?lurnbing Fixture Schedule". t F. Comply with Local, State and Goveming ordinances conceming maximum water requirements of - plumbingfixtues: TanktypeW.C.andflushvalvetypeW.C.=l.6gal./flush;lavs:2.29a1.;(.5 I GPM); urirnls: 1.0 gal-/flush and showers:2.5 gal. maximun 2.2 wATERcLosETs, uRINAr,s AND LAVATORTES I A. Acceptable Manufacturers: l. Fixtues: I z. i"o."t . Porcher a. Porcher b. Grohef B. Water Closets: - 1. Unless otherwise specified, all water closets are viteous china water saver type, white. -I C. Lavatories: l. Unless otherwise specified, all lavatories are white.l! 2. Provide cbrome plated brass angte stops, supplies, tail piece, P trap and grid sbainer for all lavatories. 3. Provide offset P traps on all ADA lavatory installations.r 2.3 WATERCLoSET SEATS f A. Acceptable Manufacturers: I Plumbing Fixtures 15440-l Gore Creek Residences - ResidentialIa Vail. Colorado 03 Januarv 2005 l. Bemts 2. Church 3. Olsonite B. Constnrction: Unless otherwise specified seats shall be heavy duty solid plastic, white with open front, concealed check hinge less cover. Seat shall have an antimicrobial conpound as an integral pad of the plastic and shall rnatch shape ofbowl (elongated or regular). 2.4 sHowERvALvES A. Acceptable Manufacturers: 1. Porcher Feahues: Autornatic pressure and tenperatwe balancing and volume control forged brass body with ceramic valving, adjustable terrperature stop. Heads and Arm: Brushed nickel. Shower valves shall turn off from hot to cold. 2.5 STAINLESS STEEL SINKS A. Acceptable Manufacturers: 1. Kohler B. Material: 18 gauge, t1rye 304, stainless steel with Hushcoat. C. Mounting: Undercormter. D. Trap: lW' adjustable, cast brass. E. Stops: Loose key,W'FPT, flexible supply, flange. F. Provide cbrome plated brass tailpiece and grid strainer. c. D. ! t I I I I t I I T I I I I I I I I I 2.6 GARBAGE DISPOSER. A. Acceptable Manufachrers: l. In-Sink-Erator B. Features: L Continuous feed. 2. Stainless sink flange. 2.7 FLooR srNK Fs-l A. Acceptable Manufachuers: 1. Josam 2. JRSmith 3. Wade Plumbing Fixtures Gore Creek Residences - Residential Vail. Colorado 03 January 2{X)5 15440-2 II Ir 4. zttm I B. Body: Cast iron with acid-resisting porcelain enameled interior. I C. Rim and Grate: Nickel brorue I D. Plashing Flange: Provide I 2.8 F.LooRDRArNs t A. Acceotable Manufacturen: ^lir l. Josamr i #;t* I 4. Zrrn r B. Body: Duco cast iron, with flashing collar. I C. Grates and sediment strainers as specified in schedule. ! D. Provide primer taps as specified in schedule. I 2.9 WASHTNGMACHINEWALLBOX .r A. Acceptable Manufacturers: I l. Guy Gray I B. Material: Brass. I C. Connections: I l. %"Cw andHW. I 2. 2" drain. I 2.lO EerjrpMENT FLRNISHED UNDER orHER sECTroNs I A. Provide all materials necessary to rnake final connections to owner equipment furnished under other Sections of these Specifications including: I l. Tail pieces 2. Stops 3. Supplies I 4. P t"aps, standard and/or ofiset PART3 - EXECUTION I 3.1 INSTALLATIoN I A. General: Install each fixhne with P trap with cleanout plug, easily removable for servicing and I cleaning. B. Provide chrome plated, rigid or flexible supplies to fixhres with stops, reducers and escutcheons.I I Plumbing Fixtures 15440-3 Gore Creek Residences - ResidentialI Vail. ColoradoI o3 Januarv 2oo5 Finish wall and floor penetrations when exposed to view in frnished areas with set screw type, clrome plated brass escutcheons, Set plumbing fixtures level and plumb, spaced in accordance with architectural dimensioned drawings, and securely install to be rigid. Install wall mounted lavatories, urinals and water closets with wall carriers mounted to the floor. Solidly attach floor rnounted carriers for all fixture to floor using proper fasteners based on floor construction. Cover fixture bolts with china bolt caps ofthe same color where required- All wall mounted fixtures to be caulked between fixture and wall. Securely anchor flush valves behind s1 urithin rvztls 1o be rigid and not subject to movenEnt due to push or pull action on the valve. Fixtue Mounting Heights: I . Refer to Architecilral drawings and ADA standards. Floor Drains: l. Refer to Architectural drawings for exact locations and additional installation requirements. 2. Install floor drains with P-faps and vent as required. 3. Install drains on the center line of sheet lead pan and/or membrane in waterproofed areas and in floors above lowest floor. 4. Clamp pan and/or mernbrane into drain flashing collar. 5 . Install strainers immediately after completion of finish floor installation. 6. Coordinate locations with mechanical equipment. 7. Install tap prinrrs as indicated 3.2 ADJUSTING A,I\[D CLEAI\IIIVG Cleaning: l. Clean strainers, taps, aerators, and valves ofdebris, sand and dirt 2. At completion, thoroughly clean plumbing fixtrues and equipment. Adjusting: 466r qlsaning and flushing operations are accomplisbed, adjust flush valves, faucets, showers for proper flow. 3.3 PROTECTION c. Ffotect fixtures and related conponetrts from damage before, during, and after installation to date of Final Acceptance or Owner nnve-in. Provide protective coverings or other protection as required. Inspect each installed unit for damage to finish. If feasible, restore and match finish to onginal at site; otherwise, remove fixture and replace with new unit. Feasibility and match to be judged by Architect. Gore Creek Residences - Residential Vail. Colorado 03 Januarv 2005 c. T I t I I I I I I I I I I I I I I I I K. B. D. E, F, G, H, I. I. B. Plumbing Fixtures 15440-4 I I r D. Remove cracked or dented units and replace with new units. I E. Contractor shall be responsible for replacing damaged fxtures or corponents. I END.FSE.TI'N t t I I I I t I I I I I I I I I PlumbingFixtures 15440-5 Gore Cree k Residences - Residential Vail. Colorado 03 January 2005 I I - sEcrIoN 15450 I PLUMBING EQTIIPMENT I PARTI.GENERALt1.1 suBMrrrAls I A. Submit manufacturer's product data for the following: l. Domestic water heaters. 2. Purnps.I I.2 WARRANTYI f A. Water Heater and Storage Tank: l. Furnish a certificate of warranty outlining heater manufacturer's lining warranty. I 2. The warranty shall cover a period of three years against tank failure. 3. The wananty shall not be on a pro-rated basis. I B. Water Heater: Provide manufacturer's standtrd written wananty for l0 years.Ir 1.3 euALrrYAssLJRANcE t A. Water heaten shall comply with the latest version of ASHRAE 90.1 for standby loss and efficiency, or with the latest version of 0re Local Energy Code requirements. I B. All water heaters used in food service applications shall be NSF approved.I PART 2 -PRODUCTS I 2.r TAI\KS - A. Domestic Hot Water Storage Tanks: II l. Manufacturers: a. Desip Basis: Thermo 2000 Turbomax I b. Other Acceptable Manufacturers: t (1) TriangleTube 2. Type: Vertical- 3. Construction: I a. Shell: Steel b. Lining: Glass t c. Insulation: Fiber glass per ASHRAE 90 d. Jacket: Steel I e. Finish: Baked enamel f. Working Pressure: 150 psig C. Working Temperature: 180"r 4' l"""oTl*u,'o. b. Thermometer wiih range from 30"F to 200'F. c. Temperaturepressurereliefvalve. I 5. Heat Exchanger: - Plumbing Equipment 15450-1 Gore Creek Residences - Residential I Vail, Colorado 03 Januarv 2005 I I I t, a. Tube bundles constructed of %" O.D. 20 gauge seamless deoxidized drawn copper tubing. B. Expansion Tanks: l. Manufacturers: a. Design Basis: Amtrol, Inc. b. Other Acceptable Manufacturers: (l) Taco 2. Tlpe: Diaphragn 3. Desigt Temperature: 180'. 4. Design Pressrue: 125 psig. 5. Precharge Pressre: 14 psig at altitude. 6. Liner: Rigid pollpropylene. PT]MPS A. General: Statically and dynamically balance rotating parts. Construction shall perrnit corplete sewicing without breaking piping or notor connection. 3. Punps operate at 1750 rpm unless scheduled otherwise. ln-Line Circulating Pumps: l. Manufacturen: a. Design Basis: Bell & Gossett. b. Other Acceptable Manufacturers: (l) Armstrong (2) Taco 2. Description: a. Type: b. Casing: c. Impeller: d. Shaft: e, Bearings: 3. Seal: I I I t I I I I t t I I I I I I l. ,, B. InJine circulating purps. Bronze for 125 psi wodcing pressure. Bronze. Stecl with copper sleeve or stainless ste€l. Oil lubricated, bronze, sleeve. Carbon rotating agairst a stationary ceramic seat, rated for 225oF. PART3 - EXECUTION 3.1 DoMnsrrcHorIVATERIrEATER Installation: Make connections between water heaters and domestic water piping system with dielectic unions. Install isolation valves at both cold water and hot water connections to water heater. Fumish and install copper drain piping from temperature and pressure relief valve for water heater. a. Fumish drain full size of relief valve opening and extend as indicated. l. ., 3. Gore Creek Residences - Residential Vail. Colorado 03 Januarv 2fi)5 Plumbing Equipment 15450-2 I I r B. Adjusting: I l. Provide start-up and a-djustment by faclory authorized personnel. I 2. Upon completion of water heater irstallatiorl verifr satisfactory control operation under maximum demand conditions as recommended by manufacfurer. 3. Adjust discharge water temperafurc as required. Make control adjustments required. !3.2 rN LrNE cIRcULATTNG PIJMPS I A. Install pumps to allow complete removal without dismantling connecting piping. Provide air cock and drain connection on horizontal pump casings. I B. Provide line sized gate valve and strainer on suction and line sized soft seated check valve and t globe valve or plug valve on discharge. I C. Support pump and piping so drat weight ofpipe is not carried on pump casing. - 3.3 Provide manual switch and aquastat where required. I HEATTRACEI A. Install self-regulated heater and components on domestic hot water supply piping maim and risets I as indicated in the plans and specifications after the piping has been pressute tested, but before the I thermal insulation is applied. Secure the heater to piping with Raychem GT-66 fiberglass tape. r B. Apply'tlectric traced" signs to the outside of the thermal insulation- It C. After installation and before and after installing the thermal insulatio4 test heater using a l0O0 VDC megger. Minimum insulation resistance should be between 20 and 1000 megohms regardless of length. I 3.4 suMPPUMPS I A. Provide union in discharge piping above floor. r B. Provide gate valve above floor, r C. Provide lift check valve close to pump discharge. I D. Install and adjust float control. I E. Test pump staging and float operation by flooding pit to simulate operation. Test shall be observed by Engineer or Owner Representative. I END OF SECTION I I Plumbing Equipment 15450-3 Gore Creek Residences - Residentialr vail, ColoradoI o3 Januarv 2oo5 I I I t SECTION rs486 I NATuRALcAssYsrEMs PART 1-GENERAL I l.l woRr(rNcLrrDED A. Fumish and Install: I l. Natural gas piping. 2. Valves and specialties. 3. Meter. I 1.2 SUBMITTALS I A. Manufacturer's Product Data: Submit for:I l. Gas cocks. I i. Sff"l:f";shut-orrvarves andrerays. 4. Pressure reducing valves. I PART2-PRODUCTS 2.I NATI,]RAL GAS PIPING I A. 2 Inch and Smaller: Schedule 40 black steel with 150 lb. rnalleable iron threaded fittings. - B . Over Zlnch: Schedule 40 black steel with standard weight steel butt weld fiftings and welded I joints' C. Underground pipe shall be coated with PVC.I t l. Pipe shall be listed by IAPMO, and bear the UPC logo. 2. Fittings shall be wrapped with PVC tape. 3. Tape shall conform to IAPMO Standard PS 22-84. I 4. Provide cathodic protection where required by the local autrority having jurisdiction. D. Att piping within retum air plenums or concealed (unaccessible) in building construction shall be I as called for piping over 2". . 2,2 NATI,'RAL GAS PIPING I A. Above Ground: l. Two Inch and Smaller:r I ilffi,::i$[:::,fii,'JTl,,**o* 2. Over Two Inch:r I ;1ffi,:::*:"i::3:il:*'*il"'" I B. Underground: I - Natural Gas Systerns f5486-f Gore Creek Residences -ResidentialI o'u#;":l%8! I t I t. 2. 3. Pipe: Schedule 40 black steel, ASTM A53, Grade B, seamless, plain end. Fittings: Sandard weight, steel. a. Two Inches and Smallen Socket weld. b, OverTwolnch: Bun weld. Coating: ^. Pipe: AAPCATGF-3. b. Fittings: Protecto Wrap No. 200. (l) Primer: No. ll70 GAS COCKS A. Description: Corrosion-resistant plug, permanently lubricated, corrosion-resistant bearings, suitable seals for intended service, lever operator. PRESSURE REGULATING VALVES A. Size of gas distn'bution piping system is based on a gas supply pressure of 2 psig. Provide gas fired equipment with gas pressure regulaton of size and capacity required to reduce gas priessure to proper operating pressure. B. Route vent line from PRV to ouside. EMERGENCY GAS VALVFS AND CONTROL STATIONS A. Control Station: ASCO No. AEP 7200, key operated to open switch, pushbutton to close with pilot light. l. Stainless steel face plate for flush mounting. 2. 'GAS VALVE CONTROU'to be inscribed on the plate. 3. Key switch labeled'ON'. 4. Pushbuttonlabeled'OFF". B. Valve: ASCO No. 8215,2-way solenoid, I l0 volt,60 Hz, AC. L Normally closed. GASOUTLET A. Manufacturers: l. Apollo 2. kgend 3. Milwaukee B. Description: l. AGA and/or UL certified for use with natural eas. 2. Ball valve, non lubricated. 3. sofr seats, suitable for tight shut-offwith low prcssure. PART3 - EXECUTION Gore Creek Residences -Residential Vail, Colorado 03 January 2fi)5 I I I I I I I I I I I I I I I INatural Gas Systems 15486-2 I I 3.I INSTALLATION I A. Remove cutting and threading buns before assembling piping.I B. Do not install defective piping or fittings. I C. Do not use pipe with threads which are chipped, stripped or damaged. n Use teflon tape on male pipe threads.It E. Plug each gas outlet, including valves with a threaded plug or cap, immediately after inita[atiorL and retain until continuing piping or equipment connection is conrpleted. I F. Do not irutall any valves or unions inside concealed areas or above ceiling in building. - G. Vent gas PRV's outside the building in accordance with local code. Ir 3.2 BIJRTED pIpE I A. CoatedPipe: FollowIAPMOStandardIS 13-84. I B. Buried piping shall be buried 24" minimum. f l. All buriedjoints shall be welded and left exposed until testing has been completed. 33 EMERGENCYSIIUT-OFIS I A. Install emergerrcy shut-off valves where shown. I B. Deliver switches and relays to Installer of electical work. t 3-4 TEsr I A. Prior to initial operation, test and purge fuel gas piping in accordance with local code requirements I or the National Fuel Gas Code. I I. Test at 65 psig minimurn t 2. Repair or replace piping as required to eliminate leaks, and re-test. I I I t I t Natural Gas Systems END OF SECTION 15486-3 Gore Creek Residences -Residential Vail, Colorado 03 January 2005 I r sECTIoNlssro HYDROMCPIPINCt PART I - GENERAL t t.l DEscRrPTroN oF woRK A. This Section covers water piping carrying water at 200oF or less, used in the following systems: I l. Heating system I I2 ST'BMII-TALS I A. Submit manufacturer's product data on the following: I 'r. ifrilH,"* 3. Air purgers 4. Air vents I 5. Pressure reducing fill valves 6. Pressure temperatue taps 7 . Balancing valvesr 3. Ili#ifrXffru."... 10. Pot feeders I l. Automatic flow control valves I 12. Reliefvalves 13. Glycol t PART2-PRODUCTS 2.I PIPE A}ID FITTINGS I A. Size 2" and Smaller: Any of the following: I I . Steel pipe, Schedule 40 with 125-lb. cast iron threaded fittings. I 2. Copper nrbe, hard tenper, Tlpe L with wrought copper frttings. a. Solder for copper tube joints: I (1) 30 psig to 175 psig: 95-5 tin antimony. I Q, Above 175 Psig: Brazed joints. - B. Sizr. 2h" and Larger: Steel pipe, standard schedule, with any of the following fittings: I 1. Black steel standard weight butt weld. 2. l25Jb cast iron flanged. I 3. Malleable or ductile iron grooved pipe fittings, designed for cut grooved joint (grooved I piping 24" and larger to be Schedule 40). a . Manufacturers: (l) Victaulic t (2) Aeroquip (3) Grirurell I I Hydronic Piping 15510-l Gore Creek Residences - Residential I I Vail, Colorado 03 Januarv 2005 BURIED PIPE: STRAII\ERS B. c. D, Manufacturers: l. Design Basis: Arrnstong 2. OtherAcceptableManufacturers: Mueller Sarco Hoffonn DurhamBush I T I I I I I t I T I I I I I I I I I B. c. D. Pipe Materials: Pipe and tube of qpe, pressue and temperature ratings, capacities, joint t1pe, grade, size and weight indicated fore each service. Pipe/Tube Finings: Factory-fabricated fittings of type, materials, grade, class, and pressure rating indicated for each service and pipe size. Manufacturers: l. Perma/PipeiRicwil 2. Therrnl Pipe System 3. Equivalent Underground Chilled Water Pipe: Preinsulated piping systern corryosed of Schedule 40 ASTM 53 steel pipe, calcium silicate or mineral fiber insulation, FRP casing pipe. Size 2" and Smaller: 250Jb cast iron, threaded. Size 2/'" ndLarger: l25lb cast irorl flanged. Screens: l. Final Screen: a. Material: Tlpe 304 stainless steel. b. Perforations: 0.045" diameter, 233 holes per square inch. 2. Roughing Screeir: a. Material: Carbon steel. 3. Provide roughing screens at all circulation punps and at any additional strainers upsEeam ofprimary plant equipment such as boilers, chillers, etc. EXPAIISION TAIYKS Manufactrrers : L Design Basis: ITT Bell & Gossett 2. Other Acceptable Manufachrers: Taco GFC Corp J.J. Finnigan Woods Wessels Gore Creek Residences - Residential Vail, Colorado 03 Januarv 2005 a. b. c. d. a, b. c. d. e. Hydronic Piping 15510-2 I r B. Type: Bladder. I C. Design Temperature: 180 T D. Maxirmrm working pressure: 50 I E. Design pre-charge pressurc; Same as boiler make-up water PR fill valve. F. Bladder Material: EPDM, compatible with propylene glycol.I t 2.s ATRpTJRGERS I A. Manufacturers: I 1. Desigl Basis: Bell & Gosseft 2. Other Acceptable Manufacturers:r f; *:"' c. Thrush r B. Model: L-l2oo I C. Float actuated, non-modulating, rated at 250 psig at 250pF. I 2.6 AIRVENTS t A. Manufacturer: l. Desigg Basis: Amtrol 2. Other Acceptable Manufachuers: t a. Bell & Gossen b. Taco c, ThrushI d. Armstrong I B. ResilientParts: EPDM I C. Vents on Pioes Size 2" and Smaller: Model 703 I D. Vents on Pipes Size 2'/f and Larger: Model 706I E. Vents on Air Purgers: Model 706 I 2,.1 PRESSURE RXDUCINGF'ILL VALVES r A. Manufacturers: I l. Design Basis: Bell & Gossett 2. OtherAcceptableManufacturers:r;fin, C. Watts I r Hydronic Piping 15510-3 Gore Creek Residences - Residential I Vail, Coloradot o3 Januarv 2oo5 B. Size:3/o" C. Model: l. 8 psig to 25 psig: No. 12 2. 25 psig to 60 psig: No. 7 2.8 PRESST]RETEMPERATURETAPS A. Manufachuers: L Design Basis: Sysco I I I I t I II II I I I I I I I I t I I B. c. 2. Other Acceptable Manufacnrers; a. Universal Lancaster, Inc. b. Petes Plug Model: BNG500, %" NPT, or 7:" NPT. Constnrction: l. BodyandCap: Brass 2. Pressure: 500 psig 3. Temperature: 350oF 4. Core: EPDM, self-sealing. 5. Cap: Gasketed, threaded. 1. Design Basis: Trerice 2. Other Acceptable Manufachuers: a. Emst D. Thermorneter: l. Number rcquired: I 2. Dial diameter: 2" 3. Range: 0o to 220" E. Pressure Gauge Adapter: l. Nurnber required: I 2. Model: GA-125 F. Pressure Gauge: l. Number required: I 2. Dial diameter: 4%" 3. Range: Oto 100 psig 4. Accwacy: t/zo/o 2.9 BALAI{CINGVALYIS A. See Section 15100. 2.10 TIIERMOMETERS A. Manufacturers: Gore Creek Residences - Residential Vail, Colorado 03 Januarv 2005 Hydronic Piping 15510-4 I r b. Marsh c. Marshalltown r B. Housing: 9" adjustable angle stem. I C. Tube: Lensfront,redliquid. I D. Range: I l. Chilled water, condenser water, OoF to 100'F. 2. Hot water, 30"F to 240"F. I z.rl PREssuRE cAUcEsI A. Desip Basis: Trerice I l. Other Acceptable Manufachuers: A. Emst b. Marsh I c. Marshalltown r B. Model: 800LF Series. Liquid filled. II C. Dial Face 3'lr inch diameter; 270o arc. I l. Range: As required to keep normal operating point in mid 2/3 to tA of dial. I a. Use 30" vacuum to 100 psi gauge for pumps designed to operate at pressures up to 75 psig total pressure. (Total pressure : required pump-offstatic pressure I plusscheduledpumphead). I 2. Use higher pressure ranges as required such that scheduled total pressure does not exceed an operating point above % range ofdial. I D. Accuracy: l% of full scale over middle of range.I 2.12 II.OWMEASTJRINGDEVICES (AI\NTJLAWVELOCITYAVERAGING) I A. Manufacturers: 1. Desip Basis: Veris I 2. Other Acceptable Manufachuers: a. Presso I B. Accessories: I 1. Stop valves 2. Quick disconnects .. 3. Caps 2.r3 FLOWMEASIJRINGDEVICES(TURBINE) I A. Manufacturers: I 1. Design Basis: Onicon I 2. Other Acceptable Manufachuers: Approved equivalent I Hydronic Piping 15510-5 Gore Creek Residences - Resid€ntialI I Vail, Colorado 03 January 2005 I I T I I I I I I I I I I I I I I I t 2.14 2.17 2.16 POTFEEDERS A. Manufacturers: l. Design Basis: H-O-H 2. OtherAcceptableManufacturers: a. Dearbom B. Model: HV C. Size: 2 gal. AIRSEPARATORS A. Ma[ufactuers: l. Design Basis: Spirotherm B. Model: "Spirovent" C. Constructed and narrplated for 125 psig working pressure and stanped in conpliance with ASME boiler and pressure vessel code. D. Provide blowdown connection. AUTOMAIIC FLOW CONTROL VALVES A. Flows Under 3 pm: 1. Manufacturers: a. Design Basis: Hayes b. Other Acceptable Manufactuers: None 2. Allowable Flow Variation: 15% maxirnun 3. Pressure Drop Range: 15 to lsOpsi. B. Flows 3 gpm or Greater: l. Manufactuen: a. Design Basis: Griswold b. OtherAcceptableMamrfacturers: (l) Autoflow 2. Tpe: Spring loaded piston. 3. Materials and Connections: Match pipes. 4. Allowable Flow Variation: 5% maximum. 5. Pressure Drop Range: 2 to 40 psi. RELIEFVALVES A . Manufacturers: 1. Design Basis: Bell & Gossett 2. OtherAcceptableManufacturers: a. Taco b. Thrush Gore Creek Residences - Residentlal Vail, Colorado 03 Januarv 2005 Hydronic Piping 15510-6 I I c. watts I B. Type: ASMEI C. Size: Maximum input capacity of system at design pressue. I D. Setting: Operating pressrue ofsystem plus 2 psi. 2.I8 PROPYLEI\E GLYCOL I A. Manufactuers: I 1. Design Basis: Dow Chemical Company || 2. Other Acceptable Manufacturers: a. Union Carbide- b. Dupont I B. Model: Dowfrost I C. Type: Propylene Glycol based with corrosion irihibiton.I 2.I9 REDUCED PRESSURE BACKFLOW PREVENTER I A. See Section 15410. - 2,2O VENTURIS I A, Manufacturers: I . Gerand f| 2. Barco 3. Presso I B. Identification: l. Provide engraved metal tag indicating Beta Ratio or flow curve. .. 2. Hang on chain to clear insulation. C. Size: I l. Select Beta ratio to provide 10" to 30" waler gauge meler reading. I PART3-ExEcurroNI 3.1 PIPE INSTALLATION I A' :TfH:,ffTix':#:'';,",11ilf;:ttffilo"r*o asotherwisenoted) and pararrer tobu'ding I B. Make any changes in direction with finings, do not kink or bend prping. Elbows are to be longI radius type wherever possible. I I Hydronic Piping 15510-7 Gore Creek Residences - ResidentialI ,J#1"""*;;3! C. Regardless ofhow sbown on schematic piping diagrams, do not install a tee so that flow enters from opposite directions. D. Do not rearrange piping in a rnarmer to increase pressure drop wittrout written approval from Architect/Engineer. E. Install &ains at all low points of tbe systert. 3.2 EQTIIPMENT CONNECTIONS A. Do not allow weigbt ofpiping or expansion of piping to put stress on equipment connections. B. Pipe equipment to allow for servicing (coil pull, tube pull, etc.) with minimum of disruption to plprng. C. Provide unions or flanges at all equipment connections. 33 FREEZEPROTECTION A. Fill systems with indicated solution by volume of propylene glycol and water. B. Pre-mix all solutions before injection into system. 3.4 AIRVENTS A. Install autornatic air vents at high points in equipment roorx, B. Install rranual air vents at high points not in equipment rooms. 35 RELIEFVALVES A. Install pressure relief valves on all vessels which ruy be isolated from other relief valves by closing valves. Pipe discharge full size to nearest floor drain. 3.6 PRESSTJRETEMPERATURETAPS A. In Pipes 2" and Smaller: Install taps in tee at change in direction so inserted thermometer stem will be parallel to center line ofpipe. 1. Add extra change in direction if necessary. 2. Allow clearance for insertion of thermometer. 3. Insure that gauge or ihermometer will be in a readable position. 3.7 HOT TAPS A. Hot taps are to be used only affer written permission by the ArchitectlEngineer. Submit intended procedure with request. 3.8 CLEANING A. Flush the system thoroughly with clear water. I . Drain systern 2. Clean all stainers. Gore Creek Residences - Residential Vail, Colorado 03 Januarv 2005 I T I I T I I I I I I I t t I I I I IHydronic Piping 15510-8 t tr B. Refill system with solution of I lb. trisodium phosphate to 50 gal of sptem water. t ):. 5ni',fJ"#,htfi'"fl:rperature' 3. Drain systern I 4. Cleanallstainers- C. Fill system with fresh water or water/glycol mixtue. I 3.s coRRosroNPRorEcrIoN A. Provide dielectric unions at unions between piping of different materials.t il B. See Section 15555 for water treatnent program to be provided. 11 C. All conponents ofsystem shall be conpauible with propylene glycol and water solution. a I 3.ro BTJRTEDPTPEIA. Provide closed cell insulatio4 seal joints with waterproof mastic. Minimize joints below grade. B. Provide thrust blocks at all changes in direction for pipe 8" and larger. I C. Comply with Division 2 and Section 15050 for excavation and backfill requirements. I 3.lr PREssr.JR.E GAUGE' A. Purrp assemblies: Use a single gauge with multiple taps to pumped system (shainer inlet, strainer outlet, punp suction and pump discharge) per the detail on the drawings. B. Allow clearance for removal ofgauge. C. Insure that gauge will be in a readable position. I t I I I I I I T ENDOF SECTION I Hydronic Piping f 55f 0-9 Gore Creek Residences - ResidentialI I VaiI, Colorado 03 Januarv 2005 I I ! T I I t ? I il SECTION 15515 SNOW MELTING SYSTEM PIPING PART I -GENERAL l.l DESCRIPITON OFWORK Tlris section covers water piping carrying water at 200"F, or less, used for snow melting. SUBMITALS Submit manufacturer's product data on the following: l. Strainers 2. Air purgers 3. Air vents 4. Pressure reducing lill valves 5, Pressure-temperaturc taps 6. Thermometers 7. Flow indicating devices 8. Automatic flow mntrol valves 9- Reliefvalves 10. Glycol 11. Yard box PART2-PRODUCTS PIPEANDFITTINGS Size 2" and smaller: Any of the following: I . Steel pipe, schedule 40 with 125 lb. cast iron threaded fittings. 2- Copper tube, hard temper, type K with wrought copper sweat fittings. a. Solder for copper tubejoints:(l) 30psigto lT5psig: 95-5tinantimony. Q) Above lT5psig: Brazedjoints.(3) In concrete: Brazed joints. Sizn 2 %" andlarger: Steel pipe, schedule 40 with any of the following fittings: Black steel standard weight butt weld. l25 lb. cast iron flanged. Copper tube, hard temper, tlpe K with wrought copper fitting. c,Snow Melt Piping in Slab: 4. Minimize the number of fittings in concrete. B. ! t t I 7 I t I t. 2. J. l. 2. J. Finings and connections to pipe headers sball be in a yard box with cast iron cover. Tlpe "K' arurealed copper pipe with wrought copper brazed littings. All elbows long radius type, formed with a gear type bending too. Wirsbo hePEX plus, crossJinked, polyethylene pipe (ASTM F-876), rated for continuous operation at l80oF and lfi) psig. Splices, finings and connections to pipe headers shall be per the manufacturer's recommendations. Gore Creek Residences - Residential Vail, Coloredo 03 Januarv 2lX)5 Snow Melting System Piping l55l5.l 5. Pipe shall be supported above struchrral slab by means ofsteel supports and provisions shall be made to bold pipe rigidly in place during concrete pow sucb that the pipe is uniformly 2" below finished surface ofconcrete. 6. Provide dielectric unions between all metallic piping connections of dissimilar metals. 2.2 STRAINERS A. Manufacturers: l. Design Basis: ArmsEong 2. OtherAcceptableManufacturers: Mueller Sarco Hoftnan Dunham Bush B. Size 2" and smaller: 250 lb. cast fuon. tbreaded. C. Size2 t/2" andlarger 125lb. cast iron, flanged. D. Screens: l. Material: Type 3M stainless steel. 2. Perforations: 0.(X5" diameter, 233 holes per inch square. 23 AIRPURGENS A. Manufacturers: l. Design Basis: Bell & Gosseft 2. OtherAcceptableManufacturers: a, Amtrol b. Taco c. Thrush B. Model: 107 C. Float actuated, non-modulating, rated at 250 psig at 250oF. 2.4 AIR VENTS A. Maoufacturers: |. Desigt Basis: Amtol 2. Other Acceptable Manuficturen: Bell & Gossett Taco Thrush Armstsong B. Resilient Parts: EPDM C. Vents on pipes size 2" and smaller Model 703 D. Vents on pipes size 2 %" and larger Model 706 E. Vents on Air Purgers: Model 706 Gore Creek Residences - Residentlrrl Vail, Coloredo 03 Januarv 2{X}5 I I I I t I a. b. c. d. a. b. c, d. t I I 0 l t 1 I I T il I ISnow Melting System Piping r55r5-2 B. c. I t I I I T I t t I I I PRESSURE R.EDUCING FILL VALVES A. Manufacturers: l. Design Basis: Bell & Gossett 2. OtherAcceptableManufacturers:A. Taco b. Thrush Size:. 3/+" Model: l. 8 psig to 25 psig: No. 12 2. 25 psig to 60 psig: No. 7 PRESSUR-E-TEM PERATURJ TAPS A. Manufacturers: l. Design Basis: Sysco 2. Other Acceptable Manufacturers: a. Universal Lancaster, Inc, b. Petes Plug B. Model: BNG500, %" NPT, or %" NPT. C. Construction: l. BodyandCap: Brass 2. Pressure: 500 psig. 3. Temperature: 350"F 4. Core: EPDM, self-sealing. 5. Cap: Gasketed threaded. D. Thernometer: l. Number required: I 2. Dial diameter: 2" 3. Range: OoF to 220"F E. Pressure Gauge Adapter: l. l.,liunber required: I2. Model: GA-125 F. Pressure Gauge: l. Number required: I 2. Dial diameter: 4 %" 3. Range: oto 100 psig 4. Aenuracy: VzVo t t I l I I 2.7 THERMOMETERS Snorv Melting System Piping Gore Creek Residences - Residential Vail Colorado 03 January 2005 15515-3 A, Manufacturers: l. Design Basis: Duro 2. OtherAcceptableManufacturers: a. Weiss B. Scale: 7" C. Range: 30oF to 240"F D. Housing: Adjustable 180"F PRESSTJRE GAUGES A. Manufacturers: Bristol Babcock or equivalent. I I I I I t B. c. A. b. Snow Melting System Piping Model: Heliloid Series Dial Face: 4" dianl.eter,27O degree arc. D. Range 0-100 psig. l. Where pumps can produce pressures in excess ofstatic pressure, provide appropriate range of vacuum on pump suction pressure gauges. FLOW INDICATING DEVICFS Manufacturers: l. Design Basis: Ellison 2. OtherAcceptableManufacturers: a. Taco b. PsE C, Presso Model: Annubar Accessories: l. Stop valves 2. Quick disconnects3. Caps 4. Calibration card Consuucted and nameplated for 125 psig working pressure and stamped in compliance with ASME boiler and pressure vessel code. Provide blowdown connection. 2.10 AI]TOMATIC FLOW CONTROL VALVES Flows under 3 gpm: l. Manufacturers: B. c. l t I t I I t I I D. Design Basis: Hayes Other Acceptable Manufacturers: None I tGore Creek Residences - Residential Vail, Colorado 03 January 2fi)5 15515-4 I I T i- 5. Pressure drop Range: 2 to 40 psig. '! z,Lr RELIEF vALvEs I T I T t T 2. Allowable Flow Variation: l5olo maximum 3. Pressure Drop Range: 2 to 40 psig. B. Flows 3 gpm or Greater: L Manufacturers; a. Desigr Basis: Griswold b. OtherAcceptableManufacturers:(1) Aquaduct 2. Tlpe: Spring loaded piston. 3. Materials and Connections: Match pipes. 4. Allowable Flow Variation: 5olo maximum. A. Manufacturers: l. Design Basis: Bell & Gossett2. Other Acceptable Manufacturen: a. Taco b. Thrush c. Watts B. Type: ASME C. Size: Maximum input capacity of slatem at design pressure. D. Setting: Design pressure of system. I 2.I2 PROPYLENE GLYCOL rr A. Manufacturers: I 1. Design Basis: Dow Chemical Company f 2. Other Acceptable Manufacturers a. Union Carbide f b. Dupont r B. Model: Dowfiost. I C. Provide warer/propylene glycol mixture for burst protection to ASHRAE 99olo winter design dry ! bulb temperature. t PART3-EXECUTION |' 3.1 DRAINS A. Install drains at the low points of the piping system. 3.2 EQUIPMf,,NTCONNECTIONS A. Do not allow weight ofpiping or expansion of piping to put stress on equiprnent connections. ^ 33 REARRANGEMENT |1 A. Do not rearrange piping in marmer to increase pressure drop without written approval of t t, I Snow Melting Systen Piping 1551$.5 Gore Creek Residences - Residential Vail, Colorado 03 January 2lX)5 I t I t I t I I t T I I I I l I t t 3.5 3.7 Architect/Engineer. F'REEZE PROTECTION A. Fill sptem with an appropriarc solution of propylene glycol and water. B. Mainmin propylene Glycol content of existing heating water system. AIR VENTS A. Install automatic air vents at high points in equipment rooms. B. Install manual air vents on high points other than in equipment rooms. RELIEFVALVES A. Install pressure reliefvalves on all vessels which may be isolated fiom other reliefvalves by closing valves. PRESST]RE.TEMPERATURE TAPS A. In pipes 2" and smallec Install taps in tee at change in direction so inserted thermomet€r stem will be parallel to center line ofpipe. I - Add exra change in direction if necessary. 2. Allow clearance for insertion of therrrometer, 3. Insure that gauge or thermometer will be in a readable position. BULLHEADS CONNECTIONS A. Regardless of how shown on schematic piping diagrams, do not insull a tee so flow enters &om opposite directions. CLEANING, TESTING, ADJUSTMENT AI{D BALAI{CE A. Flush the system thoroughly with clear water. l. Drain system. 2. Clean all strainers. B. In General: After installation is complete, all equipment shall be cleaned and left in first class condition. Provide Owner with necessary insFuctions for operation and adjustrnent ofequipment which he must have to maintain the system. Mormt where directed. Adjust and balance system. Give prior notice to Engineer when tests will be made. The entire glycol system shall be thoroughly ftushed prior to filling with glycol solution. C. Propylene Glycol System: Upon completion ofrough-in, and before covering or pouring concrete, the entire piping system shall be test at a hydrostatic pressure ofnot less then 100 psig (prior to testing, isolate any equipment not designed for this pressure), and proven tight against leakage when joints are being sfuck with a malleL Wbere a portion of the piping system is to be concealed before completion, test this portion separately. Test pressure shall be maintained for a period of24 hours. Due allowance shall be given to variations in pressure which may result from changes in temperature. Test pressue shall be maintained at all times during the pouring of concrcte and during the laying of asphalt. Flow to branch circuits shall be balanced according to the drawings before final observation by Engineer. D. All test and balancing as called for elsewhere shall be completed prior to fmal observation of 1551$6 Gore Creek Residences - Residcntial f 03 January 2M5 I Snorv Melting System Piping I I I I l project by Mechanical Engineer. If return trips, as derermined by Engineer, are required ofI ffilffi:i:ti:T:*il:l::l?,tilft:':l'$.TffjlL"ffi'#il1,T',H;:#[]'J*'*i."r t Contractor at the rate of$75.00 plus tsavel expense. I ENDoFsEcrIoNJ I I I T I t Snow Melting System Piping 15515-7 Gore Creek Residences - Residentialr vail, Colorado f 03January2005 I I I I t I D Ir sECTIoNtss4o Ir HVACPTJMPS I PART I - GNNERAL I I.I MOTORHORSEPOWER - A. Do not increase or decrease motor horsepower from that specified without written approval ftom1- Architect/Engineer. See Section l5ll60bl. I B. Select pumps so that for single pump application at a minimunr, brake horsepower does not I exceed molor horsepower at rating point, and does not exceed motor horse,power plus service I factor on inpeller curve at l25Vo rated flow. For parallel pump application motor horsepower shall be selected such that pump can operate at any point on the pump curve without overloading. t r.z PARALLELPITMPSELEcTToNrA. Select pumps for parallel pump application such that a single pump can operate and not exceed the I end operating point of the purrp curve. J 13 SLJBMITTALS t A. Manufactuers Product Data: Submit manufacturer's product data on pumps. t l. Include pump curve and mark rating point. Also include single punp operating point for a parallel pump application.r i i::JtrJiHl,:H:'*ffn$:,fffiffi-andrressure' , 4. Show impeller diameter indicate maximum inpeller diameter for pump volute provided, and indicate if impeller is machined down. ! PART 2 - PRODUCTS I 2.I IN-LINE CIRCULATOR F'OR IIEATINGI A. Mamrfacturers: I l. Design Basis: Grunfos 2. Other Acceptable Manufacture$: A, Taco I b. ArmstrongIc. Bell & Gossett I B. Design Conditions:r l. Pressure: 125 psig 2. Temperature: 225"F '. c. Construction: I l. MotorMount Resilient.Il 2. Bearings: Sleeve, bronze, oil lubricated. 3. Casing: Cast iron. I, r HVAC Pumps 15540-1 Gore Creek Residences - Residential I vail' colorador 03 January 2005 4, 5. 6. CI,OSE COI'PLED END SUCTION A. Manufacturers: Impeller: Steel, cadmium plated, cast iron, or bronze. Shaft: Steel with copper sleeve or stainless steel. Seal: Mechanical. Couplen Spring or flexible sleeve. I T I I I I I I I I I I l. 2. Desip Basis: Bell & Gossett Other Acceptable Manufacnren: a. ArmsEong b. Aurora c. Pacific d. Taco e. Peerless B,Design Conditions: 1. 2. Model: Pressure: 150 psig Temperature: 225"F l53lc. D.Constuction: Casing: Cast iron. Impeller: Bronze, statically and dpamically balanced. Wear Ring: Brorzc. Shaft: Steel wiih bronze sleeve or srainless steel. Shaft Seat Mechanical. Maintenance Acccss: Back pull-out without disturbing piping. CLOSE COUPLED END SUCTION. SELF PRIMING Manufacturers: Design Basis: ITT Marlow Other Acceptable Manufachuers: a, Aurora b. Dunharn-Bush c. Pacific d. Taco Design Conditions: Pressure: 150 psig Temperature: 1809F c.Construction: Casing: Cast iron. Impeller: Open, wilh diffuser priming systern Shaft Seal: Mechanical, self lubricating. l. 2. 4. 5. 6. l 2. l. 2. t. 2. 3. t I I I IGore Creek Residences - Residential Vail, Colorado 03 Januan 2005 HVAC Pumps 15540-2 II Ir D. Motor: f l. 3450 RPM, continuous duty. f] 2. Built in thermal overload protection. 2.4 BASEMOT'NTEDENDSUC"TION ! A. Manufachrers: I 1. Design Basis: Bell & Gossett |] 2. Other Acceptable Manufacturers: a- Allis-Chalmers A b. Taco I C. Arrnsuong d. Peerless e. Aurora I - B. Design Conditions: tr ): iHffiJ::t;','" A C. Construction: || l. Casing: Cast ircn, with integral pedestal support. l?..iff]'tr#r#aticallyanddynamicallybalanced.ll 4. Shaft: Steel with bronze sleeve or stainless steel. 5. Shaft Seal: Mechanical, carbon-ceramic, intemally flushed. |; 6. Base Plate: Steel or cast iron. Integral drip pan on chilled water and watersider 7. i,'#ffi1i1?rT;,," 8. Beanngs: Grease lubricated ball bearings. Bearing housing supported from base plate. 'I 2.5 SYSTEM LUBRICATID PUMPS I A. Manufacturers: I l. Desisn Basis: Bell & Gossett - 2. Otnei ecceptable Manufacturers:r l. ff"-' c. Grundfos II B. Construction: f l. PumpBody: Cast lron. fJ 2. Irrpeller: Stainless Steel or High Temperature Polymer. 3. Lubrication: Either captive system water in a field replaceable cartridge, or filtered i recirculating water. !' PART3 -ExEcurIoN I 3.I INSTALLATION I I HVAC Pumps 15540-3 Gore Creek Residences - ResidentialI , 0J#1":?l";;t! A. General: l. 2. i. 4. 5. Install pumps to allow conrplete removal without disrnantling connecting piping. Provide air cock and drain corurection on pump casing. Decrease from line size with long radius reducing elbows or concentric reducers, or suction diffitsers. Support piping adjacent to pump so that no weight is carried on pump casings. Comply with manufactruers recommendations for support of inline pumps. Provide support for motors when mounted horizontally. Verifu Manufacturer's allowable motor position and install accordingly. 6. Provide supports rmder elbows on pump suction and discharge line. 7. Provide one pressure gauge with piping and gauge cock to measure pressure ofstrainer inlet, punp suctioq and pump discharge. 8. Manufacturer's representative shall veriff proper pump operation, Level and Alignment - Base Mounted Pumps: l. Before any piping or electrical connections are rnade, level and aligr pumps and motors on bases and foundation pads using an indicating micrometer. 2. After connections have been made and just prior to placing each pump in operation" recheck levels and alignments. a. Make adjustrnents to assurc that shaft rotates freely when turned by hand and that pump is quiet in operation. b. When adjustnents are completed, tightly bolt and gout motor and purnp. Motor Mount - Inline Pumps: l. Veriff motor position (vertical or horizontal) with manufacturer's installation instuctions . 2. Provide proper pump support in accordance with manufactwer's installation instructions. Do not support pump ftom equipment. 3. Provide adequate clearance around pump for motor and shaft removal. Lubrication: After cornpletion ofthe slntem and before start-up, lubricaG the pumps. Impeller Trim: Remove impeller and machine down if rmre than 25% of the toal pump head must be tbrottled by the pump discharge valve. For inline pumps with rnotors 7.5 HP and larger, provide a suitable lifting point (eye bolt, strut channel) directly over the nptor to aid in rernoval ofthe rotating elenrenL Pipe drip pan base to floor drain. Fully grout base nnunted pumps to housekeeping pads or inertia base per manufacturers recommendations, END OF SECTION Gore Creek Residences - Residential Vail, Colorado 03 January 2005 I I t I I t I I I I I T I T I I I I I B. c. F. D. E. G. H. HVAC Pumps r5540-4 I I sEcrIoN 15555.I I BoILERs I PARTI-cENERAL I , 1.1 QUALTTY ASSTJRA,NCE I A. ASME Code Symbol Stamps: Provide boilers and safety (pressure relief) valves complying with ASME Code and stamped with appropriate code symbols. I B. Hydronics Institute Insignia: Provide cast-iron boilers which have been I-B-R (Institute ofBoilerf and Radiator Manufacturers) performance rated and have aflixed the I-B-R irsignia of the Hydronics Instinrte. I t C. AGA Certification: Provide boiler of design certified by American Gas Association. I D. Submittals: I l. Submit manufacturer's product data. I E. The bumer and controls shall conform to the requirements of Factory Mutual (FM).r F. General Requirenpnts for Boiler Suppliers: I 1. The Boiler Representative shall be an authorized representative of the Boiler manufacturer and shall have been actively engaged with this manufachrrer and in this fieldr ;f::'l:ff.ffi*:ilTil:ffiffiIn?:si;n.;;il:::n$'H$x** I sewice available at all times. The contractor or boiler supplier's stocking warehouse shall be no more than 100 miles from the jobsite and stock standard replacement parts for the bo iler.I 2' H'3'ffi:T#i:*:'H.;','.T:;*'1'"Ttrffiieriodandhis24hour 3. The boiler renresentative shall nrovide a factorv trained and faclorv authorized3. The boiler representative shall provide a factory trained and faclory authorize representative to perform the following: ! a. Veriff proper installation ofboiler. b. Veriff irstallation of boiler gas train. I c. Veri$ proper wiring of controls and for proper operation of lhe conhols in I accordance with the boiler listing, manufacturer's directions and sequence of operation given in Section 15950.I d *yJ::r.fr:#fir:ffi#:t*H*;"j,*:;J;:'.T?:f#"f,:"llI must meet with the approval of the Engineer. e. The above tests must be certifred by the factory authorized representative I performing the test I f. Provide free inspection and adjustnent of the bumer installation for the full warranty perid of the installation. C. Adjust power bumers to provide sea level output and the jobsite elevation ITI I I I Boilers 15555-l Gore Creek Residences - Residential I Vail, Colorado 03 Januarv 2005 I.2 REGIJLAToRYREQTJIRDMENTS A. Conply with the requirements of all aulhorities having juisdiction including but not limited to: l. State Boiler Inspector. 2. Local Building Deparunent. 3. Owner's Insurance Carrier. B. Provide all gas train components, op€rating contols, safety conEols, low water cut outs, and other components required for the occupancy of the building and the size of the boiler. PART 2 -PRODUCTS 2.1 BOILER (DIRECT-VENT, CONDENSING WATER BOIIJR) Manufacturen: 1. Basis of Design: Viessrmnn - Weil-Mclain - Ultra PhD 2. Other Acceptable Manufactwers: a. Vitodens 200 Heat Exchanger Assembly: l. Low mass, mono-block. 2. Cast aluminunr Burners: 1. Powere4 direct-vent. 2. Fully modulating. 3. LowNox. 4. Stainless steel construction. Jacket: L Double wall 2. Refractory lined. Controls, Gas Train: l. Fully modulating. 2. Direct Spark lgnition Device. 3. Manual Shut-offValve. 4. Safety Gas Valve. 5. Manual Reset High Limit. 6. Integral operating aquastat. 7. Water flow swirch. Hot Water Boiler Trim l. Boiler trim shall include the following components: Pressure gauge, temperatue gauge, temperahre confiols, high limit tenrperature control and pressure relief valve, Burner: Gore Creek Residences - Residential Vail, Colorado 03 Januarv 2005 B, I I I t I I I I t I t I I T I I I I I D. E. Boilers F. 15555-2 A. B. c. B. I t I I I I I I I I I I I I t I T I I l. Burner shall be factory mounted and shall include the following: a. Forced draft combustion air blower. b. Air/gas mixer. c. Control panel, including: Combustion control, control switches, transformer, and indicator lighs. Main gas valve and rcgulator. Ignition transformer with electrode. Flame monitoring flame rod. Air pressure proving switch. HighJow gas pressure switches. d. e. f. o h. 2. The boiler manufacturer shall warrant the bumer corrponents and assernbly for 5 years from date of shipment. This warranty shall cover all materials on the bumer assernbly except electical components, gas pressure regulators and the blower impeller. Efliciency Guarantee: l. The boiler must be guaranteed to operate at a minimurn fuel-to-water efficiency of 90%. Shop Tests: 1. The completed fully assembled packaged boiler shall be factory test fired to check for proper operation of bumer, controls and safety devices. PART3.EXECUIION 3.1 FIELDASSEMBLY Assemble boiler at the jobsite in an area designated by the Owner, convenient for installation. Comply with all manufacturer's requirements. Upon completion of assembly, contact Engineer and manufacturer's representative for field observation. 3.2 CLEANING Flush and clean boilers upon completion ofinstallation in accordance with manufacturer's instuction. Include boiler in system for cleaning covered in Section 15510. 3.3 FIELD QUALITY CONTROL Test assembled boiler, boiler piping and accessories, including, but not limited to, safety and safety relief valves, gauges, etc., in accordance with applicable sections of ASME Boiler and Pressure Vessel Code. Arrange with Owner's insurance carrier and State Boiler Inspector for inspection and certification of completed boiler mit. Instruct the Owner's Representative in the proper operation ofthe boiler to the presence ofthe Boiler ReDrcsentative. Gore Creek Residences - Residential Vail. Colorado 03 January 2005 Boilers C. 15555-3 3.4 WATERQUALITY A. Initial fill ofboiler water system shall be heated with softeners and/or inhibitors as recornnrended by Boiler Manufacturer. B. Submit a water quality analysis by a qualified water teatrnent corpany to Boiler Manufacturer for his use in recornnrending \vater treatnent. C. Submit water quality analysis and treatnent recornmendations to Engineer for review and comrrent. STARTUP 1. Manufachrer representative shall provide factory trained personnel to start up and checkout boilers. Adjust bumer to provide optimum combwtion as detcrmined from flue gas analysis. END OF SECTION Gore Creek Residences - Residential Vail, Colorado Ol Janrrerv 2005 t T I I t I I ! t I I I I t t I 3.5 T 15555-4Boilers t I I I I s'crloNls6?oI I ArR-COOLED CONDENSING t NITS I PARTT.GENERAL r 1.1 srAr\DARDs r A. Comply with applicable portions of the following: I l. sarery:! i. ANSVASHRAE 15. I 2. Ratings: ARI 210. I t: !ffi?1*iencv: ASHRAEeo' t L2 suBMrrrArsiI . A Submit rnanufacturer's data. Include the following: I l. Drawings showing: a Over-all dimensions. b. Operating weights. r i. :l*"*f,HffffiTconnections. _ Accessories. 2- Perforrnance, 3. Wiring diagrams. 4. Installation instsuctions. t 5. Operating instructions.r i ;il;i'.f:*"'* PART 2. PRODUCTS I 2.I RATINGS r A. Based on sea level catalog ratings at 90o ambient. f B. Where ratings are not shown in schedule, refer to cooling unit schedule.I '' l. Allow two degree suction line drop. t 2.2 ELECTRTCAL - A. Refer to electrical plans and/or specifications for electrical characteristics. I B. Provide equipment witb ampacities not exceeding those ofelectrical circuits provided. I C. Provide rmit(s) for single point electrical connections. I I Air-cooted condensing Units rs670-l Gore CreekRettu-.?;ff;tj,"J|fl 03 January 2lX)5 2.3 D. The electrical disconnect shall be provided under the electrical division- CIRCI,JITS 2.4 MA}IUFACTTJRERS t I I I I I I I I t I I I t t I t I Ifmore than the specified number ofrefrigerant circuits are provided, coordinarc evaporator circuits for equal number ofcircuits. A. B. Design Basis: Trane. Other Acceptable Manufacturers: l. McQuay 2. York 3. Lennox 2.5 CONSTRUCTION Casing: Welded, 18 gauge zinc-coated steel, with exterior phosphatized, primed with epoxy resin and finished with enamel. l. Provide removable access panels. Compressor: Hermetic or semi-hermetic with vlbration isolatoni, crank case heater, stction pressure unloading. Condenser Fans: Vertical discharge, direct drive, with permarrntly lubricated resiliently mounted motors with built-in overload protection l. Provide fan guard. D. Condenser Coil: Copper tube, aluminum fins with sub-cooling circuit. l. Provide grille or louvers to protect coil from hail. E. Controls:Factory-wired,including: l. High and low pressurestats. 2. Compressor ovcrload devices. 3, Short cycle tirrr. 4. 24 volt transformer. F. Capacity Control: l. Provide head pressure conbol for operation at minimum load at minimum specified temperature. 2. Provide hot gas bpass for capacity betrveen unloaded rating and minimurn specified rating. G. Coordinate controls with those in Section 15950. Gore Creek Residences - Residential Vail, Colorado 03 Januery 2005 B. c. Air-Cooled Condensing Units 15670-2 I T PART 3 - EXECIITION I 3.1 lNsrALLATroNI A. Locate condensing unit in general position indicated in relation to olher work. t l. Position for sufficient clearance for normal service and maintenance, including clearance for cleaning and replacement oftubes, filters, motor, etc. I B. Charge with reFigerant in the quantity recommended by the manufacturer. I l. Bleedoutnon-condensablegases. I 2. Test refrigerant system for leakage in manner recornmended by manufacturer. I C. Install pressure relief system in compliance with goveming regulations, to vent refrigerant in I manner indicated ' D. Install refigerant piping (Tpe ACR copper tube) in accordance with manufacturers a. recommendations, and per the drawings. t l. Comply with the Clean Air Act. 2. Provide filter/dryer, site glass and service/isolation valves for each circuit. I 3. Run piping plumb. Slope as required for proper oil rerum and to protect comPressor. I a. Provide oil trap at bonom ofsuction risers. E. Provide for vibration and expansion ofpiping. r 3.2 srART-rrP I A. Sustained Operation: Do not place unit in sustained operation prior to initial balancing of I mechanical systems affected by unit op€ration. - B. Cooperate with other trades and installers of other work during testing, adjusting, balancing and start-up of mechanical syslems.I C. Start up and first year parts and labor to be provided by equipment manufacturer. END OF SECTION I Air-Cooled Condensing Units f 5670-3 Gore Creek Residences - Residential Vail, Colorado I o3 January 2005I I T t I T I I I SECTION 15E30 HEATING TIRMINAL UNITSI PART I - GENERAL I t l.l SLBMTTTALS . A. Submit manufacturer's.product data: f l. Performance data. 2. Drawings. I a. Dimensionsr i :HJ:xo';1'.'fiTl?'L*".,.n 3. Enclosure gauges, 4, Accessories. I 5. Parts lists. 6- Additional Submital Requirements for Fan Coil Units, Cabinet Healers and Unit Heaters: a. Wiring diagrams. I b. Installation, opemting and maintenance instructions' I PART2-PRoDUcrs J 2.I GENERAL I A. Except as otherwise indicated, provide manufacturer's standard products as indicated by publishedI product information, and as rcquired for a complete installation. I z.z FINNEDTTJBERADTATIoN I A. Manufacturen: r ):. 3f;lii3frii;Llriilnuru"*",* a. Airtherm Mfg. Co. ' b. Dunham-Bush Inc.l i: ffx,Tl- Industries Inc' ,r e. Slant Irin Corp. ." t. Trane Co.I g. Sterling h. Mark Hot f i. TedReedThermal -,r B. Heating Element: Provide heating elements consisting ofcopper tubes, mechanically expanded into aluminum fins. t l. Ifubing size is changed from that specified, adjust rating to allow for change in water velocity. r- Heating Terrninal Units 15830-l Gore Creek Residences - Residentiatf Vail, ColoradoI 03 Januarv 2005 I I c.Enclosure: Material: 14 gauge steel. Element Supports: Adjustable. A. Provide additional brackets where supply and/or renrm pipes are located in enclosure. 3. Finish: a. Primer: Zinc. b. Top Coat: Enamel. c. Color: Selected by Architect from manufacturer's slandards. 4. Gasket: a. l,ocation: Between back panel and wall. b. Material: Sponge rubber. 5. Accessories: Provide manufachrer's standard accessories ofsteel, same gauge as enclosure, as required, including, but not limited to: A. Inside comers. b. outside comen. c. End caps. d. .Access sections. e. Extensions. f. Knob operated dampers, where shown on drawing. PROPELLER UNIT IIEATERS A. Manufachrrers: Design Basis: Trane Other Acceptable Manu facturers: AAF Airtherm Carier McQuay MarkHot Modine Sterling Ted Reed Thermal Dunham Bush Vulcan Fins: Aluminum. Tubes: Copper, expanded into fins. Working Pressure: 250 psig. Material: 18 gauge steel. Corners: Rounded, l" minimum radius, Finish; Phosphatized and painted inside and out with one coat ofbaked-on enamel, Fan Orjfice: Integral v/ith casing. Tlpe: Totally enclosed, shaded pole or split capacitor. Insulation: Class B. Mount: Resilient. Bearings: Sleeve or permanently lubricated ball bearings. l. 2. I t I I I I I I I I I I I I I I I I I t. 2. a. b. c. d. e. f. g. h. i.j. B. Construction: l. Coils: a. b. c. 2. Casing: a. b. c. d.3. Motors: a. b. c. d. Heating Terminal Units Gore Creek Residences - Resldential Vail, Colorado 03 Januarv 2005 15830-2 t I T e. Protectionr Built-in thermal overload. 4. Guards5. Provide vrire guards over propeller fans. I PART3-EXECUTION ! 3.1 GENERAL I I I I A. Lncate units so clearance is provided for: l. Service and mainlenance. 2. Enclosure removal. B. l*vel or pirch elemenls as required: l. tnstall shirns ifnecessary. C. Touch-up finish after final adjustment D. Replace darmged enclosures. E. Staighten bent fins. END OF SECTION I F. Repltrce damaged elemenb. t t I I I I I I l Heating Terminal Units 15830-3 Gore Creek Residences - Residmtial f Vail, Colorado I 03 January2005 I a l sEcTIoNl58s3I FAI\ COILUNITII I PARTI-GENERAL . 1.1 W0RKINCLTIDED I A. Factory constructed vertical or horizontal Fan Coil Units. | 1.2 RELATEDwoRKr _ A. Section 15170 - Motors and Starters Section 15172 - Electonic Speed Conuollers f Section 15790 - Coils Section 15885 - Air Cleaning Section 15950 - Automatic Ternperahre ConholsrI.5 REFERENCES -I A. NFPA 90A - Installation of Air Conditioning and Ventilation Systems.f B. SMACNA - HVAC Duct Corxruction Standards. t 1.4 euALrrYAssrrRANcE I A. Fan Coil Units: Product ofmanufacturer regularly engaged in production ofcofiponents tlEt issues t corplete catalog data on total product olfering. - B. Fan Coil Units: Certifu capacity, static pressure, fan speed, brake horsepower and selection procedures in accordance witl ARI 430-89.r _ C. Air Coils: Certiff capacities, pressure drops and selection procedures in accordance with ARI 410- 87. I T..5 STJBMITTAI,S II A. Submit as-built drawings and product data under provisions ofDivision l.r B. As-built &awings shall show unit configuration in direction of airflow, and shall indicate assembly r and unit dimensions. I C. Product data shall indicate dimensions, weights, capacities, fan performance, motor electrical I characteristics, and furishes of materials. I D. Submit product data of filter sizes and quantities, filter performance, and filter frames. I E. Submit manufacturer's installation instructions under provisions of Division l.r 1.6 oPERATIoN ATID MAINTENAI{CE DATA t A. Submit operation and maintenance data under provisions ofDivision l. I Fan Coil Unit 15853-l Gore Creek Residences - Residential Vail, Colorador o3 Januarv 2005 B. Include instnrctions for lubrication; filter replacement, motor and drive replacement, spare parts lists, and wiring diagrams. I.7 DELIVERY,STORAGE,AI{DHANDLING A. Do not operate units for any purpose, ternporary or permanen! until ductwort is ctean, filters are in place, bearings lubricated, and fan has been test run under observation. PART 2 -PRODUCTS BLOWER COIL I'AI{ COILS (400 to 4,000 CFM) Acceptable Manufacturers I I I T I I I I I I I I I I I I T T I l. 2. .). 4. 5. 6. First Company Intemational Environmental Magic Aire McQauy Trane Conpany York See drawings for unit configuration. l8 gauge galvanized steel. ABS or stainless steel drain pan, positively sloped in every plane. Thermoptastic secondary drain pan All pars exposed to rnoisture are to be galvanized. Insulate unit tbroughout with 1-% LB closed cell foil faced insulation. Motor access panels on either side of unit. Mixing box with /2" extended drive rod, and low leakage dampers with edge rals. Mixing box to allow 100% economizer operation. See drawings for filter elliciency. Filter rack, sized to provide maximum of 500 Sm acmss filter. Fan to be forward curved centrifugal blower. Provide adjustable v-belt drive. Fan shaft to be supported by heavy duty permanently sealed ball bearings. Fan and housing are corrosion resistant. Provide integral overload protection. Motor to be permanently lubricated. Fan Motors shall be beavy duty, high efficiency, and open drip-pmof. Motor horsepower shall not be changed without written approval from the Engineer. B.Constuction t. n D. Fan l. 2. .f. 4. 5. 6. 1 8. l. 2. .'. 4. Motor l. 2. 3. 4. E. Gore Creek Residences - Residential Vail, Colorado 03 January 2005 Fan Coil Unit 1s853-2 I r F. coils I l. Coils are leak tested at 350 PSIG minimum air pressure, suitable for working pressures up I to 250 PSIG with air vents 2. Coils shall be desiped with aluminum plate fins and copper tubes. I 3. Fins shall have collan drawn, belled and firrnly bonded to the tubes by rneans oft il:".:H:#l;,HT,:l*t$;il:::i:;,*';,:'"ffi::ffli;:used'n'[hebondinB accordance with ARI Standard 440. 4. Provide factory installed extended drain and vent connections for water coils' I PART 3 - EXECUTIONI I 3.1 cEr\ERAL I A. Assemble and install in accordance with manufacturers uritten installation instructions and details t on drawings. B. Coordinate duct, piping and electrical work so as to provide access to unit for maintenance and I filter replacemeni and coil removal witb mininrum dishrbance of piping and no demolition of I room constuction or finishes. I C. Prior to unit start-up all contols shall be installed and tested. '- D. Prior to initial start-up and for system testing install air filters to protect the unit and ductwork ftom dirt and debris. After the system has been tested and prior to turning the system over to the Owner, replace the prc-filters with new, clean filters as specified.I E. Prior to tuming the system over to the Owner, all damages incurred during shipping, storing and I installing shall be repaired. These repain shall be suffrcient to bring the equipment back to the t quality standards, equal to the original rnanufacturing standards. These repairs shall include but arc not limited to repairing painted surfaces, dent removal, combing coil fins, repairing or r€placing wet, sagging or tom insulation, etc. ! F. Pipe condensate fulI size to nearest floor drain. Provide frap l" grearer than fan static pressure. I G. Install units with adequate clearances as to: -r 1. Allow access to valves 2. Allow for coil pull, filter replacement and maintenance I 3. Allow access doors to fully open 4. Provide required NEC clearances in front ofdisconnect and electrical components. END OF SECTION I I Fan Coil Unit 15853-3 Gore Creek Residences - Residential f vail, colorador 03 Januarv 2005 t I I I I I sEcrIoN l5a9o I DUCTWORK I PARTI -GE}IERAL t r.1 TNDUSTRYSTAT{DAR.DS A. Comply with SMACNA (Sheet Metal and Air Conditioning Contractors National Association) I recomrnendations for fabrication, conshuction and details, and installation procedures, excepr as f otherwise indicated. I B. Comply with American Society of Heating, Refrigerating and Air Conditioning Engineers I (ASHRAE), except as odrerwise indicated. I C. Comply with SMACNA "HVAC Air Duct Leakage Test Manual" for testing of duct systems. I I.2 SI,]BMITTALS t A. Shop Drawings: Submit shop drawings for: |! l. Transition elbows. ,. 2. Seal and rehforcing schedule for all ductvrork fabrication types, f 3. Tuming vane and nrming vane installation. B. Product Data: Submit manufacturer's product data on the following: I l' Duct lining' 2. Duct lining adhesive. Ir PART2-PR0DUCTS I z-r DUcTwoRKMATERHLsr' A. All interior ducts shall be constructed with G-60 or better galvanized steel (ASTM A653/653M) I LFQ, chem Eeat. Exterior ductwork or duct exposed to high humidity conditions (i.e. kitchen I exhausts) shall be G-90 or better galvanized steel LFP, chem treat. B, Underground Ductwork All ducwork indicated as "below grade" shall be unlined, uninsulated, completely concrete encased. I l. Provide temporary intemal bracing ifrequired during placement of concrete. Remove I after concrete lus set.I 2 :Jil$,Jfif,;#.,"".11fJ:;triT,*tr,ffi",1T:l"nHH"ffi?fi,::":#f";' rate. I C. Stainless steel duct shall be fabricated from lock forming grade, 300 series, ASTM-AI67, No. 4 general purpose fmish. Protect finish with mill applied adhesive protective plastic/paper throughout construction. I D. Aluminum duct shall be fabricated from lock forming grade, ally 3003-HI4, ASTM 8209. Reinforcing angles, bars, tie rods, and other structural members shall be alloy 6061-T6. Hangers I shall be 6061-T6 aluminuq or galvanized or painted steel with a dielectric isolation pad between Gore Creek Residences - Residential Vail, Colorado 03 Januarv 2005I Ductwork 15890-1 the dissimilar nretals. E. PVC coated ductwork shall be fabricated from galvanized steel, cleaned and primed with a baked on PVC coating. PVC coating shall be minimum 0.035 lbs./Sq. Ft at 5 Mills, 90 units a scale shore dwonpter, flame spread rating 25, srmke developed 50, UL l8l, Class I duct. Providc cornpatible touch up paint to repair darmge. F. Ungalvanized carbon steel shall bc lockfonning grade, hot rolled steel conforming to ASTM A366 or A619. RECTAJ\TGIJLARDUCT A. Construct rectangular ductwork to meet all fimctional criteria defined in Section Vtr, of the SMACNA "HVAC Duct Construction Standards Metal and Flexible" 1995 Edition All ductwork must comply with all local, state and federal code requirements. B. Where the standard allows the choice of extemal reinforcing or intemal tie rods, only tbe external reinforcing options shall be used. C. Pittsburgh lock shall be used on all longitudinal seams. All longitudinal seams will be sealed witlr mastic sealant. Smplock is not acceptable. D. Ductnate or W.D.C.I. proprietary duct connection systems will be accepted. Duct constructed using these spterrIs will refer to the nanufacturers guidelines for sheet gauge, intermediate reinforcement size and spacing, and joint reinforccments. E. Formed on flanges (T.D.C.IT.D.FIl-25AIl-258) shall be constructed as SMACNA T-25 flanges, wbose limits are defined on P age 1.36 1995 SMACNA Manual, First Edition. No otber construction pertaining to formed on flanges, will be accepted. Formed on flanges shall be accepted for use on ductwork 42" wide or less, 2" static (positive) or less and must include the use of comers, bolts and cleat. F. Ductnate tJDe systerns that use a butyl Rubber Gasket which neets Mil-C 189698, Type II Oass B, TT-C-1796 A, Tlpe II Class B, and TTS-S-001657 must also passUL-'?23. This material, in addition to the above, shall not contain vegetable oils, fish oils, or any other type vehicle that will support fiDgal and/or bacterial growth (as defined in 2ICFR 177, l2l0 closures with sealing gaskets for food containers). C. Aluminum duct shall be fabricated using the aluminum thickness equivalence table in the standard. Sirnply increasing the thickness by two gauges is not acceptable. H. Fittings shall be consEucted and reinforced as ductwork according to the longest span. ROI,JND A}{D OVAL DUCT A. Round and oval duct shall be galvanized steel, constructed in accordance with Section III ofthe 1995 SMACNA "DUct Construction Standards, Metal and Flexible", except as noted. l. Lighter gauge factory rnade duct with an Intermediate standing rod may be used. Submit product data sustaining the equivalency of such duct into SMACNA standard duct. B. Minimum duct gauge shall be 26 gauge. C. Round ductwork shall be spiral lock seam construction only. Longitudinal seam duct is not acceptable. Gauges shall be in accordance with SMACNA Duct Construction Standard and Gore Creek Residences - Residential Vail, Colorado 03 Januerv 2005 I I I t I I I I I I I T I I I I I I IDuctworkr5890-2 15890-3 A. B. c. B. I I I I I I I I I I I t I I I I I I I fittings in accordance wift SMACNA Duct Construction Standard, except as noted: L Joints 0"-20" diameter, interior slip coupling beaded at center, fastened to duct with sealing compound applied continuously arormd joint before assembling and after fastening. Wrap joints \r,ith 3-inch wide duct tape. 2. Joints 21"-72" diameter, use 3 piece, gasketed, flanged joints consisting of2 intemal flanges (with integral mastic sealant) split to accommodate minor differences in duct diameter, and one external closure band designed to compress gasketing between intemal flanges. Exarryle: Ductnate Spiralmate or equal. 3. Joints T3" diameter and up, use companion angle flangedjoints only as defined on page 3-6 of the SMACNA Manual. Refer to manual for proper sizing and construction details. Ductwall to be welded longitudinal seams. D. Fittings shall be continuously welded, standing searq or spot welded and sealed. Metal thickness and reinforcing shall be equivalent to the requirements ofthe largest span. l. All elbows greater than 45" shall be radius type, R:I.5 times duct diameter. 2. Elbows less than 12" shall be ofdie stamped construction. Elbows 12" or greater shall be 5-gore corstruction. 3. Diverging and converging flow fittings shall be constructed with no excess rnaterial projecting from the body into the branch tap enEance. All such fittings shall be 45" "shoe" entrarrce, wye plus elbow, or 45o lateral branch. Special fittings such as heel tapped elbows and bullhead tees may be used only where shown on drawings. Adjustable elbows and straigbt saddle raps shall not be used. Low pressure adjustable elbows acceptable. ROT'ND AND OVAL DUCT Construction: l Galvanized steel spiral lock formed. 2. Elbows: a. 6" Diameter and Less: Die formed. b. Above 6" Diameter: 5 Diece. BELOWGRADEDUCT Galvanized steel with a 4 MIL polyvinyl chloride coati"g on the outside. All connections to be screw fastened and sealed per rnanufacturers recommendations. Backfill with bedding material per Section 15050 in accordance with rnanufachrers recornmendations. Provide lightweight concrete around duct. CONTRACTOR FABRICATED CASINGS AI{D PLEFII,JMS Unless required otherwise by drawings, single wall casings and plenums may either be contactor or factory fabricated where shown on drawings. All double wall casings and plenuns shall be factory fabricated. Casings and plenums shall be constructed in accordance with the 1995 SMACNA "HVAC Duct Construction Standards" and as specified b€low. All casings and plenums on the suction side of any faq including return air outside air, or mixing plenum shall be constructed to 2" negative pressure class. c. Ductwork Gore Creek Residences - Residential Vail, Colorado 03 Januarv 2005 Louver blank-offpanels shall be constructed to 2" negative pressure class. All casings and plenums for reliefand exhaust air shall be 2" positive or negative pressure class. All casings and plenums on the discharge side ofsupply fans shall be 4" positive pressure class. Single wall plenums shall be of the standing seam t1rye constuction. Submit shop drawings indicating overall dimensions, support details, corner & edge details, penetration details, equipment installation details, and pressure class. Seal all seams, edges, and comers with approved duct sealant. Casing materials shall be the same as that for the connected duct systems. Where automatic dampers may, completely shut off air flow and subject plenum of casing to fan close offpressure, install pressure reliefpanels, rated to open at 125%. 2.7 F'ACTORY FABRICATED PLEI{T]MS Manufactuers: l. IAC or approved equivalent. Products: Plenum(s) shall be mounted on a level concrete curb dirrension of which shall be as determined by cornbining standard panel sizes to form the required plenum configuration. Sound retarding and absorbing fill shall be incombustible, inert mildew resistant and vermin-proof, Intemal panel reinforcement shall be a minimum of l8 gauge galvanized steel and spaced so that span does not exceed 2'0". Perimeter and intemal reinforcement and panel sheets shall be welded and riveted to form a rugged nretal-sheathed acoustical panel. Spot welds shall not exceed tluee inch on centers. Prior to attaching the face sheet, the panel shall be filled with sound retardant and absorbing fill as specified above. The fill shall be slightly larger and thicker than the inside dinrcnsions of the panel. No voids will be tolerated. The face sheet shall be welded and riveted to the panel assembly so as to compress and hold the fill materials in place under severe conditions or vibration such as encountercd in shipment, installation and operation. Door panels shalt be constructed of solid # I 8 gauge galvanized nrctal sides. Doors shall be supplied 24' wide x 60" high or 36" wide x 72" higb as specified on the drawings. The doors shall be 4" thick ofthe overlapping seal type. Each door shall be supplied wirh single continuous air/acoustic seals around the sill, jambs and head. Doors shall have 2 hinges and 2 latches with an inside release handle. Each floor shall be assembled with hinge hardware attached and adjusted and latches to be irrtalled in field. Doot lalches are to be the wedge lever type with inside handle. Hinges shall be heavy duty and designed for door size and weight. Doors shall be installed to open against the air pressure. Windows shall be fumished for doors on fan section and shall consist of two Iayen of %" safety glass separated by air space and sealed acoustically and air tight with rubber seals. Air space shall contain a desiccant material to prevent misting. Roof channels, aprons and cornerjoinen shall be made of#16 gauge galvanized steel formed to prevent a direct path for sound and/or air leakage. Floor channels shall be made of#18 gauge galvanized steel. Panel joiners shall be made of#20 gauge galvanized steel and shall be roll formed to be greater in strength than standard 16 ga. joiners. Where these coils formed joiner sections are not utilized 16 ga. shall be provided. All Gore Creek Residences - Residential Vail, Colorado 03 Januarv 2fi15 D. E. F. G. H. I J. I t I I t I t I I I I I I T I I I I I l. 2. -f,. 4- 6. 8. B. Duchvork 15890-4 I I I I I t I I I I I I panel accessories shall be furnished in standard lengths to be field cut to required dimensions. Where Ramset cannot be used, floor charmels shall be pre-punched with 9/32" holes spaced 24" on centers for attachment by %" round head screws with expansion type irserts. All panel joiner and coDnectors requiring felted surfaces shall have the felt field applied. 9. Opening for fan and duct connections where required shall be provided by the plenum manufacturer. Pipe and conduit penetrations shall be located and cut in the field and sealed in accordance with lhe manufactuer's instructions. 10. The plenum structure shall be normally selflsupporting. Where roofspans and wall loadings require additional structural sfiength, it shall be fiEdshed either by heavier roof and wall joiners, or additional sFuctural members and/or pipe colurn:s. I l Metal surfaces shall be galvanized except 5" wide flange beams when used which shall be HR steel prime painted. 12. The manufacturer shall supply, at least 10 days prior to bidding, certified test data in accordance witlr the following: a. The minimum allowable transmission loss (TL) of the panel, irrcluding all components, when tested in accordance with ASTM E90-61T, shall be as follows: TRANSMISSION LOSS IN DECIBELS* Octave Band Center Frequencies, HZ 63 t25 250 500 1000 2000 4000 8000 Noiseshield 26 23 30 42 51 59 58 58 +Ratings apply to panels in 'REGUALR" and "IIARD" Constructions. b. The composite panel assembly when tested in accordance with ASTM C423- 65T, shall have minimum absorption coefficients as follows: I TRANSMISSION LOSS IN DECIBELS* Octave Band Cenler Frequencies, HZ 63 250 500 1000 2000 4000 8000 NRC* Noiseshield 0.89 t.20 l.l6 1.09 1.01 1.03 0.93 (r.10) 0.95 *Ratings apply to panels in "REGULAR" and *HARD" Constructions. I c. Panels shall have a Hat Transfer Factor of .07 BTu/hour/sq. ft./degrteI Fahrenheit temperature diference of standard air. d. Plenum installation shall be capable of withstanding a positive internal static air I Pressure of I inches. I e. Plenum installation shall be capable ofwithstanding a negative internal static air pressure of 6 inches. I f. Plenum desiga shall meet the combustion requirernents established by ASTM E- I 84. The panels shall not exceed the following limis: Flamespread Classification 15 I SmokeDeveloped 0 Fuel Contributed 0 I c. wananry:II Plenum manufacturer shall wanant that when plenum(s) are installed in a workrnanlike manner in I Ductwork f5890-5 Gore Creek Residences - Residential I Vait, Cotorado 03 Januarv 2005 B. strict accordance with these specifications and manufacturer's instructions, plenum(s) shall meet the acoustical, thermal and air pressure performance specified. Plenum components shall be fumished clean, well rnade and free of any defecs which may adversely affect appeannce, serviceability or performance. Manufactruer shall fumish proof, satisfactory to the Design Engineer, of having manufactured similar plenums for at least five (5) years prior to this installation. D. Manufachuer shall submit product information and upon approval by the Engineer shall submit detailed shop drawings with dimensions, and construction details for all systems provided for approval by the Engineer. Assembly of the udts shall not begin until all shop drawings have been approved by the Engineer. MISCELLAI{EOUS DUCTWORK MATERIALS General: Provide miscellaneous materials and products of the types an sizes indicate4 and where not otherwise indicated, provide t]rye and size required to corply with ductwork system requirements including proper connection of ductwork and equiprnent. Double wall nrrning vanes shall be Harper double wall turning vanes fabricated from the same material as the duct. Tab spacing shall be SMACNA standard. Rail sptems urith non-standard tab spacings shall not be accepted. All tabs shall be used, do not skip tabs. Mounting rails shall have friction insert table, which align the vanes automatically. Vanes shall be subjected to tensile loading and be capable ofsupporting 250 lbs. when fastencd per the rnanufacturers instuctions. Approved Systems: Ductnate PRO-Rail, Single wall spliter and tuming vanes shall be custom fabricated as specified below. Ducwork Support Materials: Except as otherwise indicated provide galvanized steel fasteners, arrchors, rods, straps, trim and angles for support of ductwork. Duct Liner: l. Manufachuers: a. Design Basis: Jobns-Manville b. Other Acceptable Manufacfiuers: (1) Certainteed Q) Owens Coming (3) Knauf 2. Model: Linacoustic HP or Perrnacoat with EPA registered antimicrobial coating, in accordance with UL l8l , ASTM C I 07 I, C2 I and G22 with no observed growth. 3. Compliances: a. FSIIH-I-545, Type I NFPA 9O-A 4. Roughness: 0.0008 fcet 5. Noise Reduction Coeflicient: 0.7 or higher for l" liner 6. Round Duct Liner: Permacote Spiracoustic "snap-in" type. Duct Liner Adhesive: l. Manufactuers: a. Desigr Basis: Childers b. OtherAcceptableManufacturers: (1) Kine Gore Creek Residences - Residential Vail, Colorado 03 January 2005 I I I I I I I I I I I t I I I I I I I C. D. F. Ductwork 15890-6 I r A) Hardcast (3) Ductmate Industries, Inc., PRoTrack I 2. Moder: a- Indoor/Outdoor:CP-l27Chil-Quik I G. Duct Sealant: l. Manufacturers: I a. Design Basis: United McGill b. Ofier Acceptable Manufacturers: (1) Ductrnate Indusfies, Inc., PROSeal IQ\3M (3) Precision 2. Model: I a, Indoor: United Duct Sealer b. Outdoor: Unicast I 3. Description: Non-hardening, liquid or mastic elastic sealant. I 4. Fire Rating: UL 289U listed and NFC 220(b). H. Duct Tape Sealing System: t l. Manufacturers: a. Design Basis: llardcast. 2. Model: ! a. Tape: DT b. IndoorAdhesive: FTA-20 c. OutdoorAdhesive:RTA-50I I. Fiberglass ductboard is not accepted without prior written approval ftom ihe specifier. II ' fi::afffi**l1ly;*:",ilfiTi"i:*fr:1"1#*:",,H?$:ffi::?'ffi1"1t",**"n . n€eds to be maintained. ! K. Flexible Duct Comector: I I . Flexible duct connector shall be used where ductwork connects to fans of apparahrs, or t apparatus casing to fans. 2. Connectors will meet NFPA 90A and 908 specifications and provide an airtight and waterproof seal.r i. ffi::ffil1ffTii1l,ll}?ilTil:vinr coated rabrics' 5. Connector shall be Ductnate PROFlex or approved equal. I 2.9 FABRICATION I A. Construct rectangular ductwork to meet all functional criteria defined in Section VII, oftheI :ffiIfii:f:i[::il:'tilx"J,ilTlflhYii,lfr:J:T']ilJ:fiT'*f,"tri":rffi and federal code requirements. I! Gore Creek Residences - Residentirl Vail, Colorado 03 Januarv 2005I Ductwork 15890-? c. I t I I I I I I I I I t I I I I I I I B. D. B. C. All low pressure ductwork is to be constructed for 2" W.C. positive and l" negative static pressure and 2000 FPM. All negative pressure ductwork shall be constructed for 2" W.C. negative and 2" W.C. positive static pressue and 2000 FPM velocity. Make all changes in direction using 1.5 radius elbows where possible. Use splitter vanes or mitered rectangular elbows with furning vanes otherwise. l. Use single thickness splitter vanes for all radius elbows less than 1.5 D=r. a. D = diameter ofduct or widlh of duct (in plane of change-in-direction). b. r: radius ofduct at duct centerJine. c. Use "Curve Ratios" of0.45 or greater (as defmed by figure 3-7 ofthe 1989 ASHRAE Fundanrntals Handbook). 2. Use single thickness turning vanes with no trailing edges in accordance with SMACNA Sandards. A. All mitercd, rectangular elbows in series. b. All mitered, rectangular elbows less than 36" in width (in plane of change-of- direction). 3. Use double width, airfoil type tuming vanes with no trailing edges for all, rectangular elbows greater than 36'' in width (in plane of change-of-direction). a. Isolated elbows have a minimum of 3D staight duct upstream and downstream of the change-indirection. Fabricate transition elbows with tuming vanes at correct angle so entering and leaving edges are parallel or tangent to air flow. All branch duct take-offs shall use 45" laterals or 45" "pantsleg" type fittings. Line ductwork as indicated below: l. Use one inch thick lining except where noted otherwise. 2. Dimensions indicate inside free area. 3. Line all supply ductwork. a. Round ducts concealed above ceilings and serving individual terminal unis may be wrapped in lieu of liner. 4. Line all retum ductwork. 5. Line all outside air ductwork. Ducts Exposed to Weather: Line all low velocity ducts exposed to weather with two inch thick lining. l. Dimensions indicate free area. 2. Seal ducts to tluee-inch static pressure standards. 3. Paint exposed surfaces with aluminum asphalt roof paint. Supply, retum or outside air ducwork, which is not lined (as noted above) is to have exterior insulation. See Section I 5250 for insulation requirements on unlined ductwork. l. Coordinate lined duct and insulated duct prior to bid. 2. Coordination of extent ofliner or insulation, after bid award, shall be as directed by Engineer at no additional cost to Owner. Gore Creek Residences - Residential Vall, Coloredo 03 Jenuery 2fi15 E. F. 2.to LIMNG Ductwork 15890-8 I I I PART3-Ex-ECUTToNI 3.1 INSTALLATIONOFDUCTWORK I A. Assemble and install ductwork in accordance with recognized industry practices, which will achieve air-tight and noiseless systems, capable ofperforming each indicated service. I B. lnstall each run with a minimum ofjoints.t C. Align ductwork accurately at connections, within 1/8" misalignment tolerance and with intemal surfaces smooth. I D. Support ducts rigidly with suitable ties, braces, hangers and anchors ofthe type, which will hold ducts true-to-shape to prevent buckling. t E. Seal ducts in accordance with SMACNA requiremenb for pressure class indicated. I l. Indoor Ducts: Use liquid or mastic sealant, or tape systerrl t 2. Outdoor Ducts: Use tape system, 3. Approved manufacnued joining systers with gaskets may be used in lieu oftransverse sealing' - F. Iocate ductwork runs, except as otherwise indicated, vertically and horizontally and avoid diagonal runs wherever possible. t G. Hold ducts close to walls, overhead construction, columns, and other strucnual and perrnanent- enclosure elements of the building. r t LiTJ;:ffi:,f"t,il.ffiHil: is shown forenclosure orconcealment ofducts' but 2. Where possible, locate insulated ductwork for I .0" clearance outside of insulation. I H. In finished spaces, conceal ductwork by locating in mechanical shafts, hollow wall construction or above suspended ceilings. I I. Where possible, avoid locating ducts on or near floor. l Where ducts must be located low, provide metal Eestle to protect duct at places where I duct will be climbed over. J. Coordinate the layout with suspended ceiling and lighting layouts and similar finished work. f K. Install access doors where necessary for inspection and maintenance. l. Provide additional 12" x12" access door at each low leakage damper. t 2' lT* iTJj:H:rT#i[e system air pressure wherever reasibre. b. Their latches are operable ftom either side, except where the duct is too small to be entered' I L. Where ducts pass through non-fire-rated interior partitions below ceiling and exterior walls: I l. Conceal the space between the construction opening and the duct or duct?lus-insulation with sheet metal flanges ofthe same gauge as the duct. I Ductwork 15890-9 Gore Creek Residences - Residential I Veil, Colorado 03 January 2005 2. Overlap the opening on all sides by at least l-1Y2". M. Provide volume dampers at branch take-offs. N. Where space permits, round or oval ductwork of equivalert dianrter nray be substituted for unlined rectangular ductwork. O. Provide 22-gauge aluminum ductwork for the fust 20 feet downsteam of any aluminum grille, Slope duct towards grille at l/8" /ft. DUCT LINER INSTALLATION A. Seal all exposed ends of liner with duct Iiner adhesive back a minimum of2" from ends. Seal all joints in liner a minimum of I " overlap. Seal all fasteners. B. Completely remove any loose material from each section of lined ductwork as it is installed. C. Intemlpt duct liner a minimurn of 18" upstream and 30 inches downstream of all electric resistance heaters in duct systern If ductwork is used for cooling, wap that portion of duct which is not lined and extend insulation an minimum of l?' beyond lining in each direction. DUCTIJAKAGE TESTING A. Installed ductwork shall be te$ed prior to installation ofaccess doors, take-offs, etc. B. All leak testing sball be witnessed by the Engineer or representative ofthe Engineer. The Contactor shall give ihe Engineer 72 hours notice prior to testing. Any testing not witnessed by the Engineer or his/her rcpresentative, shall be considered invalid and will be redone. C. The testing shall be performed as follows: l. Perform testing in accordance with HVAC Air Duct kakage Test Manual. 2. Use a certifred orifice tube for measuring the leakage. 3. Define section of system to be tesed and blank off 4. Determine the percentage of thc system being tested. 5. Using the percentage, determine $e allowable leakage (cftn) for that section being tested. 6. Prcssurize to operating pressure and repair arry significant or audible lealc. 1. Repressurize and measure leakage. 8. Repeat steps 6 and 7 wrtil the leakage measured is less than the allowable defined in step NOTE: It is recommended that the first 100'-300'of ductwork installed be tested to insure the quality ofihe workrnanship at an early stage. D. All transverse joints and longitudinal seams shall conform to SMACNA's Class A sealing requirements as defmed on page l-6 of the 1995 SMACNA Manual, Fi$t Edition. E. Constant Volume SystenrVSupply Ductwork Allowable Leakage F. Constant Volume Systens/Return Ductwork Allowable Leakage DUCTWORI( STORAGE A}ID CLEANING l% of desigr cfin 2% ofdesigp cfin Gore Creek Residences - Residential Vail, Colorado 03 Januan 2005 I I I I I t I I I I I t I I I I t I IDuctwork1s890-10 B, I I I I I I I I I t I I I I I I I I I Cleaning: l. Clean ductwork internally, uit-by-unit as it is installed, of dust and debris. 2. Clean external surfaces of foreign substances which might cause conosion of metal or deterioration of paint. Protection: l. 2. J. Store duct a minimum of4" above ground or floor to avoid damage from weather or spills. Cover all stored ducts to protect from moishue or debris. Cover all ends ofinstalled ductwork at the end ofeach workday or when dust and debris producing construction (such as fue proofing, drywall, sanding, or core drilling) is occurring. Ductliner pre-installed in stored duct which has become wet rnay be installed if fust allowed to completely dry out. Ductliner in installed ductwor( which has becom€ wet nrust be completely removed and replaced. Torn ductliner may be replaced by coating with adhesive if damaged is minor and isolated. Extensively damaged liner shall be replaced back to a straight cutjoint. ENDOFSECTION Gore Creek Residences - Residential Vail, Colorado 03 Januarv 2005 Ductwork contaminated or damaged above "shop" or "mill" conditions shall be cleaned, repaired or replaced to the Engineer's satisfaction. l. 2. J. I)uctlYork 15890-ll I I sEcrroN 15935 I AIRINLETS AI\D oLITLETs I PARTT-GENERAL I 1.1 CEILINGCoNSTRUCTION I A. Provide products compatible with ceiling construction. r 1.2 suBMrrrAls I A. Submit catalog data including throw, sound, pressure drop and physical dimensions. I 1.3 TNDUSTRYSTANDARDsIA. Provide products tested in accordance with ASHRAE 70-1991 150 Standard 5219, 150 Standard 3741. I PART 2 - PRODUCTS I 2,I GRILLEs AI\D RECTAI\GTJLAR DIFFUSERS I A. Manufacturers: I l. Design Basis: Titus 2. Other Acceptable Manufacturers:r i;ru; I B. Material: Steel or aluminum except: I l. where noted otherwise. I 2. Where required olherwise for fire rating. I 3. Grilles and diffusers in locker rooms, sbowers and toilet rooms in locker rooms to be I C. Finish: Baked white enamel except where noted. I D. Refer to the Drawings for required performance. I E. Match frame and border types to ceiling systern. I 2.2 sLorDIFFusERs wITH FAcroRy-suppr.rf,D pLENtrMs t A, Manufacturers: l. Design Basis: Titus I 2. Other Acceptable Manufacturers: a. Cames I I Air Inlets and Outlets 15935-l Gore Creek Residences - ResidentialI .J;il"""H;tl b. Kruger B. Material: Steel, aluminum or wood except: l. Where noted otherwise. 2. Required otherwise for fire rating. C. Finish: Baked white enamel except where noted. D. Inlet Size: Match duct size. E. Match frame and border tlpes to ceiling system. PART3 -EXECUTION 3.1 GENERAL A. Refer to architechual reflected ceiling plan for exact locations and ceiling types. B. Exposed rnounting screws: 1. Use tarnper proofscrews in countersunk holes. 2. Point screws to match frame. C. Fire Rated Ceilings: 1. Provide fursulation equivalent to ceiling construction above diftrser between ceiling opening and ceiling damper. D. Install security tlpe devices in accordance with manufacturer's directions. END OF SECTION III I I I I I I I I T I I I I I I I I IGore Creek Residences - Residential Vail, Colorado 03 Januarv 2005 Air Inlets and Outlets ts93r2 I t t I I I t I I I t SECTION 1s950 CONTROLS AI\ID INSTRT]MENTATION PART I -GEIYERAL 1.1 DESCRIPITON A. Work included: the conhols and inshurcntation system required for this work includes, but is not necessarily limited to: l. Boiler controls. 2. Circulation punp conhols. 3. IIVAC svstem contols. 4. Make upand ex}aust air mit conrols. 5. Domestic bot water contols. 6. All otber contol iterns indicated on the drawings, specified herein" or needed for a complete and proper contol installation in accordance with all pertinent codes and regulations. I.2 QUALITYASST]RANCE Installing contactor rnust be tlre direct errployee of the equipnrnt manufacturer or their authorized franchise and have been in a direct continuous relationship for a minimum of 3 years. Independent contactors purchasing equipment from wholesalers or other suppliers for installation are specifically excluded from this project 13 SIJBMITTAIS I In addition to conpliance with Section 15010, supply evidence of compliance wirh Paragraph 1.02 above.I I PARr2-PRopucrs B. c. T I T I t I CONTROLSYSTEMS General: Furnish and install a solid state electronic contol system as described on the drawings with conponents furnished and insta[ed by the terperature contsol manufacturer or by the manufacturefs representative. Provide all components, materials and wiring (except as noted herein) to make a conplete qntern capable of all contol requirements and fimctions descnlbed herein. Coordinate conhol requirements with project contactors and equipment suppliers to avoid conllict or omissions. Acceptable Manufactruers: This specification is a performance specification. Manufachrer must be approved by the mnsulting Mechanical Engineer before bidding. It is remgnized tbat packaged equiprrent comes with other nanres on contols and tbat some fimctions are accomplished with other named corrponents. This specification does not intend to prohibit this practice. Service: The control system and equipment shall be guaranteed for a period of one year from the date offinal acceotance at no additional cost to the owner. Gore Creek Residences - Residential Vail, Colorado 03 Januarv 2005 Controls and Instrumentation 15950-l Identification: Engraved micarta plates sball be furshlled to identi$ all major conhol units. On dl control devices and at interface points wilh building equiprrrcn! identiff wires and contol devices with adhesive backed inprcssed tape labels. I^abels shall indicate rmit firnctions, terp€rature set poinl and/or I.D. number referenced to contsol diagram Conrol drawings: l. The terperature contol manufacnner shall submit shop drawings or equipnren! contol panels and wiring diagrarns to the corsulting Mechanical Engineer for review 2. Upon review and return of above shop drawings, tbe terpera re contsol rmnufacNrcr shall disperse the required information to oiher tades involved in the work and shall coordinarc all aspects with then 3. Shop drawings shall consist of descriptive literature, contol diagrams, wiring diagrams, danper schedules, auto valve schedule, sequence of control piping diagrams for all valves and shall show equipment arrangement in all panel fronts. Show location in building for all parrls. Coordination: Refer to General Provisions and Divisions 15 and I 6. All automatic contol valves shall be fimished by tbe terryeranrre contol Danufactuer and installed under tlrcir supervision under Division 15000. All autoratic contol damperg unless otherwise specifie4 shall be furnished by the tenperature control manufachrer and installd under tbeir supervision under Division 15000. SEQTJENCT OF' OPERATION Main Heat Systenx l. Upon call fiom any radiant zon€, snowrnelt sptern, fan coil contol, domestic hot water or uit heater, the boilen stage on, circulation purps operate and rnaintain sptem supply terryeratue at 160 F (adj.). Provide an Ultra PhD Contol Module to handle all boiler fimctions trcluding radiant loop, domestic hot water, higb tenp water and sno\rmelt s)Btems. Radiant Heat: l. When zone calls for heag the rnain heat source system is activated, the radiant heat systcm circ punps operate and the 3-way valve is positioned via tbe contsoller. In addition to tbe limits noted in tlrc prpuU diagraq the controller resets the srpply terryoahre to tbe radiant grids from 80 F @ 6O F OAT to l20 F @ 20 F OAT (setpoine and span arc tully adjustable). In zones with both radiant and forced air hEat the radiant heat is the first stage. If setpoint caDnot be rnaintained tlre fancoil will operate on low speed and tbe heating wabr control valve will modulate to rxaintain selpoint terperatwe. Snowmelt l. The snow sensor (terrperanre and moisnre) signals the snowrplt punp and contoller to operate. All zones will open iheir reqpective control valves to circulate a 50% glycol solution to tbe gnd. Wlen rnoisture is no longer detected the conroller automatically initiates an adjustable tinrer to shut down the s)6tem to idle rnode. When outdoor air terperahrc is b€low 40 F (adj). Gore Creek Tunnel Vail, Colorado 03 January 2005 I I I I I I I T I T I I I I I T I t I D. E. F. G. B. c. Controls and Instrumentation 15950-2 I t t I I I I T I I T I t I I I I I I D. Domestic Water Heat: l. When aquastat on storage tank drops below set point, circ pumps for the tank operates. Main heating system operates. E. Cooling System: (Owner Option) l. Upon call for cooling from any zone thermostat, the two circuit condensing unit will operate to provide cooling to the respective fancoil system. Hot gas bypass and head pressure control permit condensing unit operation down to +lOoF. F. Miscellaneous Contol: l. Humidifrer: Upon call from humidistat and proof of airflow, humidifier operates. If fan coil is off,, humidistat will start fan and operate (after proof of airflow). 2. Cooling Sub-zones: In areas with cooling sub-zones, the cooling thermostat will operate a zone damper as shown on the plans. Sub-zone t-stat will not override the unit master t-stat. VALVES A. All automatic contsol valves shall be fumished by the tenperanre control manufactuer and irstalled under his supervision. B. Valves in water and anti-freeze sysbm shall be sized for not more than 3 psi drop. C. All valves sball open for firll supply water flow to heating or firll bypass water flow from cooling generation plant wtenever a loss ofpower or air supply to the valves occurs. FREEZE DETECTION TIIERMOSTATS Each snpply system with water coils taking any p€rcentage of outside air sball lnve a frer,ze detection thermostat located on the dowmheam side of tlrc coil. Thermostats shall be of adjxtable electric contact type, silver plated having manual reset with 20'flexible sensing bulb of increment twe with any section capable of actuatitrg mechanism on temperan[e dmp below set point. When ternperatue drops below set point, thermostat shall stop fan(s) and close outside air darper. They shall have an isolated set of contacts for alarm system and be automatically resetting. LOCALCONTROLPANEIS Provide and install control panels at each make-up air system and any o*rer system where it nmkes sense. Group these together into one panel when equipment is located in one equipment room. The panels shall be totally enclosed with hinged door and contain all relays, switches, gauges, etc. LC? shall have the ability to control a minimum of 16 zone stats and communicate with a cental computer if desired thnough an RS232 serial port connection. TIIERMOMETERS hovide and install a3-l?" dial, remote bulb thermometer adjacent to each remote bulb therrnostat which is not provided with temperanle indication by ano0rr part of this contact. Provide outside air sensing therrmmeter in each equiprnent roorn Gore Creek Tunnel Vail, Colorado 03 January 2005 Controls and Instrumentation t5950-3 2J WIRINGOFCONTROLDEVICES Contol devices carrying full load current ftmished by mechanical and wircd by electrical shall be locaEd at the device being controlled, unless shown on the drawings or rrnrhral agrcement is made between the contractors with no change in the contact price. 23 LOWVOLTAGEPOWER(ELECTRTCSYSTEM) All contol devices and panels containing low voltage power souces shall inherently conply with NEC Class II requirerrents (cunent limiting), or shall be supplied with branch circuit firsing to limit contol circuit curent to NEC Class II. All contol transforrners shall be of the inherent current limiting type, or shall be installed with primary disconnect and overload protection, 2.9 THERMOSTATS A. All insertion or immersion rerrnte bulb thermostats shall be ransmitter and panel rnounted contoller-receiver q/pe, ur ess specified otherwise. Provide local or remote terperahue indication at each sensing point. B. Trarsmitters shall be liquid filled capillary averaging bulbs of rnaximum length rurless specified otberwise. Liquid inserthn therrnostaB shall be provided with separable wells. C. Solid state sensors for dwt and air handling equipment shall be averaging type unless specified otherwise. Liquid sernors shall be provided with separable wells. D. T-stats shall be of the low voltage t,"e with a built in kqpad and display for programning and scheduling. T-stats shall have a limited tenporary setpoint adjustrrrcnt definable in progranrning a local override button with rernote override capability. The status of all irputs and outputs shall be monitored locally tluough the use of the kelpa.d and display. Thermostas sball $pport discharge air tenp€ratue high and low limits, outdoor heating 6nd sooling lockouts, fan proving, and be able to monitor filter status. The kelpad, unoccupied override and R9185 communications jacks shall be accessible, without rernoving the housing. T-stats must support a non-volatile rnernory in c-ce of power loss. hovide rernote and local cormnunications in accordarrce with EIA R9l85 standards. E. Mount all therrnostats at 60u above finished floor or as noted on Architectural drawines. zJA DIRTYFILTERGAUGES Provide and install differential prcssiure air filer gauges of suitable range with sensing tips located on the inlet and outlet side of all supply fan filt€rs. Ditrerential pressrue gauges Dwyer series 2000-AF Magnehelic or equivalent with scale range approxirnately ndce the pressure drop recomrrrnded for filter change. PART3.EXECUTION ISYSTEMCHECKOUT Prior to contol persons leaving job sitg they must confinn in writing to the Architect or engineer lbat all Isystems are operating satisfactorily as slrcwn on approved shop drawings. END OF SECTION 159s0-4 Gore Creek Tunnel Vail, Colorado 03 January 2lX)5 I I t I I t I I I I I I I I t I I Controls and Instrumentation I t t sEcrroN 15990 TEST-ADJUST-BALATICE PART 1- GENERAL t r r.l RESPONSIBTLITY II A. The Balancing Contractor shall be a sub-contractor, directly working for the General Contractor.I B. The Balancing Contractor shall not be a sub-contractor of any other Division 15 Contractor.I I 1.2 QUALITY ASSLJRAI\ICE r A. Qualifrcation: I I l. rilork shall be done by a firm certified by the National Environrnental Balancing Bureaur trf':l#"*fi:T;"[:1'-'"LxTT,iif iff"?'J*iTll3]1fii.,"" I Industry".2. The firm shall be an independent testing and balancing form specializing in testing and balancing of environmental syste[N. a 3. The frm shall have an experience record of not less than five (5) years experience in tle TAB industry. I B. Industry Standards: Comply with the following: I l. HVAC Systers-Testing, Adjusting, Balancing published by Sheetmetal and Air I Conditioning Contractors National Association" Inc. (SMACNA).t 2' ffi",ijffiHK:trl;Hffiff#;'ff;ffffiilift'#r*""lsv*erns3. ASHRAE Systems Handbook. Testing, Adjusting and Balancing. I C. Registration: Work shall be done under the supervision ofa professional engineer registered in Colorado. Engineer shall be available for all meetings and interpretation of all materials in the I report. - D. Prequalification of TAB Contactor. I 1. The frm nnrst have experience and qualifications satisfactory to the consultingI mechanical engineer and must be accepted by him prior to bidding. 2. Firms desiring approval to provide work under this section shall submit a booklet I indicating procedwes and data forms that they would use in the performance of the work. || 3. Submittals shall be in accordance with Section 15010. 4. Only fums which have been approved by the mechanical engineer prior to bid date may provide work under this section. r PART2-PRoDUcrs I 2.1 PRoDUcTs (Not applicable) I I I Test-Adjust-Balance f5990-l Gore Creek Residences - Residential I Vait, Cotorado 03 Januarv 2005 PART 3 -EXECUTION 3.I GENERAL A. Sequence work to commence after completion ofsystern and start-up procedures and schedule completion of work before Substantial Completion ofProject. B. Examine the insralled work and conditions under which testing is to be done to ensure that work has been completed, cleaned and is operable. C. Notiff the Contractor in writing of conditions detrirnenal to the proper conpletion of the test- adj ust-balance work. l. Do not proceed with the work until unsatisfactory conditions have been corected. 2- Provide Engineer/Architect u'ith a copy ofthe notification. D. Adjust flows to within 10% of values shown. If design flows cannot be obtained within specified limits the Balancing Contractor will perform the following (at the minirnrm): l. Measure and record rnajor pressue drops in the systern 2. Consult with the Engineer and Installer as required. 3. Upon receiving written directions to proceed and after any corrections are performed, re- balance affected portion of system. E. Optimization: Work closely with the Section 15950 contractor to optimize setpoints. 1. Establish the minimum air static pressure or water differential pressure for variable or bypass flow system. 2. Establish the position of minimum outside air danpers, damper/valve and sequencing relavs. F. Calibration: Be responsible for calibration of flow measurernent devices used as input to the temperatrre coDtrol system. All air systems flow measurement stations shall be calibrated against a pitot tube raverse or air diffuser capfurc hood. Balancing contractor shall assure accuracy of all flow measurement devices or shall repod on their failure to be accurate. G. Patch holes in insulation, ductwork and housings, which have been cut or drilled for test purposes, in a manner recommended by the original Installer. H. Make all final readings for each s)rstem at the same time, and after all adjustnents have been made. I. Mark equipment settings, including damper control positions, balancing cocks, circuit setters, valve indicators, fan speed contol settings and similar controls and devices, to show final settings at completion of test-adjust-balance work. l. Mark with paint or other suitable perrmnent identification material. J. Check all new thermal overloads. l. Identif improperly Fotected equipment in report. 3.2 AIR SYSTEMS A. Scope: All air systems are to be balanced. B- Before any adjusEnents are made, check for: Gore Creek Residences - Residentlal Vail, Colorado I t II I I I t 1 I I T I I t I I I I tTest-Adjust-Balance rs990-2 I. I I, 'f l. Dirty filte$, coils, or afu intakes. 2. Duct leakage tl 3. Filter leakagen 4. Danrper leakage, or blockage 5. Equipment vibratrons I 6. Correct &mper operation I . Simulate a pressure drop across filters equal to that when 50% loaded with dust. I l. Check fan motor amps with clean filters and simulated loaded filters, and report. D. Procedure: ! l. Measure and report all supply, return, exhaust, and ourside air systems by means of(4) r l* *tl$t;or" air inlets and ourlers. b. Pitot baverses of main supply, return, exhaust and ouside air ducts.It c. Rotating valve or velocity grid naverse of coils or filters. I d. :l1ffl1$:Joint on fan curve. Include compensation for effects of altitude I 2. Above measurements shall be made with system in normal, frrll load condition. a. Systems with economizers sball be measured al minimum outside air and 100% il outside air. I b. ;l.f##f"1t#ffim1€apability orevaporative cooling sections shall r c. VAV systems shall be measured at the zone level al maximum air condition, and at the main at the system diversity condition.f 3. Make main duct traverses or coiVfilter traverses and report operation at all other ' operating conditions (as applicable). I a. Smoke evacuation mode b. Fail over mode c. Two-speed fans 4. Set fan speed such that rmder no condition will the motor exceed the service factor ratingI when operating in any of the above possible modes. 5. Measure fan motor amps in each of the above possible operating modesI (clean filters).ts. a E. Exchange sheaves and belts as required to adust the rpm of all fans so they handle specified air at quantitY' F. Set minimum ou$ide air quantities I 33 HYDROMCSYSTEMS |! A. Scope: Balance all hydronic systens. IIr B. Before anv adiustnents are made: l. Check terryeratue control valve operation. t 2. Check purrp rotalion. 3. Adjust pressure reducing valve. 4. Rerrnve any roughing strainer screens in systems. I I Test-Adjust-Balance f5990-3 Gore Creek Residences - ResidentialI Vail. Colorado C. Using sptem flow rDeten, adjust rhe quantity of fluid handled by each purnp and supplied to each coil, piece of radiation, heat exchanger, cross-over bridge, blpass, etc., to meet desip requirements, D. Procedure: l. Measure and report all hydronic and domestic water recirculation systems by all of the below means which are applicable. a. Systen! pump, branch, or terminal llow nrasuring stations. b. Terminal or heat exchanger pressure drop, compare to submittal data. c. Plot operating point on pump curvc. Include compensation for effects of ternpera tue, viscosity and density. 2. Above measurements to be made and reported at full heating/cooling load. a. For 3-way valve terminalVheat exchangers set bypass flow to equal coil flow. b. For primary/secondary systerns, set crossover/bridle to have constant flow at all conditions. DETAILED REQUIREMENTS A. Measwe, adjust and report the following: IDlet and outlet pressure Air flow Fan speed Motor amps and KW Ductwork Systems: Air flow at each irlet and outlet. Filter pressure drop. Outside air percentage at minimm and ruximum setting. Air flow at supply, return! outside air and exhaust mains to determine total air flow. Pumps: a. Water flow b. Inlet and outlet pressue c. Motor amps and KW Radiation and Convectors: a. Inlet and outlet water tenperatue b. Air temperature (room) c. Water flow Cabinet Heaters. Unit Heaters. Entering air temperahre Leaving air temperatue Inlet and outlet water ternpeEture Water flow REPORT Provide a general inforrnation sheet listing: Instruments used: a. Most recent calibration date. Method of balancing. Altitude correction. Manufacturer's performance data for all air devices used. Gore Creek Residences - Residential Vail, Colorado l. Fans: a. b. d. I t I I I 1 t I I I I I I I I 3 l I I 3. 4. 5. a. b. c. d. a. b. d. l. ) 3. 4. Test-Adjust-Balance I T I I I I T I l I I I t t I I B. Provide data sheets for all equipment, including motors and drives, listing: 1. Make 2. Size 3. Serial number 4. Capacity Rating 5- Amperage 6. Voltage input 7. Thermal heater size for each motor 8. Operating speed of driver and driven devices 9. Any additional pertinent performance data C. Include design and final values for all items listed in Detailed Requirements, and totals for each systerl D. Provide data sheets showing: l. Air flow at each inlet and outlet 2- Insturnent used 3. Velocity reading 4. Manufacturer's fiee area factors E. Provide recap sheet with explanation for each device not meeting specified performance. F. Provide a set ofprints with equipment, inlets and outlets marked to correspond to data sheets. END OF SECTION I Test-Adjust-Balance 15990-5 Gore Creek Residences - Residential t vailo colorado I I I SECTION 16010 ELECTRICAL REQUIREMENTS I PARTI-GENERAL ! - I.O1 RNLATED DOCTJMENTS I A. This Section supplements Division 1, General Requirements. - B. Where contradictions occur between this Section and Division l, the most stringent of the two shall r. apply. Architect shall decide which is most stringent.a C. Provisions of Division 15 shall also apply to the work of this section as if firlly rcpeated here. - t 1.02 REGIJLATORY REQUIREMENTS I A. All rnaterials shall conform with the current applicable industry standards. Workmanship and neat 'I appearance shall be as important as electrical and mechanical operation. Defective or damagedt materials shall be replaced or repaired prior to final acceptance in a manner meeting approval ofthe Architect and at no additional cost to the Owner. || B. The latest editions of the following standards are minimum requirements- ;; l. Underwriters' Laboratories, Inc. (uL)I i H":Ji,':,i':s::1Yfr:ffiffiffi[,s*' ' 4. Institute of Electrical and Elechonic Engineen (IEEE) I 5. National Electrical Contractors Association (NECA) Standards of Installation.I -- C. All work and materials shall comply with latest rules, codes and regulations including, but not limitedr to the fotlowing: I I. OSHA. |1 2. National Fire Codes of Nafional Fire Protection Assoc. (NFPA)I i: il:I:Hi3i::ffii:*y,tr',1ffi"'ANslc2) 5. Americans With Disabilities Act (ADA) 6. All applicable Federal, state and local laws, code amendments and regulations. -D. Code compliance is mandatory. Nothing in these drawings and specifications permits work not conforming to these codes. I E. No work shall be concealed until after inspection and approval by proper authorities. If work is a concealed without inspection and approval, Contractor shall be responsible for all work required to I open and restore the concealed area including all required modifications. -:. I.O3 DMWINGSANDSPECIFICATIONS I A. Drawings indicate general arrangement of circuits and locations of outlets, conduit, and other work. Information shown on drawings is as accurate as planning can determine, but not guaranteed and fieldJI'- Electrical Requirements 160f 0-t Gore Creek Residences - Residential Vail. Colorado r, 03 JanuarY 2005 ll verification of all dimensions, locations, levels, etc., to suit field conditions is directed. Review all architectural, structural and mechanical drawings, and adjust all work to conform to all conditions shown tlrerein. Architectural drawings shall take precedence over all other drawings. Discrepancies between different drawings or between drawings and specifications or regulations and codes goveming installation shall be brought to attention of the Architect. B. The drawings are diagrammatic and indicate general arrangernent of electrical work. Locations are approximate and shall be subject to minor modifications as directed by the Architect. C. The Contractor shall provide all labor and materials necessary for the completion ofall work in this contract. fie completion of work shall include the successful operation of all electrical mmponents and systems in their intended manner whether expressly indicated or infened by the drawings and specifications. D. Instructions such as "provide.,." shall mean: 'Contractor shall be responsible for fumishing and installing..., complete in every respect." COOFDINATION DRAWINGS A. Coordination Drawings: l. Coordination drawings are prepared by the contractor for his use and are his responsibility to assure systems will be installed properly. 2. Submit drawings for review only in those places where clearances are limited, where space problems o(ist and for places where several elements of electrical work (or combinations of electrical and other work) must be located with precision in order to fit into available space with required clearances or workspace. 3. Clearly indicate solutions to space problems. Identification of space problems without solutions is not acceptable. 4. Acceptance by the Architect does not imply acceptance of any deviations from contract documents requirernents or acceptance of uncoordinated work. 5. Prepare Coordination Drawings at a suitable scale, showing the required dimensions. In addition to the mentioned areas above, also submit the following: a. All electrical equipment rooms and electrical equipmenl in fan rooms, boiler rooms, chiller rooms, etc. (/r"=l'4" scale). 6. Indicate the proposed locations of major raceway and busway systems. Include the following: a. Exlerior wall and foundation penetrations. b. Fire-rated wall and floor penetrations. c. Support details. d. Sizes and location of required concrete pads and bases. e. Electrical Room conduit stub-up locations. RECORD DRAWINGS A. Refer to Dvision I for additional requiremeats: B. Maintain a blueJine set of Electrical Contract Drawings in clean, undamaged condition, for mark-up of installations which vary from the Contract Drawings. These drawings shall be a s€parate set of drawings, not used for construction purposes, and shall be kept up to date as the job pmgresses. This set shall be made available for inspection by the Engineer or Architect at all times. Upon Gore Creek Residences - Residential Vall, Colorado 03 Januarv 2005 I t I I t 1.04 T I I I I I I I T I I t t I 1.05 Electrical Rcquirements 16010-2 t.07 I I I t I t I I t I I I l T I I I I I 1.06 completion of the contract a set of computerized "as builts" capable of interfacing with autocad software, shall be delivered to the Architect. C. Prepare record documenls in accordance with the requirements in Division I Section "Project Closeout". In addition to the requirements specified in Dvision l, indicate installed conditions for: l. Major raceway systems, size and location, for both exterior and interior and locations of manholes and conduit stub-up locations. 2. Locations (exposed and concealed) to be dimensioned from prominent building lines. 3. Approved substitutions, Contract Modifications, and actual equipment and materials installed. D. Record the locations and invert elevations of undersround installations. OPERATING AND MAINTENANCE MANUALS A. Refer to Division I for additional requirements. B. Submission: l. Submit typed and bound copies of Operating and Maintenance Manuals prior to scheduling systems demonstration for the Owner. 2. Bind each Maintenance Manual in one or more vinyl covered,3-ring binders, with pockets for folded drawings. a. Mark the back spine of each binder with sptern identification and volume number. C. Requirement Contents: l. Manuals shall have index with tab dividers for each submittal section identifying all equipment and materials installed on the project including a Iocal supplier for replacing a specific piece of equipment. 2. Provide certificates for such items ofequipment which have warranties in excess ofone year. 3. Provide test results for each specification section identified herein. DELTVERY, STORAGE, AND }IANDLING A. Deliver products to the project properly identified with names, model nurnbers, ty?es, grades, compliance labels, and other information needed for identification. B. Protection of Eguipment: I. All electrical equipment to be used in the construction shall be properly stored and protected against the elements. All equipment shall be stored under cover, and shall not be stored at the construction site on the ground, in mud, water, snow, rain, sleet, or dust. Large diameter cables may be stored on reels outside; however, all cable ends shall be waterproofed and the reels covered with weatherproof materials. Such weatherproofmaterials shall be heavy-duty, securely fastened, and made impewious to the elements. 2. Conventional electrical construclion materials such as building wire, outlet and junction boxes, wiring devices, condui! lighting fixtures, fittings, etc., shall be stored in construction buildings, covered trailers, or portable covered warehouses. Any equipment subjea to damage or corrosion from excessive moisture shall be stored in dry, heated areas. Any Gore Creek Residences - Residential Vail, Colorado 03 Januarv 2005 Electrical Requirements 16010-3 t Iequipment containing plastic or material subject to damaged caused by excessive heat or sunlight shall be stored to prevent such damage. This includes plastic ducts and lenses. Equipment damaged as a result of the above conditions shall be properly repaired at the Contractor's expense or shall be replaced at the Contracto/s expense, ifin the opinion of dre Engineer, the equipment has been damaged to such an extent ihat it cannot operate properly after repairs are made. All electrical enclosures exposed to construction damaged such as paint spots, spackling or plaster spatter, grout splashes, waterproofing cornpound, tar spots or nms, and pipe covering compound splashers, shall be completely covered and protected against damage. ln the event leakage into the building ofany foreign material or fluid occurs or may occur, the Contractor shall take all steps as described above to protect any and all equipment. After connections to electrical equipment are complete and the equipment is ready for operafion, all construction debris shall be removed from all enclosures. Such debris includes dust, dirt, v/irc clippings, tape, and insulation removed in order to make the connections. 1.08 SAFEryAND INDEMNITY The Contractor shall be solely and completely responsible for conditions of the job site, including safety of all persons and property during performance of dre work. This requirement will apply continuously and not be limited to normal working hours. See also General Conditions. No ac! service, drawings review or constntction review by the Architect or Engineer, is intended to include review of the adequacy of the Contractot's safety measures in, on, or near the construction site. PART2 -PRODUCTS 2.OI EQI.IIPMENTANDMATERIALS A. All equipment and materials installed shall be new, unless otherwis€ specified. B. All major equipment componenb shall have manufacturc/s name, ad&ess, model number and serial number permanently attached in a conspicuous location. 2.02 GENERALSTJBMITTALREQUIREMENTS A. Coordination and Sequancing: l. Coordinate submittals 2 weeks (min.) prior to expected order date so that work will not be delayed by submittals. 2. No extension oftime will be allowed because of failure to properly coordinate and sequence submittals. 3. Do not submit product data" or allow its use on the project until compliance with rcquirements ofContract Documents has been confirmed by Contractor. 4. Submittal is for information and recod unless otherwise indicated, and is not a change order request. B. Preparation ofsubminals: l. Refer to Division I requirements. Gore Creek Residences - Residential Vail, Colorado 03 Januarv 2005 3. I I I t I I I I I 4- 5. B. I I t I t I Electrical Requircments 160104 I I I t I t 2. Provide permanent marking on each submittal to identify project, date, Contractor, Subcontractor, submittal name and similar information to distinguish it from othersubmittals. 3. Indicate any portions of work which deviate from the Contract Documents- a. Explain the reasons for the deviations. b. Show how such deviations coordinate with interfacing portions ofother work. 4. Show Contractofs executed review and approval marking. 5. Provide space for Architects "Action" marking. 6. Submittals which are received from sources other than through Contractor's office will be retumed "Without Action". 7. Submittals shall be presented in a bound, neat and legible fashion and shall be retrrned "Without Action" if presented in any other fashion. C. Provide equipmant and shop drawing submittals as listed in each section that follows. I PART3.EXECUTION I 3.OI CONDITIONSATSITE II A. Visit to site is required of all bidders prior to submission of bid. The Contractor shall be familiar and I- aware ofall discemible conditions, and no extra payment will be allowed for work required because of these conditions, whether specifically mentioned or not. t B. Lines of other services and./or equipment that are damaged as a result of this work shall promptly be repaired at no expense to the Owner, I 3.02 LICENSES, FEES AND PERMITS lr A. Arrange for required inspections and pay all license, permil and inspection fees. Furnish a certificate of final inspections and approvals from local authority havingjurisdiction over electrical installation.I Inspections and Tests: I l. Arrange for all required inspections and tests. 2. Pay all charges. I 3. Notiff Architect 48 hours before tests. I 4. Submit one copy for Orvners records ofpermits, licanses, inspection reports and test reports. 3.03 WORKMANSHTPANDCONTRACTOR'SQUALIFICATTONS t A. Onty professional quality worknanship will be accepted. Haphazard or poor installation practice witl be cause for rejection of work.tI B. Provide foreman in charge of this work at all times. Foreman for this work shall have had experience in installing not less than 5 such electrical systems ofequal or greater complexity. I C, Where specifications call for an installation to be made in accordance with manufacture/s - recommendations, a copy of such recommendations shall at all times be kept in job superintendent's _ office. I - Electrical Requirements 16010-5 Gore Creek Residences - Residential Vall, Colorado I o3January 2oo5 I I I I I I T I I T t I T I T I I I T t A, B. 3.09 3.04 COORDINATION WITH OTHER TMDES Contractor shall coordinate work of this Division with other Fades to avoid conflict and to corrcct rough-in and other connection for equipmant fumished under other divisions that require electrical connections. Inform other trades ofrequired clearances ofaccesses for or around electrical equipment to maintain serviceability and code compliance. Verifu equipment dimensions and rough-in requirements for Divisions 2 thmugh l6 with provisions specified under this Section of work, and rcport any discrepancies to the Architect in ample time to prevant delap or unwarranted changes ofwork. 3.05 TESTING Provide all labor, materials, and equipmant necessary to make required tests. Tests shall be complete and results approved before final ins?ection is begun. 3.06 PROGRESSOF WORK Order progress ofelectrical work so as lo conform to progtess of work of other trades, and complete entire installation as soon as condition of building will permil Assume any cost resulting from defective or ill-timed work performed under this Division. 3.O7 CUTTING AND PATCHING General: Perform cutting and patching in accordance with Division I Section "Cutting and Patching'. In addition to the requircrnent specified in Division l, the following requircrne-nts apply l. Perform cutting, fitting, and palching of electrical equipment and materials required to: a. Uncover work to provide for installation of ill-timed work. b. Remove and replace defective work. c. Remove and replace worj< not conforming to r€quirements of dre Contact docunrents. d. Rernove sarnples ofinstalled work as specified for testing. e. Install equipment and materials in newly installed stucturcs. f. Upon written instructions from the Architect, uncover and restore work to pmvide for Architect obs€rvation of concealed work. SLEEVES A. Place sleeve in forms of walls, floor slabs and partitions for passage ofall conduits, pipes, and ducts installed under this Division. Sleeves shall be set in place a zufficient time ahead of concrete work so as not to delay that work. Install sleeves and ftrceways through exterior walls so as to provide a waterproof installation. All floor penetrations shall be made watertight. Conduits passing through walls shall be inslalled to preserve integrity ofthe wall rating (i.e., fire rating, sound rating, air, etc.). CLEANUP A. Rernove all materials, scrap, etc. relative to electrical installations and leave premises in a clean, orderly condition. Any costs to the Owner for cleanup of site will be charged to Contractor. At cornpletion, all equipnnnt, raceways, etc., shall be thoroughly cleaned and all residue rernoved from the inside and outside surfaces. Defaced finishes shall be refinished. Gore Creek Residences - Resldential Vail, Colorado 03 Januarv 2005 3.08 Electrical Requirements 1601||.6 I I I I I I I t I I I I t I I T I I I 3.IO TEMPORARY POWER A. Provide ternporary power as requested by the general Contractor and in accordance with OSHA and code requirements. Lighting and power outlets shall be provided throughout the project. Check with general Contractor prior to bid for special lighting and power outlets and provide as reeded. 3.11 MINORCHANGES A. The Owner reserves the right to make minor changes in the locations of outlets and equipment up to the time ofelectrical rough-in without any cost to the Owner. END OF SECTION Gore Creek Residences - Residentiel Vail, Colorado 03 Januarv 2fi)5 Elcctrical Requiremcnts 16010-7 t t t ri.:#^"Jr',f*3'* t PARTI-GENERAL I.O1 DESCRIPTION I A. The following lists ofmanufacturers are for the specifications as identified. B. AII submittals and documentation shall be in accordance with the project Ganeral Requirements, I Division t. t PARr2-PRoDUcrs 2.OI MANUFACTI.JRERS A. Subject to compliance with requirements, manufacturen ofiering products which may be incorporated in the work include, but are not limited to the following:T I t I I I I t I t I Manufacturers t 16080-1 Gore Creek Resldences - Residential Vail, Colorado 03 January 2005 TITLE SPECIFICATION SECTION MAI\[I.JFACTTJRER Raceways - Conduit & Tubing 161t0 Al Flex Corp. Allied Liquatite Triangle PWC, Inc. - Conduit Bodies l6l l0 Appleton Electric Co. Crouse-Hinds Div. Cooper Industries, Inc. Killark Electric Mfg. Co. Q-ZlGedney Steel CiW Wire and Cables 16120 16130 American Insulated Wire Corp. Cablec Continental Cables Co. Okonite Co. Southwire Co. Triangle PWC, Inc. TITLE SPECIFICATION SECTION MANUFACTTJRER Electrical Boxes & Fittings - Raintight outlet boxes - Bushings, lcrockout closures and loclcruts | 6135 l6l3s Appleton Electric Co. RACO Div; Hubbell, Inc. OZGedneyCo. Steel City Appleton Elecnic Co. Midland-Ross Corp. Midwest Electric; Cooper Industies, Inc. OZGedney Co; Ganeral Signal Co. RACO Div; Hubbell, Inc. Thomas & Bets Co., Inc. Wiring Devices - Receptacles & Switches -Dimmers 16140 16140 Bryant Electric Co. Hubbell, Inc. Pass and Seymour, Inc. Lutron Lighrolier Supporting Devices - Slotted Metal Angle & U-channel Systems - Conduit Sealing Bushings 16190 16190 American Electric B-Line Systerns, Inc. Unistut Diversifi ed Products O/Gedney RACO, Inc. Spring City Electrical Mfg. Co. Thomas and Betts Corp. Panelboards Overcurrent Protection Devices -Circuit and Motor Disconnects -Fuses Connections t6210 t6260 16260 16260 Cufler-Hammer General Electric Company Siemens (I-T-E) Square D Company Cutler-Hammer General Electric Company Siemens (I-T-E) Square D Company Bussman Gould Shawmut Littlefuse Appleton Electric Co- Burndy Corp. Ideal Industries. Inc. Gore Creek Residences - Rcsidentlal Vail, Colorado 03 Januarv 2fi)5 I I I t I I I t I t I t I I I I I I I Manufacturers 16080-2 Interior and Exterior Lighting 16450 16460 Refer to Drawings and Schedules Grounding 16350 Cadweld Div; Cooper Industries Ideal Industries Bundy Corp- OZ Gedney Div: General Sigal Corp. Lighting Control Equipment 16480 General Electric Co. Lithonia Control Systerns PART 3 - EXECUTTON (NOT USED) ENDOF SECTION Gore Creek Rcsidenccs - Residential Vail, Colorado 03 Januarv 2005 16080-3 I I I I SECTION 16110 I RACEWAYS ) PARTI-GENERAL I-I,O1 RELATEDDOCUMENTS I A. Drawings and ganeral provisions of Conhact, including Gareral and Supplemortary Conditions and Division I Specification Sections, apply to this section. I B. Requiremants of the following Dvision l6 Sections apply to this Section:I L "Electrical Requiremants." r 1.02 SUMMARY r A. This Section includes raceways for electrical wiring. Types of raceways in this section include the .; followins: I. Electrical meallic tubing (EMT). - 2. Flexible metal conduit. I 3. Intermediate metal conduit (lMC). 4. Liquidtight flexible conduit. 5. Rigid metallic conduit. | 6. Surface raceways. 7. Rigid non-metallic conduit. 8. Wireway. r t.o3 sLJBMITTAIS I A. General: Submit the following in accordance with Conditions of Contract and Division I Specification I Section. I B. Product Data for the following products: I l. Raceways and fittings. 2. Wireways and fittings. I C. Installation Instructions: Manufacture/s written installation instructions for wireway, surface raceway, and nonmetallic raceway products. I 7.04 QUALITYASSURANCE t A. Electrical Componart Standard: Components and installation shall comply with NFPA 70 "National I Electrical Code." B. NEMA Compliance: Comply with applicable requirernents ofNEMA standards pertaining to raceways. I C. UL Compliance and Labeling: Comply with applicable requiranents of UL standards pertaining to _ electrical raceway systern^s. Provide raceway products and components Iisted and labeled by UL. t Raceways 15110-l Gore Creek Residences - Residential Vail. Colorado 03 January 2005I I I I1.05 REFERENCES In the absence of other information, standards ofthe following organizations apply: I . ANSI C80.1 Rigid Steel Conduit, Zinc Coated. 2. ANSI C80.3 Electrical Metallic Tubing, Zinc Coaled. 3. ANSVNEMA FB I Fittings and Suppons for Conduit and Cable Assemblies. 4. NEMA RN I PVC Extemally Coated Galvanized Rigid Steel Conduit and Electrical Metallic Tubing. 5. NEMA TC 2 PVC Fittings for Use with Rigid PVC Conduit and Tubing. 6. NEMA TC 3 PVC Finings forUse with Rigid PVC Conduit and Tubing. 1.06 RESTRICTIONS A.Attachmenl ofconduit and tubing to any exterior part ofthe building envelope is prohibited without lhe appmval of Academy School District Twenty and compliance with Division 07 of these Technical Guidelines. Horizontal conduit runs within concrete slabs above grade are prohibited. l. Limil horizontal runs in concrete slabs to branch circuits feeding cast in place floor outlets only. PART2-PRODUCTS 2.01 METAL CONDUIT AND TI.JBING F. Raceways Rigid steel conduil shall be hot-dipped galvanized rigid steel and cornply with U-S. Standard UL6 and ANSI Standard C80.1. PVC extemally coated conduit: NEMA RN I rigid steel conduit with external40 mil PVC coating and internal galvanized surface. Finings and conduit bodies: ANSVNEMA FFB l; threaded t1pc, rnaterial to match conduit Intermediate metal conduit and fittings: Conduit galvanized steel. Fittings and conduit bodies ANSVNEMA FB l; threaded type, matedal to malch conduit. Electrical metallic tubing (EMT) shall be galvanized on the outside and coated on the inside with a hard, smooth lacquer finish. EMT fittings shall be set screw. EMT shall comply with W 797 and ANSI C80.3. L Fittings: ANSVNEMA FBI; High quality, insulated throat, steel set screw. Die cast fittings are prohibited. 2. De cast fittings are prohibited. 3. High quality compression is required on surface work in kitchens, greerhouses, and other areas where waterproof fittings arc required by NEC. 4. Conduit bodies: Aluminum, steel or malleable iron. PVC is prohibited. Flexible metallic conduit shall be galvanized steel with steel fittings. Gore Creek Residences - Residential Vail. Colorado 03 Januarv 2005 B. T I t I I I I I I I I I I I B. c. D. E, I t 161lG2 t I I l. Fittinss and conduit bodies: ANSUNEMA FBt: material to match conduit. I G. Liquid tight flexible metal conduit and fittings:I l. Conduit: Flexible metal conduit Mth PVC jacket. 2. Fittings and Conduit Bodies: ANSI/NEMA FFBI; Material to match conduit; waterprcof I 2.02 NONMETALLICCONDUITANDDUCTS I A. Rigid Nonmetallic Conduit (RNC): NEMA TC 2 and UL 651, Schedule 40 or 80 PVC. I B. PVC Conduit and Tubing Fittings: NEMA TC 3; match to conduit or conduit/tubing t)?e and material. I C. Conduit, Tubing ard Duct Accessories: Types, sizes and materials complying with manufachrefs published product information. Mate and match accessories with raceway. 1f D. Plastic conduit shall be rigid polyvinyl chloride @VC) Schedule 40 for direct burial or Type I for concrete encased, rated for 90oC. I 2.03 CONDUITBODIESI A. General: Types, shapes, and sizes as required to suil individual applications and NEC requiranents. Provide matching gasketed covers secured with corrosion-resistant screws.t B. Metallic Conduit and Tubing: Use metallic conduit bodies. Use bodies with tbrcaded hubs for f threaded raceways. ,I C. EMT Conduit Bodies I Inch and Smaller: Use bodies with steel compression gland connectors and couPlings. r D. EMT Conduit Bodies I Inch and Larger: Use bodies with steel compression gtand connectors and couplings. !| E. Nonmetallic Conduit and Tubing: Use nonmetallic conduit bodies conforming to UL5l4B. I PART3-EXECUTIoN 3.OI WIRINGMETHOD II A. Outdoors: Use the following wiring methods: (lncluding the parhng tunnel) I l. Exposed: Intermediate metal conduit. t 2. Concealed: Intermediate metal conduiL 3. Underground, Single Run: Rigid non-metallic conduit. f 4. Underground, Grouped: Rigid non-metallic conduit. I 5. Connection to Vibrating Equipment; includingtransformers,pneumatic orelectrical solenoid, and motor-operated equipment Liquidtight flexible metal conduit. I B. Indoors: Use the following wiring methods:! l. Exposed: Intermediate metal conduit.I ' Receways 16110-3 Gore Creek Residences - Resldentiel Vail, Colorado 03 January 2005I 3.U2 Concealed: Electrical metallic tubing. Connection to Vibrating Equipmant; including transformers, pneumatic or electric solenoid, and motor-operated equipment: Flexible metal conduit. Connection to vibrating equipment in moist/humid or corrosive atmosphere; including pneumatic or electric solenoid, and motor - operated equipment: Liquidtight flexible metal conduit. INSTALLATION A. General: Install electrical raceways in accordance with manufacture/s written installation instructions, applicable requirements of NEC, and as follows: B. Conceal Conduit and EMT, unless indicated otherwisg within finished wall, ceilings, and floors. Keep racewa)6 at least 6 inches away from parallel runs of flues and steam or hot water pipes. Install racewa)6 level and square and at proper elevations. C. Elevation of Raceway: Where possible, install horizontal raceway runs above water and steam piping, D. Cornplete installation ofelectrical racewap, before starting installation ofconductors within raceways. E. Provide supports for raceways as specified elsewhere in Division 16 and in accordance with NEC and local authorities seismic requiremen ts. F. Prevent foreign matter from entering raceways by using temporary closure protection. G. Protect stub-ups from damage where conduits rise from floor slabs. Anange so cuwed portion of bends is not visible above the finished slab. H. Make bends and offsets so the inside diameter is not effectively reduced. Unless otherwise indicated, keep the legs ofa berd in dre same plane and the straight legs of offsets parallel. L Use raceway fittings that are of t)?es compatible with the associated raceway and suitable for the use and location. For intermediate steel conduit, use threaded rigid steel conduit fittings except as otherwise indicated. J. Run concealed nceways with a minimum ofbends in the shortest practical distance considering the tlpe ofbuilding conskuction and obstsuctions except as otherwise indicated. K. Raceways embedded in slabs (Maximum conduit size l " outside diameter): Install in middle third of the slab thickness where practical and leave at least 2 inch concrete cover. Tie racewa)6 to rcinforcing rods or otherwise secure them to prevent sagging or shifting during concrele placement. Space raceways laterally to prevent voids in the concrete. Submit conduit routing to Architec/Structural Engineer for approval prior to installation. L. Install exposed racewa)6 parallel and perpendicular lo nearby surfaces or structural members and follow the surface contouls as much as practical. All exposed conduit runs shall be approved by architect prior to installing. M. All exposed conduit in public areas shall be painted to match sunounding walls, verify exact color with architect. N. Run exposed, parallel, or banked raceways together. Make bends in parallel or banked runs from the Gore Creek Residences - Residential Vall, Colorado 03 Januan 2lX)5 I I I I I t T I I I t t I I t I I I I 2. .]. 4. Raceways l6ll0-4 o. P. a. R. S. T. U, w. I l I I I I I t I I T I I t t I T I I X. Raceways same center line so that the bends are parallel. Factory elbows may be used in banked runs only where they can be installed parallel. This requires that there be a change in the plane ofthe run such as from wall to ceiling and that the raceways be ofthe same size. In other cases provide field bends for parallel r:lceways. Join raceways with fittings designed and approved for the purpose and make joints tight. Where joints cannot be made tight, use bonding jumpers to provide electrical continuity of the raceway system. Make raceway terminations tight. Where terminations are subject to vibration, use bonding bushings or wedges to assure electrical continuity. Where subject to vibration or dampness, use insulating bushings to protect conductors. Use expansion fittings at building expansion joints. Tighten set screws of thrcadless fittings with suitable tool. Terminations: Where raceways are terminated with locknuts and bushings, align the raceway to erter squarely and install the locknuts with dished part against the box. Where terminations cannot be made secure with one locknu! use two locknuts, one inside and one outside the box. All conduit connections to junction boxes shall have insulated bushings. Where terminating in threaded hubs, screw the raceway or fitting tight into the hub so the end bears against the wire protection shoulder. Where chase nipples are used, align the raceway so lhe coupling is square to the box, and tighten the chase nipple so no threads are exposed. Install pull wires in empty raceways. Use no. l4 AWG zinc-coated steel or monofilament plastic line having not less than 2001b tensile strength. Leave not less than 12 inches or slack at each end ofthe pull wire. Telephone and Signal System Raceways: In addition to the above requirements, raceways 2-inch and smaller shall have a maximum length of 150 feet with a maximum oftwo 90" bends orequivalent. Install pull orjunction boxes where necessary to comply with these requirements. Install raceway sealing fittings in accordance with the manufacturet's written instructions. Locate fittings at suitable, approved, accessible locations and fill them with UlJisted sealing compound. For concealed raceways, install each fitting in a flush steel box with a blank cover plate having a finish similar to that of adjacent plates or surfaces. Install raceway sealing fittings at thc following points and elsewhere as indicared: 1. Where conduits pass from warm locafions to cold locations, such as the boundaries of refrigerated spaces, air-conditioned spaces and.walk-in coolers. 2. Where required by the NEC. Stub-up Connections: Extend conduits through concrete floor for connection to freeslanding equipmenl with an adjustable top or coupling threaded inside for plugs and set flush with the finished floor. Extend conductors to equipment with rigid steel conduit; flexible metal conduit may be used 6 inches above the floor. Where equipment connections are not made under this contract, install screwdriver-operated threaded flush plugs flush with floor. Flexible Connection: Use short length (maximum of 6 ft.) of flexible conduit for recessed and semi- recessed lighting fixlures, for equipment subject to vibration, noise transmission, or movernent; and for all motors. Use liquidtight flexible conduit in wel locations. Install separate ground conductor across fl exible connections. Install nonferrous conduil or tubing for circuits operating above 60 Hz. Gore Creek Resldences - Residential Vall, Colorado 03 Januan 2005 16il0-5 Y. PVC externally coated rigid steel conduit: Use only fittings approved for use with that material. Patch all nicks and sc,rapes in PVC coating after installing conduit. Z. Install all underground conduits 30 inches below finish grade unless noted otherwise. AA. Surface Metal Raceway: Install a separate green ground conductor in raceway from thejunction box supplyrng the raceway to r€ceptacle or equipment ground terminals. 3.03 STZING A. Sizes of conduits, rmless specifically shown ofierwise, shall be determined from Table 38, Chapter 9 ofthe latest National Electrical Code. B. All other raceway sizes shall be calculated based on maximurn fill rcquirernents of dr raceway. 3.04 ADruSTINGANDCLEANING A. Upon complefion of installation of raceways, inspect interiors of raceways; clear all blockages and rernove burn, dirt, and construction debris. ENDOFSECTION Gore Creek Resldences - Residentlel Vail, Colorado 03 Januarv 201)5 I I I I I I I t I I I T t I I I I ! I Raceways 16lilL6 I t SECTION 16120I WIRESANDCABLES a I PARTI.GENERAL I l.0l RELATEDDOCUMENTS I A. Drawings and general provisions ofContract, including General and Supplementary Conditions and Division I Specification Sections, apply o this Section.a t B. Requirements of the following Division 16 Sections apply to this seclion: I Electrical Requirements. I 1.02 SUMMARY I A. This Section includes wires, cables, and connectors for power, lighting, signal, control and related I systems rated 600 volls and less. . B. Related Sections: The following Sections contain requirements that relate to this section: I l. Division 2 Section "Earthwork" for trenching and backfilling. ' 2. Division 16 Section "Electrical Boxes and Fiitings" for connJclors for terminating cables in boxes and other electrical enclosures- I 1.03 STJBMTTTALS A. Product Data for electrical wires, cables and connectors. I 1.04 QUALITYASSURANCE Regulatory Requirements: Comply with provisions of the following code:I I B. NFPA 70 'National Elecrrical Code." I l. Conform to applicable codes and regulalions regarding toxicity ofcombustion products of I insulating materials. C. UL Compliance: Provide components which are listed and labeled by UL under the followingr standards. I t. uL std. ,14 Rubber Insulated Wires and cables I ?: Ui 3lt 13* l[y3:H:':,*i151T''ffi"ifJ.i; u.. wi,h copperr 4. uL std. 8s4 3""1,0#'3li;""* ."0,". I D. NEMA./ICEA Compliance: Provide components which comply with the following standards:t | . WC-5 Thermoolastic-Insulated Wire and Cable for the Transmission and Distribuiion of Electrical Energy.r I Wires and Cables 16120-l Gore Creek Residences - Residential t vail, colorado 03 Januarv 2005 I 2. WC-7 Cross Linked Thermosetling Polyethylene-Insulated Wire and Cable for the Transmission and Distribution of Electical Energy. IEEE Compliance: Provide components which comply with the following standard. l. Std. 82 Test procedures for Impulse Voltage Tests on Insulated Conductors. PART 2 -PRODUCTS 2.01 WIRES AND CABLES (6OOVOLT) General: Provide wire and cable suitable for the temperature, conditions and location where installed Conductors: Provide solid conductorc for power and lighting circuits no. l0 AWG and smaller. Provide stranded conductors for sizes no. 8 AWG and largcr. Conductor Material: copper for all wires and cables with conductivity ofnot less than 98% at 20oC. Basic Construction: UL rated sizes 600 Kcmil to 10ffi Kcmil Class B stranded coated copper conductor, insulatedwith acomposite wall ofa flexible thermosetting dielectric based on an ethylene- propylene type elastomer and a tough heat, flame and soil resistant thermosettingjacket. l. Insulation Jacket: The conducton shall be insulated with a thermosetting material based on an ethylene-propylene elastomer and covered with a mechanically rugged thermosetting chlorosulphonated potyethylene compound. The insulation shall be tight fitting to the conductor but shall be clean stripping. 2. Identification: The cable jacket shall be surface printed with the manufacturet's name, conductor size, insulation andjacket t)rye, any applicable UL ratings. 3. Production Tests: High voltage AC Test - Affer not less than six (6) hours immersion in water and while still submerged, each production reel lcngth of completcd cable shall be subjected to a high voltags AC test for five minutes at the potential 8.0 KV for 500 kc mil and 10.0 KV for 750 kc mil and larger. a. Insulation Resistance Test - lmmediately after the high voltage AC test and while still submerged, an insulation rcsislance test shall be made. The insulation resistanc€ constant shall not be less than 20,000 megohms- 1000 ll. when corre.cted to 15.6 C. 4. Refer to Section 16010 "Electrical Requiremene" for additional cable rcsting. Secondary voltage cables and wires shall be copper single conductor rated 600 volts conforming to or exceeding ICEA Specifications and shall be as follows: l. In sizes l/0 AWG to 4/0: Crosslinked polyethylene insulation type XIIHW (75-90t.) or THWN. In sizes 250 MCM and larger; Typc RHWAJSE or THWN. In sizes I AWG and smaller: Allconductors shall have heat/moisture resistant thermoplastic insulation type THWN (75oC.), except as follows: a. Where conduit temp€rature will exceed I fl)"F., use tlpe TIf IIN (90"C.). b. In 120 volt incandescent fixtures, type SF-2 or SFF-2 ( 150-200oC.). c. In wircway of fluorescent lighting fixtures type THHN (90"C.). Grounding Conductors: Shall be of the same type as iF associated phase conductors. Provide 2001b. Test pull string in conduits for use by system furnished and installed by others. Gore Creek Residences - Residential Vail, Colorado 03 Januery 2lX)5 E. I t t I I I I I t I t I I I I I I t I ) J. A. B. C. D. E. 4. 5. 6. Wires and Cables 16120-2 F. F. G. H, I I I l I I I t I t I t I I I I I Insulation: Provide THHN insulation for all conductors size 500 Kcmil and smaller. I. Jackets: Factory-applied nylon or PVC extemal jacketed wires and cables for pulls in raceways over 100-feet in length, for pulls in raceways with more than three equivalent 90" bends, for pulls in conduits underground or under slabs on grade, and where indicated. Connectors for Conductors: l. Provide UL-listed factory-fabricated, solderless metal connectors ofsizes, ampacity ratings, materials, types and classes for applications and fo? services indicated. Use connectors with temperature ratings equal to or greater than those of the wires upon which used. PART3-EXECUTION 3.01 WIRING METHOD Use the following wiring methods as indicated: l. Wire: install all wire in raceway. 2. The use of non metallic sheathed cable in residences is permitted- 3.02 INSTALLATION OF WIRES . All wiring shall be routed through an acceptable raceway regardless of volaage application, unless specified otherwise under other Sections of these Sp€cihcations. Pull no wire into any portion of conduit system until all construction work which might damage the wire has been completed. Change branch circuit wire from #12 AWG TO #10 AWG where more than 3 cunent<arrying conductors are in one conduit. Minimum wire size shallbe #12 AWG except for conrol orsignal circuits which may be #14 AWG. Unless otherwise indicated, allwiring for branch circuiB shall be # l2 AWG in 3/4" conduit, protected by 20 amperes circuit breakers. lfdistance from panel to first outlet is 75 feet or greater (for 120 volt circuits) # l0 AWG shall be installed. Install all wire continuous from outlet to outlet or terminal to terminal. Splices in cables when required shall be made in handhold, pull boxes, orjunction boxes and shall be in strict accordance with cable manufacturer's recommendations utilizing solderless connectors UL approved for the use. Make up splices in outlet boxes with 8" ofconectly color-coded tails left in box. Splices in wire size #8 AWG and smallershall be made with insulaled spring type wire connectors. Splices in larger wire and cables shall be made with compression approved for the purpose. All insulating tape used on circuits of600 volts and less shall be 3M #33, Plymouth Slipknot Grey or approved equal- Make all ground, neutral, and line connections to receptacle and wiring device terminals as recommended by manufactuer. Provide ground jumper from outlet box to ground terminal of receptacle. Maximum thrce phase and one neutral conductors oer conduit unless noted otherwise. Gore Creek Residences - Residential Vail, Colorado 03 January 2005 G. B. c. D. E. I I Wires and Cables r6120-3 J. Provide sepafirte raceways for power and control wiring. 3.03 FIELD QUALITY CONTROL A. Prior to energizing, check installed wires and cables wifi megohm tneter to determine insulation resistance levels to assure requiremenb are fulfillcd. Prior to energizing, test wires and cables for electsical continuity and for short-circuits. Subsequent to wire and cable hook-ups, energize circuits and demonstrate proper functioning. Corrcct malfunctioning units, and retast to demonstrate compliance. hior to completion ofpmject, an infrared scan ofeach equipment connection shall be performed whcn all loads are energized. END OF SECTION Gore Creek Residences - Residential Vail, Colorado 03 Jannary 2lX)5 B. C. t I T I I I I I I I I I I I I I I I I Wires and Cables t5r2|'-4 I I I l I I I I I I I T I SECTION 16135 ELECTRICAL BOXES AND FITTINGS PART I - GENERAL I.OI RELATEDDOCUMENTS Drawings and general provisions of Contract, including General and Supplementary Conditions and Divisjon I Specification Sections, apply to work ofthis section. This section is a Division l6 Basic Electrical Materials and Methods section, and is a part of each Division l6 section making reference lo electrical wiring boxes and fittings specified herein. l.o2 DESCRIPTION OF WORK Drawings are diagrammatic. All bends, boxes, fittings, couplings are not necessarily shown. Supply as necessary to comply with NFPA-70. Types of electrical boxes and fittings specified in this section include the following: l. Outlet boxes. 2. Junction boxes. 3. Pull boxes. 4. Bushings. 5. Locknuts. 6. Knockout closures. 1.03 QUALITY ASSURANCE Manufacturers: Firms regularly engaged in manufacture ofelectrical boxes and fittings, of t1pes, sizes, and capacities required, whose products have been in satisfactory use in similar sewice for not less than five years. Installe/s Qualifications: Firm with at least five years ofsuccessful inslallation experience on projects utilizing electrical boxes and fittings similar to those required for this project. NEC Compliance: Comply with NEC as applicable to construction and installafion of electrical wiring boxes and fittings. UL Cornpliance: Clrnplywith applicable requirements oful- 50,lJL 514-Series, and UL 886 pertaining to electrical boxes and fittings. Provide electrical boxes and fittings which are Ullisted and labeled. NEMA Compliance: Comply with applicable requirernents of NEMA Stds/Pub No.'s OSl, OS2 and PUB 250 pertaining to outlet and device boxes, covers and box supports. Fcderal Specification Compliance: Comply with applicable requiremmts of FS W-C-586, "Electrical Cast Metal Conduit Outlet Boxes, Bodies and Entrance Caps". Gore Creek Residences - Residential Vail, Colorado 03 January 2fi)5 B. B. B. C. D, E F. I I I I I I Electrical Boxes and Flttings 16l3Al I.O4 SUBMITTALS A. Product Data: Submit manufacturet's data on electrical boxes and fittings. B. Shop Drawings: Submit layout drawings of electrical floor, junction and pull boxes showing accurately scaled box layouts and their spatial relationship to associated equipment PART 2 - PRODUCTS 2.01 FABRICATED MATERIALS Outlet Boxes: Provide galvanized flat rolled sheet-sheet outlA wiring boxes, of shapes, cubic inch capacities, and sizes, including box depths as required, suitable for installation at respective locations. Construct outlet boxes with mounting holes, and with cable and conduit-size larockout openings in bottom and sides. Provide boxes with threaded scrcw holes, with corrosion-rcsistant cover and grounding screws for fastening surface and device type box covers, and for equipment type grounding. 1. Outlet Box Accessories: Provide outlet box accessories as required for each installation, including box supports, mounting ears and brackets, wallboard hangers, box extension rings, fixture studs, cable clamps and metal straps for supporting outlet boxes, which are compatible vdfi outlet boxes being used to fulfill installation requirernants for individual wiring situations. Choice of accessories is Installer's code-compliance option. Device Boxes: Provide galvanized coated flat rolled sheet-steel non-gangable device boxes, of shapes, cubic inch capacities, and sizes, including box depths as indicated suitable for installation at respective locations. Construct device boxes for flush mounting with mounting holes, and with conduit-size knockout opanings in bottom and ends, and wi0r threaded ssrew holes in end plates for fastening devices. Provide conduit connectors and corrosion-resistant screws for equipment type grounding. 1 . Device Box Accessories: Provide device box accessories as required for each installation, including mounting brackets, device box extensions, switch box supports, plaster ears, and plasterboard expandable grip fasarers, which are cornpatible wilh device boxes being utilized to fulfill installation requirernents for individual wiring situations. Choice of accessories is Installet's code-compliance option. Raintight Outlet Boxes: Provide corrosion-resistant cast-metal raintight outlet wiring boxes, oftypes, shapes and sizes, including depth of boxes, with threaded conduit holes for fastaning electrical conduit, cast-metal face plates with spring-hinged watenight caps suitably configured for each application, including face plate gaskets and conosion-resistant plugs and fastarers. Junction and Pull Boxes: Provide galvaniznd code-gauge sheet steel junction and pull boxes, with screw-on covers; of types, shapes and sizes, to suit each respective location and installation; with welded seams and equipped with stainless steel nuts, bolts, screws and washers. Bushings, Knockout Closures and Locknuts: Provide Conosion-resistant box lcrockout closures, conduit locknuts and malleable iron conduit bushings, offset connectors, of types and sizes, to suit respective installation requjrements and applications. Gore Creek Residences - Residential Vail, Colorado 03 Januery 2005 I I I I I I I I I T I I I I I ! I t I B. C. D. E. Electrical Boxes and Fittlngs 16135-2 t I PART3 - EXECUTION I 3.OI INSTALLATIoN oF ELECTRICAL Bo)GS AND FITTINGS I A. General: Install electrical boxes and fittings in accordance with manufacturer's writtea instnlctions, I appticable requirements of NEC and MCA's "Sbndard of Installation", and in accordance with recognized industry practices to fulfill project requirements. I B. Coordinate installation of electrical boxes and fittings with wire/cable, wiring devices, and raceway I . installation work. I C. Provide weathertight outlets for inlerior and exterior locations exposed to weather or moisture. I D. Provide lgrockout closures to cao unused lqockout holes where blanks have been removed. I E. Install electrical box"s in tt os" lo"ations which ensure ready accessibility to enclosed electrical wiring. - F. Installing boxes back+o-back in walls shall not be permifted. Provide not less than 6" (150 mm) of I separation. G. Position recessed outlet boxes accurately to allow for surface finish thickness, f H. Avoid using round boxes where conduit must enter box through side of box, which would result in difficult and insecure connections when fastened with loclcrut or bushing on rounded surfaces. t l. Fasten electrical boxes firmly and rigidly to substrates, or structural surfaces to which attached or solidly embedded electrical boxes in concrete or masonry. I J. Provide etectricat connections for installed boxes.I K. Subsequent to installation ofboxes, protect boxes from construction debris and damage. I 3.02 GROUNDING I A. Upon completion of installation work, properly ground electrical boxes and demonstrate compliance I with requiremens. I I ENDoFSECTToN r II I r Electrical Boxes and Fittlngs 1613t3 GoreCreek Residences - ResidentlalL,l;h"$";;l;ta I t - SECTION 16140 I W|RTNGDEVICES I PARTI-GENERAL I I.OI RELATED DOCUMENTS I A. Drawings and ganeral provisions of Contract, including General and Supplemantary Conditions and Division I Specification Sections, apply to this Section. I B. Requirements of the following Division 16 Sections apply to this section:r 1.02 SI,JMMARY I A. This Section includes the following: z- 1. Receptacles t ?. fi;;o tt"n tt'cuit Interrupter Receptacles 4. Plug Connectors 5. Snap Switchest 6. Incandescent Lamo Dimmer-switches 7 . Wall Plates t B. Related Sections: The following sections contain requiranants that relate to this section: I 1. Division 16 Section "Circuit and Motor Disconnects" for devices other than snap switches I and plug/receptacle sets used as disconnects for motors. 2. Division l6 Section "Electrical ldentification: for requirements for legends to be angraved on I wall plates. I 1.03 STJBMITTALS I A. hoduct data for each type ofproduct specified. t 1.04 QUALITYASSUMNCE I A. Regulatory Requirernents: Comply with provisions of the following codes. I B. NFPA 70 "National Electrical Code". f L UL and NEMA Compliance: Provide wiring devices which are listed and labeled by UL and comply with applicable UL and NEMA standards. I l.os SEQUENCE AND SCHEDULTNG - A. Schedule installation of finish plates after the surface upon which they are installed has received final I finish' I Wiring Devices 16140-l Gore Creek Residences - Resldential I Vail' Colorado ,t 03 January 2005 I I I I I T I I t I I I I t I I I I T 2.01 PART 2 - PRODUCTS 2.02 WIRINGDEVICES A. General: Provide wiring devices, in types, characterislics, grades, colors, and electrical ratings for applications indicated which are UL listed and which comply with NEMA WD I and other applicable UL and NEMA standards. Provide ivory color dwices (red color devices for emergency devices) and 0.04 thick, type 302 satin finish stainless steel face plates unless otherwise indicated. B. Receptacles: As scheduled in Table I in Part 3 indicated herein. Complywith UL498 ard NEMA WD C. Receptacles, Industrial Heavy Duty Provide pin and sleeve design receptacles conforming to UL 498. Comply with UL l0l0 where installed in hazardous locations. Provide features indicated. D. Ground-Fault Interrupter (GFI) Receptacles: as indicated in Table I in Part 3 below; provide "terminal" or feed{hree type ground-fault circuit intemrpter, as jndicated on drawings, with integral heavy-duty NEMA 5-20R duplex receptacles. Provide unit designed for installation in a 2-314 inch deep outlet box without adapter, grounding !pe, Class A, Group I per UL Standard 94.3. E. DimmerSwitches: Solidstatedimmer switches shall conform toNEMA WD l mounted in outletboxes as indicated and in accordance with the following: 1. Incandescent Lamp Dmmers: modular dimmer switches for incandescent fixfures; switch poles and wattage as indicated, | 20-volts, 60-Ha with continuously adjustable slider control with a blpass switch that latches in the l00o/o brightress position. A separate on/offswitch shall be included for control without adusting the slider. Provide single-pole or threeway functions as indicated. Device wall plates shall be furnished compatible with the number of gangs and the style requiredbythe dimmer. Dmmers shall be fumished with electromagnetic and radio-frequency interference filters and 5 inch wire connecting leads. W]RING DEVICE ACCESSORIES A. Wall Plates: single and combination, of types, sizes, and with ganging and cutouts as indicated. Provide plates which mate and match wift wiring devices to which attached. Provide metal screws for securing plates to devices with screw heads colored to match finish ofplates. Provide wall plates with engraved legend where indicated. Conform to requirernents of Section "Electical Identification." Provide plates having the following additional csnstruction features: l. Unless otherwise indicated plates shall be smoolh,302 stainless steel, with contoured edges, no recess lines, and satin finish. 2. For devices in surface mounted boxes on unfinished walls, provide stamped-steel, galvanized wall plates with corrosion resistant screws unless otherwise indicated. Gore Creek Residences - Residential Vail, Colorado 03 Januarv 2fi)5 Wiring Devices 16140-2 20 20 20WP 3.01 3.02 3.03 I I I t I t I I I I I I I I I I I I I PART 3 - EXECUTION INSTALLATION OF WIRING DEVICES AND ACCESSORIES A. Install wiring devices and accessories as indicated, in accordance with manufacturer's written instructions, applicable requiranents of NEC and in accordance with recognized industry practices to firlfill project requirements, B. Coordinale with other work, including painting electrical boxes and wiring installations, as necessary to interface installation of wiring devices with other work. C. Install wiring devices onlyin electrical boxes which are clean and free ofbuilding materials, dirt and debris. D. Install galvanized steel wallplates in unfinished spaces. E. Install wiring devices after wiring work is completed. F. Install wall plates after painfing work is completed. Whereplastic wall plates are installed, screws shall not be tightened where they break or cause deformation of the plate. G. Tighten connectors and lerminals, including screws and bolts, in accordance with equipment manufacturels published torque tightening values for wiring devices. Where manufacturefs torquing requirements are not indicated, tighten connectors and terminal to comply with tightening torques specified in UL Standard 486A. Use properly scaled torque indicating hand tool. PROTECTION A. Protect installed components fiom damage. Replace damaged items prior to final acceptance. FIELD QUALITY CONTROL A. Testing: Prior to energizing circuits, test wiring for electrical continuity, and for short-circuits. Ensure proper polarity of connections is maintained. Subsequent to energizing test wiring devices and demonstrate compliance with requirements, operating each operable device at least six times. B. Test ground fault interrupter op€ration with both local and remote fault simulations in accordance with manufacturer recommendati ons. TABLE I RECEIrTACLES t25 t25 125 Duplex Single Duplex 5-20R 5-20R 5-20R 53621 5361I GF5362I Weather- proof Gore Creek Residences - Rcsidential Vail, Colorado 03 Januarv 2005 Designation (r) Current Rating AmDs Voltage Ratine Single/ Duplex NEMA Confiquration Hubbell Catalog #(4) Notes Wiring Devices 16r40-3 GFI NOTES SK sK3 NOTES (1) (2) (3) Control Lights Control Lights Control Lights Swilch & Pilot Light Key Switch Key Switch GF5362I 2430A 12211 12231 t224E t22lPL t221L 1223L I I Integral GFItt',r, I t I I I I I I I I I I t t I 20 125 Duplex 5-20R 480 Single Ll6-20R 20A 120t277 20A 1201211 204 t20t277 20A 120/277 (1) Letter designations are used where symbols alone do not clearly designate on plans locations where specific receptacle types are used. @ Protects downstream receptacles on same circuit, only where noted on drawings. (3) Provide matching cap. (4) Refer to section 16080 for additional acceptable manufaclurers. D. TABLE2 SNAP SWITCTIES I I (2) S S3 s4 SP 201. 20l, t20t277 120t277 I 3-way +way I l 3-way For snap switches, designation is the same as the symbol used on plans for the device. Type of switch is determined from plan context including type ofdevice or circuit being controlled. Pilot light "on" when switch is "on". Derate dimmer switch per manufacture/s reconrnendations where dimmers are ganged together. END OF SECTION Gore Creek Residences - R€sidential Vail, Colorado 03 Januar? 2005 Designation (1)Typical Application Load Reting Voltage Rating (Ac)Poles Hubbell Cataloq # Notes Wiring Devices 161404 - I SECTION 16210 I PANELBOARDS I PARTI-cENERAL I I.OI RELATEDDOCIJMENTS I A. Drawings and general provisions of Contract, including General and Supplementary Conditions and Division-l Specification sections, apply to work of this section. I B. Division-16 Basic Electrical Materials and Methods sections apply to work specified in this section.I I,O2 SUMMARY I A. Provide all panelboarrds, and erclosure work, including cabinets and cutout boxes, as indicated by drawings and schedules, and as specified herein. I B. Types ofpanelboards, and enclosures required for the project include the following; l. Power-distributionpanelboards. I 2. Lighting and appliance panelboards. C. Fuses required in connectron with installation ofpanelboards, and enclosures are specified in another Division-16 section. I D. WireVCables, busway, electrical boxes and fittings, and rac€ways required in conjunction with the installation of panelboards, and enclosures are specified in other Division- 16 sections. fr r.o3 sLJBMITTALS I A, Product Data: Submit manufacturer's data on panelboards, and erclosures. I B. Wiring Dagrams: Submit wiring diagrams for switchboards and panelboards showing connections to electrical power feeders and distribution branches.r I.O4 REFERENCES I A. NFPA 70: National ElecFical Code (NEC) I B. Underwriter's laboratories Standards: UL- 67,50, 869,4864 4868, 891, 1053 as applicable to switchboards and panelboards.r C. Federal Specification W-P-l l5c, dated 1990 for Tlpe l, Class l. I 'I Panelboards 16210-l Gore Creek Residences - ResidentialI ,,1;li;i$"i13!I PART 2 - PRODUCTS 2.OI PANELBOARDS A. General: Except as otherwise indicated, provide panelboards, enclosures and ancillary components, of types, sizes, and ratings indicated, which comply with manufacturefs standard materials and are designed and constructed in accordance with published product information. Equip with the number of unit panelboard devices as required for cornplete installafion. Panelboard descriptions are shown on the drawings. B. Power Dstribution Panelboards: Provide dead-front safety type power distribution panelboards as indicated, with panelboards switching and protective devices in quantities, ratings, types, and with arrangement shown; with anti-turn soldcrless pressure type main lug connectors approved for use with copper conductors. Select unit witt feeders connecting at top of panel. Equip with copper bus ban with not less than 98-percent conductivity, and with full-sized neutral bus unless otherwise indicated; provide suitable lugs on neutral bus for oulgoing feeders requiring neutral connections. Provide molded-case main and branch circuit-break€r t)rpes for each circuit, wiih toggle handles that indicate when tripped. Where multiplc-pole brcakers are indicated, provide with common trip so overload on one pole will trip all polcs simultaneously. Provide panelboards with bare uninsulated grounding bars suitable for bolting to enclosures. Enclosures shall be fabricated by same manufacturers as panelboards and shall mate and match properly with panelboards. Employ CTL class brcakers ofnot less than 10,000 sym AIC at 120/208 vols; and 14,000 sym AIC at 2771480 vols. Provide wiring connections with mechanical screw t)?e removable connector lugs, AI/CU rated for 75 oC conductors. Short-circuit ratings shall be as indicated on the drawings. C. Lighting and Appliance Panelboards: Provide dead-front safety type lighting and appliance paneltroards as indicated, with switching and protective devices in quantities, ratings, tlpes and arrangements shown; with anti-tum solderless pressure type lug connectors approved for use with copper conductorsl construct unit for connecting feeders at top of panel; equip with copper bus bars, full-sized neutral bar, with bolt-in type heavy-duty, quick-make, quick-break, single-pole circuit- breakers, with toggle handles that indicate when tripped. Provide suitable lugs on neutral bus for each outgoing feeder required; and provide bare rminsulated grounding bars suitable for bolting to enclosures. Select enclosures fabricated by same manufacturers as panelboards, which mate and match propedy with panelboards. Employ CTL class breakers of not lcss than 10,000 sym AIC at 120208 volts; and 14$00symAIC at2771480 volts. Pmvidewiring connections with mechanical screw type rernovable connector lugs, AIJCU rated fot 75 "C conductors. Short-circuit ratings shall be as indicated on the drawings. D. Panelboard Enclosures: Provide galvanized sheet steel cabinet type enclosureg in sizes and NEMA types as indicated, code-gage, minirnum l6-gage thicloess. Construct with multiple limockouts and wiring gutters. Provide fronts with adjustable trim clamps, and doors with flush locks and keys, all panelboard enclosures kepd alike, with concealed piano door hinges and door swings as indicated. Equip with interior circuit{irectory frame, and card with clear plastic covering. Provide baked gray enamel finish over a rust inhibitor coating, Design enclosures for surface or flush mounting as indicated on the drawings. Enclosures shall be fabricated by same manufactuer as the panelboards and shall mate and match properly with the panelboards. Multi-section panelboands shall have the same enclosurc height so that the tops and bottoms shall align when installed. Fronts shall be hinged to the enclosure box when indicated on the drawings. An equipment grormd bus shall be provided attached to each enclosurc. Additional insulated equipment ground bus shall be provided as indicated. Gore Creek Residences - Residentlsl Vail, Coloredo 03 Januarv 2005 I I I I I I I I I I I I t I I I I I I Panelboards t62'0-2 E. I I I I I I I I I I I I I I I I I I I Molded case circuit breakers shall provide circuit overcurrert protection with inverse time and instantaneous tripping characteristics. All circuit breakers shall be listed by Undenwiters Laboratories, Inc., conform to applicable requiremenls of NEMA Standards Publication No. AB1 and meet appropriate classifications of Federal Specifications W C 37BlGen. All circuit breakers shall have a quick-make, quick-break over center toggle type mechanism and the handle shall be trip free to prevent contacts closed against a short circuit or sustained overload. All circuit breaker handles shall assume a position between "ON" and "OFF ' when tripped autornatically. Multi-pole circuit breakers shall be common-trip such that an overload or short circuit on any one pole will result in all poles opoting simultaneously. Arc extension is to be accomplished by magnetic arc chutes. All ratings are to be clearly visible. When reverse feed is indicated on the drawings, in accordance with UL, circuit breakers with sealed trip units shall be supplied. l. Solid State Sensing Specifications: a. As indicted on the dmwings, circuit breaker frames 400 ampere through ampere 3200 shall have microprocessor-based RMS sansing trip units, with the capability to measure through to the 2lstharmonic. Automatic operation of all circuit breaker frames 400A and larger shall be obtained by means of solid state tripping elematts providing inverse time delay and (instantaneous) and/or (short time delay) circuit protection. Continuous current ratings shall be adjustable from 20% to 100% of the trip unit rating without the need for a rating plug. Long-time delay and instantaneous trip shall be adjustable, The optional short-time trip function shall have adjustable pick-up settings, three fixed times, and I'?t ramp. Circuit breaker frames 400A and larger, and where indicated on the drawings, shall be 100% equipmart rated. b. Integral Ground Fault Option: Main and feeder circuit breakers as indicated on the drawings shall be provided \Mith integral gound fault protection. Ground fault pick-up shall be adjustable from 20y' ro 7Oy" of the circuit breakers maximum continuous cunent rating. Ground fault fime delay shall be adjustable with three I'?t ramps. c. When indicated on the drawings, solid state trip breakers shall be furnished with a plug-in or panel mounted metering device. This device shall simultaneous display all three phase currents, as well as average current, ground current, and phase unbalance. In addition it shall display breaker status, a max log, and a trip log The trip log will retain and display date, time and type oftrip (overload, short circuit or ground fault) for the most recent 5 trip wents, 2. ThermalMagneticSpecifications: Unless otherwise noted on the drawings, all circuit breakers 2000 ampere and below shall have thermal-magnetic trip units, with inverse time-current characteristics. Automatic operation ofthese circuits breakers shall be obtained by means of thermal-magnefic tripping devices located in each pole providing inverse time delay and instantaneous circuit protection. Circuit breakers shall be ambiant compensating in thal as the ambient ternperature increases over 40C, the circuit breaker automatically derates itselfso as to better protect its associated conductor. Thermal-magretic breakers from 250 to 2000A frames shall have thermal interchangeable trip units, with instantaneous magrrefic trip settings that are adjustable and accessible from the front ofall circuit breakers on frame sizes 250 ampercs and above. Where indicated provide circuit breakers UL listed for application at l00oZ oftheir ampere rating in their intended enclosure. 3. Motor Circuit Protectors: Where indicated on the drawings and in the combination motor starter/motor conhol cetter schedule, furnish instantaneous magnetic trip only circuit breakers for motor short circuit protection. The magnetic kips shall be adjustable and accessible from the front ofall circuit Gore Crcek Residences - Rcsidential Vail, Colorado 03 Januarv 2lX)5 Panclboards r5210-3 I t I t I I I t I I I I I I I I I I I A 5. 6. B. c. D. F. 3.01 breaker frames. The continuous cunent rating shall be between I and 800 amperes as indicated on the drawings. Cunent Limiting Specifi cations: Where indicated on the drawings, Siernens current limiting circuit breakers are to be fumished. Current limiting circuit brcakers shall lirnit the let-through I't to a value less than I2t of one-half cycle wave of the symmetrical prospective current without any fusible elements when operating without any fusible elernens when operating $"ithin its cunent nMge. Series Connected Combination Specification s: Where protective devices are applied in series combination, such that the prospective available fault current exceeds the intemrpting rating (AIR) of the downstream protective devices, such combinations shall be UL recognized combinations. All electrical equipment using these LJL recognized circuit brcakers combinations shall be clearly marked in accordance with NEC Section 240-83 (c). Internal Accessories: Provide shrmt trips, bell alarms, and auxiliary switches as shown on the contact drawings. Gold plated auxiliary switches shall be supplied for PLC connection. Internal accessories for all breakers shall be UL listed for field installation and modification. PART3.EXECUTION 3.02 EXAMINATION l. Examine area and conditions under which panelboards and enclosures are to be installed, and notifu Engineer in writing ofconditions detrimental to proper cornpletion ofwork. Do not proceed with work mtil unsatisfactory conditions have been conected. INSTALLATION OF PANELBOARDS Install panelboards and enclosures as indicate4 in accordance with manufacturet's written instructions, applicable requiremenb ofNEC standards and NECA's "Standards of Installation", and in compliance with recogrrized industry practices to ensure that products fulfill requirenrnts. Tightar connectors and terminals, including screws and bolts, in accordance with equipment manufacturcr's published torque tightening values for equipment conneclon. Where manufacture/s torquing requirern€nts are not indicated, tightan connectors and t€rminds to mrnply with tightening torques specified in UL Std 486A and B. Fasten enclosures firmly to walls md structural surfaces, ansuring that thcy are permanently and mechanically anchored. Provide propedy wired elecnical connections for and panelboards within the enclosures. Provide lamecoid label for each branch device identifying load served on main switchboard. The switchboard shall be lamecoid label with name, voltage, phase, wire and short circuit rating. Refer to Section 16050 for more information. Provide typed panelboad's circuit directory card upon completion of installation work to match as- built conditions and nomenclature indicated on engineering drawings and submit directories to the engineer for review prior to mounting in panelboard. Gore Creek Residences - Residential Vai!, Colorado 03 Januarv 2lX)5 Panelboards l6;n04 I r 3.03 cRouNDINc I A. Provide equipment grounding connections for panelboard enclosures as indicated. TightenI connection to comply with tightening torques specified in UL 486A to assure permanent and effective grounds. t 3'04 FrFrD QUALITY coNTRoL I A. Prior to energization of electrical circuitry, check all accessible connections to manufacturet's I tightening torque specifications. r B. Prior to anergization of panelboards, check with ground resistance tesler phase-to-phase and phase- I to-ground insulation resistance levels to ensure requirements are fulfilled. C. Prior to energization, check panelboards for electrical continuity ofcircuits, and for short-circuits. I 3.05 ADruSTINGANDCLEANING I A. Adjust operating mechanisms for free mechanical movernent. r B. Touch-up scratched ofmarred surfaces to match original finishes. I 3.06 PANELBoARD TNSTALLATToNI A. Install panelboards with rhe top ofthe trim 6'-3" from the finished floor. I B. Field check all panelboard loading and reconnect circuits as required to provide balanced phase and line loads. I C. Cables installed in wire gutters of panelboar& shall be neatly bundled, routed, and supported. Minimum bending radii as recommended by the wire and cable manufacturer shall not be reduced. I 3.07 DEMoNSTRATToN I A. Subsequent to wire and cable hook-ups, energize switchboards and panelboards and demonstrate I firnctioning in accordance with requirernants. Where necessary correct malfunctioning units, and than I rctest to demonstrate compliance. I ENDoFSEcTIoN I - I II t Panelboards I 16210-5 Gore Creek Residences - Residential Vail, Colorado 03 January 2005 I I r %ffifir,i':' I PARTr-cENERAL I I.OI RELATEDDOCI.JMENTS t A. 3r#:::,"1;"ffiffi:1':H:[:f;'ffi:,fii1fl'_T.T:r and supprementary conditions and I B. Dvision-16 Basic Materials and Methods sections apply to worft of this section.I C. Requirements of this secfion apply to electrical grounding and bonding work specified elsewhere in these specificafions. I 1,02 ST'MMARY I A. Extent of electrical grounding and bonding work is indicated by drawings and schedules and as specified herein. I B. Tlpe of electrical grounding and bonding work specified in this section includes the following:a l. Solidly grounded. I C. Applications of electrical grounding and bonding work in this section includes the following: L Underground metal piping.r i H#:itritifiniffi"ffi:, 4. Electrical power systems, 5. Grounding electrodes.t 6. Raceways. 7. Service equipmenL I 8. Enclosures. I 9. Equipmen! including signs, pools, and appliances. 10. landscapeLighting. I D. Refer to other Division- I 6 sections for wireVcables, electrical raceways, boxes and fiftings, and wiringr devices which are required in conjunction with electrical grounding and bonding work; not work of this secfion. I I.O3 SI.JBMITTALS I A. Product Dah: Submit manufacturet's data on grounding and bonding products and associated t accessories. r B. WiringDiagrams: Submit wiring diagrams for electrical grounding and bonding work which indicates I layout of ground rings, location of system grounding electrode connections, routing of groundingI electrode conductors, also include diagrams for circuits and equipment grounding connections. Grounding 16350-l Gore Creek Residences - Residential Vall, ColoradoI o3January 2oo5I I I I I 1.04 QUALITY ASSI.JRANCE PART2-PRODUCTS 2.01 GROIJNDINGANDBONDING Materials and Componenls: l.General: Except as otherwise noted, provide electrical grounding and bonding system; with assernbly of; materials, including but not limited to, cables/wires, connectors, solderless lug terminals, grounding elechodes and plate electrodes, bondingjumper braid, surge arresters, and additional accessories needed for a complele installation. Where more than one type component product meets indicated requirements, selection is installet's option. Where materials or components are not indicated, provide products which cornply with NEC, UL, and IEEE requirements and with established industry standards for those applications indicated. Conductors: Unless otherwise noted, provide electrical grounding conductors for grounding system connections that match power supply wiring materials and are sized according to NEC. Flexible Jumper Strap: Flexible flat conductor,480 strands of30-gauge bare copper wire; 3/4" wide, 9-ll2" long; 48,250 CM. Selecr braid with holes sized for 3/8' dianreter boltq and protect braid with copper bolt hole ends. Bonding Plates, Conneclors, Terminals and Clamps: Provide electrical bonding plates, connectors, terminals, lugs and clamps as recommended by bonding plate, connector, terminal and clamp manufactures for indicated applications. B.Ground Electrodes: Grounding Electrodes: Steel with copper welded exterior, 3/4" diameter by l0 fee. Electrical Grounding Connection Accessories: Provide electrical insulating tape, heat- shrinkable insulating tubing welding materials, bonding straps, as recommended by accessories manufactuters. Field Welding: Comply with AWS Code for procedures, appearance, and quality of welds; and for methods used in correcting welding work Provide welded connections where grounding conductors conneci to underground grounding. Gore Creek Residenccs - Residential Vail, Colorado 03 January 2005 Codes and Standards: Elecrical Code Compliance: Complywith applicable local electical code requirements ofthe authority having jurisdiction, and NEC as applicable to electrical grounding and bonding, p€rtaining to s)6tems, circuits and equipment. UL Cornpliance: Comply with applicable requirements of UL Standards No.'s 467, Electrical Grounding and Bonding Equipment", and 869 "Electrical Seryice Equipment", pertaining to grounding and bonding ofsystens, circuits and equipment. In addition, cornply with uL Std 486A, "Wire Connectors and soldering Lugs for Use with Copper Conductors." Provide grounding and bonding products which are Ul.-listed and labeled for their intended usage. IEEE Compliance: Comply with applicable requirements and recommended installation practices of IEEE Standards 80, 81, l4l and 142 pertaining to grounding and bonding of systems, circuits and equipment. B. c. I I I I I I I I I I I t I I I 2. J. 4. l. 2. -]. Grounding 1635tL2 I I I I I I I I I t I I I I I I I I I C. Grounding Connections: l. Two styles of connections shall be available: one primarily for indoor and the olher for outdoor applicalions. Both styles shall be manufactured by Cadweld or approved equal. a. Connections to be used outdoors shall be suitable for exposure to the elements of direct burial withoul degradation over the lifetime ofthe grounding s),stem. b. Connections to be made in finished buildings or confined spaces shall use the low smoke, low emission CADWELD@ EXOLON@ process which is metallurgically equal to the above connection. 2. Molds shall be made from graphite or other material with standing welding temperatures and shall be designed to provide an average life of not less than 50 exothermic welds under normal conditions. 3. Molds shall bear pamaneni marking, indicating the name of the manufacturer, the mold model, the type and size of weldingmixture compatible with the welding process, and the si ze of the conductor. Instructions detailing general safety information, and welding procedures shall be provided with each mold. 4. The installer is prohibited from using a mold from one manufachrrer with a different m anufacturefs welding mixture. 5. Containers for weld metal shall be moisture resistant and shall be packaged to prevent damage or spillage during shipping. Weld meral and starting material shall be pre-measured and packaged together in a non-absorbing container. The starting material, if used, shall be at the bottom ofthe container to allow the starting material to be dispersed uniformly over the iop of the welding mixture when placed in the crucible for a more uniform ignition and exodrermic welding process. 6. Starting material, if used, shall consisl of aluminum and copper and iron oxides. It shall not contain phosphorous or any caustic, toxic or explosive substances. Weld metal used for grounding connections shall contain copper oxide, aluminum, and not less than .3 percent tin as the wetting agent. Weld metal used for cathodic connections shall not contain tin, but shall contain vanadium. A minimum of 80 percant of the weld metal shall screen out between 30 and 140 mesh. a. Weld metal packages shall be identified as to the part number and type of metals to be connected, such as copper to cop'per or copper to steel. Weld metal tube caps shall be color coded to indicate the alloy ofthe weld metal. b. Weld metal packages shall be clearly marked to indicate whether they are for standard outdoor or low emission or cathodic applications. PART3.EXECUTION 3.OI EXAMINATION A. Examine areas and conditions under which electrical grounding and bonding connections are to be made and notifo Engineer in writing of conditions detrimental to proper completion of work. Do not proceed with work until unsatisfactory conditions have been corrected. 3.02 INSTALLATION OF ELECTRICAL GROTJNDINC AND BONDING SYSTEMS A. General: Install elechical grounding and bonding systems in accordance with malrufucture/s instructions and applicable portions of NEC, NECA's "Standard of Installation", and in accordance with recognized industry practices to ensure that products comply with requircments. Gore Creek Residences - Residential Vail, Colorado 03 January 2005 Grounding r63s0-3 3.03 B. Coordinate with other electrical work as necessary to interface installation ofelectrical grounding and bonding system work with olher wotk. C. Weld grounding conducto$ to underground grormding electrodes. D. Ground electrical service syslern neutral at service entrance equiprnent to grounding electrodes. E. Gmund each separately-derived sptem neutral to: l. Separate grounding electrcde. 2. Building steel. F. Connect together system neutral, service equipment enclosures, exposed nonrurrent carrying metal parts of electricel equipment, metal raceway systerng grounding conductor in raceways and cables, receptacle ground connecto$, and plumbing systans. G. Terminate feeder and branch circuit insulated equipment gounding conductors with grounding lug, bus, or bushing. Lugs for cable size No.2 and larger shall be Cadweld rype GL or approved equal. H. Connect grounding electrode conductors lo l -inch diameter, or greater, metallic cold water pipe using a suitably sized ground clamp. Provide connections to flanged piping to street side of flange. I. Tighten grounding and bonding connectors and terminals, including screws and bolts, in accordance with manufacturer's published torque tightening values for connectors and bolts. Where manufacture/s torquing requirernents are not indicate4 tighten connections to comply with tightening torque values specified in uL 486A to assure permanent and effective grounding. J. Install braided type bonding jumpers with code-sized ground clarnps on water meter piping to electrically bypass water melers. K. Route grounding connections and conductors to ground and pmtective devices in shortest and straightest paths as possible to minimize transient voltage rises. L. Apply corrosion-resistant finish to field*onnections, buried metallic grounding and bonding products, and places where factory applied protective coatings have been destropd, which are subjected to corrosive action. M. Install all connectors on clean metal contact surfaces, to ensure electrical conductivity and circuit integrity. FIELD QUALIry CONTROL A. Upon completion of installation of electrical grounding and bonding systems, test ground resistance wirh ground resistance tester. rffhere tests show resistance-to ground is over 5 ohms, take appropriate action to reduce resistance to 5 ohms, or less, by driving additional ground rods; then retest to demonstrate compliance. END OF SECTION Gore Creek Residenccs - Residential Vail, Colorado 03 Jenuarv 2005 I I I I I I I t T t I I I I t t T I I Grounding 16350-4 I I I T t I SECTION 16450 LIGIITING FIXTT,]RES PARTl -GEIYERAL I.OI RELATEDDOCUMENTS t.02 SUMMARY A. B. A. B. Drawings and general provisions of Contract, including general and supplernentary conditions and Division-l Specification sections, apply to work ofthis section. ' Division-I6 Basic Electrical Materials and Methods sections apply to work specified in this section. Extent, location, and details of lighting fixture work are indicated on drawings and in schedules. Tlpes of lighting fixtures in this section include the following: 1. Fluorescent- 2. Incandescent and incandescent halogen. 3. Olher larnps as noted on fixture schedule Fixture: A complete lighting unit, including lamps and paris required to distribute light. Exact ceiling construction shall be verilied prior to ordering. Minor changes in ceiling construction shall not be an ertra cost to the project. l. All materials, accessories, and any other equipment necessary for the complete and proper installation of all lighting fixtures included in this Contract shall be provided by the Contractor. 2. Fixtures shall be manufactured in strict conformance with the Contract Drawings and Specifications. 3. Specifications and scale drawings are intanded to convey the salient featues, filnction and character ofthe fixtures only, and do not necessarily describe wery item or detail necessary of the work. 4. Minor details, not usually indicated on the drawings nor specified, but that are necessary for the proper execution and completion of the fixtures, shall be included, the same as if they were herein specified or indicated on the drawings. 5. The Owner shall not be held responsible for the omission or absence of any detail, construction feature, etc., which may be required in the production of the fixtures. The responsibi lity of accurately fabricating the fixtures to the fulfillment of this specification rests with the Contractor. I I I t I I I c. I I I I I I l.03 STjBMITTALS Submit shop drawings, samples, and protoqpes as specifically instructed below. Fixture shop drawings shall be submitted in booklet form with a separate sheet for each fixture, assernbled by "luminaire tlpe" alphabetical or numerical order, with proposed fixture and accessory catalog numbers clearly indicated on each sheet. Gore Creek Residences - Residential Vail, Colorado 03 January 2005 Lighting Flxtures 16450-l 2.Manufacture/s dimensioned scale drawings showing in complete detail, the fabrication of all lighting fixtures including overall and detail dirnensions, finishes, metal thickness, glass thicloress, type, fabrication methods, support method, ballasts, tansformers, sockets, type of shielding, reflectors, frims, hinges, gaskets, provisions for relamping and all other information to show compliance with the Contract Documents. Submit certified test data and reports including photornetric data rendered by an independent testing laboratory developed according to methods of the Illuminating Engineering Society of North America as follows: a. For lights used for general illumination: (l) coefficients of utilization; (2) Candlepower data, presented graphically and numerically, in 5 degree increnrents (5 degrees, l0 degrecg 15 degrees, etc.). Data developcd for up and down quadrants normal, parallel and at 22% degree, 45 dryret, 16711z degee to larnps if light output is asymmetric; (3) zonal lumens stated numerically in l0 degree incrernents (5 degrees, l5 degrees, etc.) as above. b. For area and roadway luminaries isocandela charts, coefficients of utilization, and IES roadway distribution classification. Maintenance Data: Submit maintenance data and parts list for each lighting fixture, accessory and also include "trouble-shooting" rnaintenance guide. In addition to the product data and shop drawings, a maintenance manual in accordance with general requirernents of Dvision I shall be provided. Submit wilh each light fixture the manufacturers' rccommended lamp type including lamp catalog number and manufacturer that most closely matches the larnp specified that For ballasr submit catalog cut sheets prepared by the manufacturer which clearly shows: manufacturer, ballast factor, input wattage, crest factor, total harmonic distortion and starting method. Submit catalog cut sheets for fluorescent ernergency battery units prepared by the manufacturer that shows: manufacturer, input wattagc md lumen output, Samples: 1. Samples may be requested for any or all ofthe fixturcs specified. 2. Submit for approval samples called for by the Engineer when and whEre directcd, the components tagged with the name of the project, and provided with a cord and plug and specified lamps. Samples will not be rcturned. Allow two weeks from the date of receipt for thorough examination and review by the Architect and Engineer. 3. All fixture samples require a submission ofmaterial finish sarnples, component approval, and a complete operating prototype fixturc to be reviewed prior to shipmort of any material to the project. 4. Fixtures under the contrdct shall be identical with the app,roved sample fixture. No fixturc used as a sample will be allowed to bc installed on the projea. 5. In the event the submissions are disapproved, the fixturcs will be returned to the contractor lo immediately make a new submission of fixture or fixtures meeting the contract requirements. 6. All costs associated for samples are to be paid by the Contractor. No additional cost to the Owner for samples or mockups will be allowed. Wiring Diagrams: Submit wiring diagrams forlighting fixtures showingconnections to elechical power panels, switches, dimmers, controllers, and feeders. Difierentiate between portions of wiring which are manufacturer-installed and portions which are field installed. Submit sound performance data on air handling fixtures; certified test rcports will be acceptable. I I I I t I I I T I I I I I t I I 4. 5. 6. B. c. t Gore Creek Residcnces - Residential *llhf$"fill I Lighting Fixtures t6450-2 1.04 T t I I I x I I I t t I t I t I l' I I D. Shop drawings and samples requested shall be submitted for approval before fabrication. Any material produced prior to the approval ofshop drawings or samples, and not in conformance with the Contract Docurnents, shall be disapproved with the Connactor bearing full responsibility and cost. E. When required and requested by the Architect and Engineer, sarnples submitted as per above shall be subjected to photometric, thermal, mechanical, electrical or water testing at an independent test laboratory at no expense to the Owner. F. No variation from the general arrangemant and details indicated on the drawings shall be made on the shop drawings unless required to suit the actual conditions on the premises, and then only with the written acceptance of the Architect. All variations must be clearly marked as such on the drawings submitted for approval. G. Provide field mockups for verification purpose of illumination levels and aesthetics as directed by Architect or Engineer at no additional cost to the Owner. H. Manufacturers or light fixtures not listed must be prequalified. For approval ofall manufacturer/fixture substitutions, the fabricator shall comply to specifications herein and as outlined below: 1. Manufacturer shall also submit, when requested, a protot)?e sample of each fixture for review by the Architect and Engineer. Prototype samples shall be sufficiantly detailed and operational to allow evaluation of compliance with the salient features ofthe specification. Preliminary design or shop drawings shall not be accepted in place ofFotot)?e sarnples. 2. Printed physical, electrical and photometric data clearly highlighted to show the dilferences between the proposed substitutions and the specified light fixtures. 3. Photomeric information in IES standard format on a 3% inch disk. 4. Point by point lighting calculations ofareas affected by proposed substitufion- 5. The Architect and Engineer shall delermine whether the protot5pe sample complies with the specifications and shall reserve the right to disqualify any bidders. QUALITYASSUMNCE A. Codes and Standards: l. National Electrical Code(NEC)Compliance: Comply with applicable local coderequirements of the authority having jurisdiction and NEC Articles as applicable to installation and construction of building lighting fi xtures. 2. NEMA Compliance: Comply with applicable requirements ofNEMA Stds Pub/No's LE I and LE 2 pertaining to lighting equipment. 3. IES Compliance: Comply with IES RP-l pertaining to office lighting practices and RP-15, regarding selection of illuminance values for interior office lighting. Comply with IES RP-8, 19, 20, and PB-l 5 pertaining to exterior, parking and roadway lighting practices and fixtures. 4, UL Compliance: Comply with UL standards, including UL 486A and 4868, pertaining to lighting fixtures. Provide lighting fixtures and components which are ULlisted and labeled. 5. CBM Labels: Provide fluorescent lamp ballasts which comply with Certified Ballast Manufacturet's Association standards and carry the CBM label. B. Special Listing and Labeling: Provide fixtures for damp locations, wet locations, and hazardous locations that are listed and labeled for the specific use. C. Materials and Equipment: Gore Creek Residences - Residential . Vail, Colorado 03 January 2005 Lighting Fixtures 16450-3 t I I I I t I I I 1 I I 1.05 1.06 | . Materials, equipment, and appurtenances as well as workmanship provided rmder this Section shall conform to the highest commercial standards, as specified, and as indicated on drawings. Fixture parts and components not specifically identified or indicated shall be made of materials most appropriate to their use or function and as such resistant to corrosion and fiermal and mechanical stresses ercountered in the normal application and function of the fixtures. 2. All fixtures shall be manufactured to a consistent level ofquality. Size, color, and component parts shall be identical for all fixtur€s. DELIVERY, STOMGE, }HNDLING, AND WARRANTY A. Deliver lighting fixtures in factory-fabricated containers or wrappings, which properly protect fixtures from damage. B. Store lighting fixtures in original packaging. Storc inside ventilated arca protected fiom weather, moisturc, soiling, extreme temperature, humidity, laid flat and blocked off ground. C. Handle lighting fixtures carefully lo prevent damagg breaking and scoring offinishes. Do not install damaged units or components; replace with new. D. Provide a S-year warranty of failure in materials, workmanship, ballast, etc., in addition to and not limited to other righls the Owner may have under the contract documents. A full wanmty shall apply for the first year, and a prorated wananty for the last four years. SEQUENCING AND SCHEDULING A. Coordinate with other wort including wires/cables, electical boxes and fiftings, and raceways to properly interface installation of lighting fixtures with ceiling requirements. B. Sequence lighting installation with other work to minimize possibility of damage and soiling during remainder of construction. PART2 - PRODUCTS 2.01 MANTTFACTIJRERS The Contractor shall base bids for lighting fixtures on the manufacturers listed on dre fixture schedulc. Identification by means of manufacturefs names is to establish basic features and performance standards. Alternale manufacturen or substitutions must meet or exceed the standards ofthe primary manufacturer listed and are subject to approval. Qualifications: The contractor is allowed 60 days after the contract has been awarded to submit independent photometric tests and samples for all altemate fixtures. If these fixtures fail to comply with the specification requiremants at that time, the Contractor will fumish acceptable fixtures at no additional cost to the Owner and with no delay to the pmject. Any submittals for cost reduction altemates or value engineering shall include unit prices for the specified manufacturer, the specified equal manufacturer, and the proposed altemates. Gore Creek Residences - Residentla! Vail, Colorado 03 Januarv 2005 B. c. D. I I I I I I I Lighting Fixtures t&sM 2.m I I I I T I I I MATERIALS AND FABRICATION A. Provide materials for fixtures as indicated. B. Glass: All glass shall be heat strengthened (tempered) clear float glass should conform to the requirements ofFederal Specification DD-G-1403B, transmittance not less than 88percent orlaminated safety glass. For exterior fixtures, use Borosilicate tempered glass. For fixtures directly exposed to the elernenls and aimed above horizontal with radiant anergy of4.l6 watts per square inch or greater, use Vycor glass. C. Acrylic: 100 percart virgin acrylic polymer, colorless. D. Rubber: All rubber should be sunlight resistant and heat resistant ofneoprene or silicone. E. Provide thiclmess of metal required or as specified so that all fixtures are rigid, stable and will resist deflection, twisting, warping or bending under normal installation procedures, loading relamping, etc. F. Provide neoprene or silicone gasketing, stops, and baniers where required to prevent liglt leak or water and water vapor (penetration), G. Provide finished product with ground metal edges, tight fitting connections, hinges and closures; clean, neat edges, trims, and frames; continuous welds, ground smooth widr sharp corners; all exposed screws countersunk fl ush. H. Provide positive, durable means ofconnection at all joints as requircd. L All cast parts, including die+ast members, shall be of uniform quality, free from blow holes, pores, hard spots, shrinkage defecs, cracks or other imperfections that affect strength and appearance or are indicative ofinferior metals or allovs. J. Fasteners shall be manufachred of non-magnetic stainless steel, except in indoor applications where galvanized steel is acceptable in non-visible locations. Provide tamperproof screws in all fixhtres mounted below 8' above finished floor. K. Provide sufficient ventilation for lamps, ballasts and transformers including vent holes where required. Outdoor fixtures shall have corrosion resistant wire mesh screens in the vent holes. L. All adjustable fixtures shall be provided with reliable locking device to secure aiming angles of the fixture housing or lamp yoke as well as lamp and lens orientation devices to secure oval beam pattern larnps and,/or spread lenses. FIMSHES A. Fixture finishes shall be applied in a manner that will assure a durable, wear resislant surface. Unless otherwise required, fixtures shall be painted after fabrication. B. When requested by the Architect and Engineer, the Contractor shall submit a suffrcient quantity of flat metal panel samples having the identical primer and color coats applied in the same manner as proposed for the Contract items. Gore Creek Resldences - Residential Vail, Colorado 03 January 2005 I I T 3 t t I J I t I 2.03 Lightlng Fixtures 16450-5 I I I I I I I I I I I I I 1 I I I I I A. B. 2.05 2.07 2.08 WIRING A. All wiring shall comply with the following: l. Wiring between fluorescent lampholders and associated operating equipment shall be of similar or heavier gauge than the leads fumished with fie approved types of ballass. Conductors shall have equal or better insulating and heat resisting characteristics. 2. Wire leads to the receptacle or connector ofany side-prong incandescent lamp or any lamp utilizing a dichroic reflector shall be SF-2 silicone rubber insulated, stranded wire. 3. Wiring shall be concealed within the fixture construction except where design or mounting dictates o0rerwise. 4. Connections of wires to terminals of lampholders and other accessories shall be made in a neat and workmanlike manner and electrically and mechanically secure with no protruding or loose strands. 5. Wiring channels and wireways shall be free from projections and rough or sharp edges throughout, and all points or edges over which conductors must pass and may be subject to injury or wear shall be rounded and bushed. 5. Insulated bushings shall be installed at points of antrance and exit offlexible wiring. 7. Junction boxes attached to lighting fixtures shall be manufactured in accordance with the NEC and approved for the number ofconductors indicated on the drawings. Supplementary junction boxes shall be installed where required to comply with Code. MARKING OF FIXTI,JRIS A. Fixtures designed for voltages other than I 10-125 volts shall be marked with operating voltage. B. Fixtures equipped for operation of rapid start lamps shall be clearly marked "USE RAPID START LAMPSONLY." C. Whan lamps of a wattage lower than a fixture's rated maximum are specified, a label shall be attached that is clearly mar&ed "Lamp Watts Not to Exceed _" to maintain the design energy load. SOUND TRANSMISSION Sound transmission through the light fixture rmits, when spaced as indicated on drawings, shall be sulficicntly attenuated to maintain speech privacy between adjoining spaces. Contractor to provide insulating battans around the fixtures where sound transmission levels are unacceptable. THERMAL PROTECTORS A. Provide thermal protectors as required by the NEC, or as required by local Code., B. Fixtures approved for operation in fire-resistant material at temperaturcs up to 150"C (302"F) shall be plainly marked. Provide lamps as shown in the fixturc schedule or as approved in reviewed shop drawings. L,amps as specified for the individual luminaries or lighting equipment shall be delivered and installed in fixtures and lighting equipment leaving these complelely lamped and in normal operating condition. Gore Creek Rcsidences - Residential Vail, Colorado 03 January 2005 Lighting Fixtures 16450-6 I t c. D. B. I t I I I T I t I I t I t t t I I Thirty-two watt fluorescent lamps, unless olherwise designated, shall be of the rapid start type and deliver not less than 2,900 initial lumens for straight lamps. Fluorescent lamps are triphosphor, color temperature 3,500'K, with a color rendering index ofnot less than 75, unless noled otherwise. Provide all incandescent lamps inside frosted, unless noted otherwise. Larnps produced by the following manufacturers are acceptable: l. Osram Sylvani4 Inc. 2. Philips Lighting 3. Others only where specified. 2.W LAMPHOLDERS Lamp sockets shall be rigidly attached to fixtue enclosure or husk. Incandescent and high intensity discharge lamp sockets shall be made of heavy duty heat-resistant porcelain. Plastic or metal sheet sockets are not to be used. Fluorescent lamp sockets operated with an open circuit voltage in excess of300 volts shall be ofthe safety type, and open the supply circuit when the lamp is removed from the sockets. Provide nickel plated brass or nickel and silverplated contacts in all lampholders for tungstan halogan lamps, lamps in outdoor fixtures, and mogul base incandescent or metal halide lamps. All lamp sockets shall be suitable for tbe indicated lamps and shall be set so that larnps are positioned in optically correct relation to all lighting fixture components. All adjustable sockets shall be preset at the factory for lamp specified. 2.10 FLUORESCENT LAMP BALLASTS All fluorescent lamp ballasts shall conform to the following: l. All ballasts shall be "Class P" indicating approved integral batlast protection. Fuses in the primary leads shall be provided in addition to the "Class P" ballast. 2. All ballasts shall be ofthe high power factor q?e, enerry saving, "super low heat". 3. All fluorescent ballasts shall be electronic, capable ofmaintaining a constant light output on all rapid start fluorescent lamps over operating range of90v to l45V (l20Vballast) and200V r,o320Y (277 ballast). The total harmonic distortion (tHD) ofthe ballast shall be less than 20 percent of the full lighl output current level. The ballast shall withstand line transients as defined in ANSVIEEE C62.41, calegoryA; cresl factor less than 1.7; power factor greater than 90Vo urd operating frequency of 20KHZ or greater without a visible flicker. The case temperature shall not exceed 25oC temperature rise over 40oC ambient. Ballasts shall comply with FCC regulations Part | 8, Class A. Electronic ballasts for compact fluorescent lamps and linear fluorescent lamps of 5/8" or less in diameter shall contain "end-of-life" sansing and must not operate the lamps in a manner that can result in overheating or deformation of the larnp base or sockel. 4. U.L. and ANSI specifications wilh labels and/or symbols of approval by the U.L. and of certification by the Certified Ballast Manufacturers (CBM.) as tested by the ETL. 5. The componant parts shall be designed, fabricated, and assembled in accordance with the Gore Creek Residences - Residential Vail, Colorado 03 Januarv 2005 D. E. F. Lighting Fixtures 16450-7 6. t- latest requirements of the NEC. Ballasts shall provide safe and reliable operation ofthe specified lamps. Unless otherwise indicated, provide twoJamp ballasts for fixtures with two fluorescent lamps or multiples of two lamps. Identical ballasts shall be installed within each fixture t1pe. Fixturc desigrr, fabrication, and assembly shall be such as to preve-nt overheating or cycling of lamps and ballasts rmder normal operating temperature variations. Provide the lowest sound rating available for the lamps specified and clearly show ttreir respecfive sound ratings. Ballasts found by the Architect or Engineer to be unduly noisy shall be replaced without charge prior to acceptance ofthe work. 11. Dimmer type ballasts shall be of a desigrr recognized and approved under the U.L. component program. These ballasts must coordinate with the dimming control devices specified for dre particular application. 12. Ballasts intended for outdoor use shall have a minimum lamp starting temperature of-2OoF, except as noted otherwise. 13. Where ballasts are reflote from fixture housing provide suitable erclosure for installation with the conduit and wire from the ballast to the lamp socket clearly marked "Caution," "High Voltage." All renrore ballasts to be installed within the recommended distance from the lamp socket as per the manufacturer with access plates for maintenance and on neoprane pads for sound absomtion. B. Ballasts manufactured by the following are acceptable: l. Advance 2. Magretek 3. Molorola 4. Osram Sylvania 5. Acceptable equivalent. C. Conhactor shall provide ballast line side voltage rating with branch circuit voltage as shown on Contract Drawings. REFLECTORS A. Reflectors and reflecting cones or baflles shall be as follows: l. Absolutely free of any tooling marks including spinning lines, indentations caused by riveting or other assembly techniques. 2. No rivets, springs or other hardware visible after installation. 3. First quality polished, buffed and anodized finish, "Alzak" or approved equal. 4. Specular finish color as selected by the Architect or as specified in tbe fixture schedule. 5. All reflector and baffles of modified elliptical contour, with no apparent brightness from above 40o above the nadir, with no lamp image or any part ofthe larnp visible from above 40" above the nadir. 6. Cone flange formed as an integral part of the cone and with identical color and finish. Width ofthe flange covers all ceiling openings without lighr leaks or hardware visible. B. Other aluminum reflectors shall be as follows: l Formed and finished as noted on the Drawings and elsewhere in the Specification. 2. Reflectors free from blemisbes, scratches, or indentations which would distort their reflective function. Gore Creek Residences - Resldential Vail, Coloredo 03 Jenuarv 2005 8. 9. 10. I t I I I I I I t t I I I I T I I I ) tl Llghting Fixtures 16450-8 I T t l I I I I t I t I I t 2.12 3. Finished by means ofthe "Alzak" prccess or approved equal unless otherwise noted. C. Samples ofcolored aluminum finishes (black, brass, bronze, etc.) shall be submitted for approval before fabrication . LENSES A, All lenses secured by positive means with neoprene or silicone gasketing or washers as required to hold dre lens tight within a frame or attach to a housing. B. All glass lenses shall be heat treated (tempered) or sealed with a clear acrylic laminate layer to provide a "safety glass" rating. All lenses which require remova! for relamping or normal maintenance sball be attached to the fixture housing by a minimal length ofsafety chain to prohibit the lens from falling and striking surrounding surfaces. Glass edges exposed during the relamping process gasketed to prevent chipping or cracking. C. Glass lenses specified as translucent or "opal" shall be treated as follows: 1. Sand blasted. 2. Acid etched. 3. Wlite flashed. D. Acrylic lenses shall be | 00 percent virgin acrylic polymer, colorless, as manufactured by Rohm Hass or Dupont. E. The quality of the raw acrylic material must exceed IES, SPI, and NEMA Specifications by at least 100 percent which, as a minimum standard, shall not exceed yellowness factor of 3 after 2,000 hours of exposure in the Fade-o-meter or as tested by an independent test laboratory. Acrylic plastic lenses and diffusers shall be properly cast, molded or ertruded as specified, and shall remain ftee of any dimensional instability, discoloration, embrittlement, or loss oflight transmittance for at least 15 years. FIXTTJRE TRMS A. Fixtures shall have finish trim designed for the following types ofceiling systems: Ceiling Tlpe Trim Type 1. Recessed Incandescen! Fluorescan! or Metal Halide Fixtures a. Plaster - Overlap Trim. b. Concrete - Overlap Trim. c. Tile - Overlap Trim. d. Gypsum - Overlap Trim. e. Metal Pan, Concealed M - Modular, Fit-in Support. f. Lay-in - Modular, Tile with Flush Fit-in. 2. Contractor shall coordinate final ceiling tlpe with fixture trim prior to ordering fixtures. B. Provide trim details as shown on the Drawings oras specified, which are indicative of appearance and dimensional requirements. The trim finjsh and dimensions subject to the approval ofthe Architect. Mitered comers shall be continuously welded and smoothed before shop finish is applied. No lapping of trim metal for all flush mounted ceiling trims for rectrangular or square recessed fixtures. Gore Creek Residences - Residential Vail, Colorado 03 Januarv 2fi)5 2.13 I I t I Lighting Fixturcs 16450-9 I t I 1 I t I 2.14 2.ls D. Provide a mounting frame or ring with lock recessed or semi-recessed light fixture to secure the mounting frame to the ceiling and support any reflectors, trims, or lenses. Ring shall be compatible with the ceiling and of sufficient strength to rigidly support the fixture and any stress applied in relamping. LIGHTING FIXTTJRE TYPES AND CATALOGNI.JMBERS A- General: Various fixtures tlpes required are indicated on drawings fixture schedule. Fixtures must complywith minimum requirernents as stated herein. Review architectural drawings and specifications to verify ceiling types, modules, suspension systems appropriate to installation. NOTE: Catalog numbers are included for refetence. Provide all accessories and design features descn-bed herein regardless of whether such features are included in catalog reference including mounting hardware, louvers, lanses, filten, fiansformers, etc. SUPPORTS FOR SUSPENDED FIXTTIRES A. hovide separate and isolated s$pension for all fixtures required by the tocal Building Department. This may include rod hangen, hook hangers, or single sEm hangers. PART3 -EXECUTION EXAMINATION A. Examine areas and conditions under which lighting fixturcs are to be installed, and substrate for supporting lighting fixtures. NotiS Contractor in writing of conditions detrimental to proper completion of the wort. Do not proceed with work rmtil unsatisfactory conditions have been conected in manner acceptable to installer. INSTALLATION OF LIGHTING FXTI,]RTS A. ConFactor to coordinate exact quantities and critical dimensions with field conditions. B. Contractor to veriry and coordinate that appropriate framing, support stnrchrres, mounting bnckets, and other required structural connections are provided by the General Contractor or other tmdes to insure a timely, neat installation of all luminaries. C. Contractor to coordinate and provide any associated rnounting hardware, conduit connections, or associated appurterrances to effectively install the luminaries. Provide each light fixture with complete installation instructions. All light fixtures to be installed in skict conformance with manufacture/s rccommendafi ons and inshuctions. D. Insall lighting fixtures in accordance with fixture manufachrrer's written instructions, applicable requirements of NEC, NECA's "Standard of Installation," NEMA standards, and with recognized industry practices to ensure that lighting fixtures ftrlfill requirernents. E. Exact locations ofall lighting fixtures including mounting heights and plan dimensions are indicated on the Drawings. Any ambiguities or conflicts in this dimensional information is to be identified to the Architect prior to installation. Gore Creek Residences - Residentlal Vail. Colorado 03 January 2fi)5 3.01 I I t I I I I 3.02 I I I Lighting Fixtures 1645G10 I I F, G.t l t I I I I T I Provide fixtures or fixture outlet boxes with hangers to properly support fixture weight. Submit design of hangers, method of fastening other than specified herein, for review by Architect. Install flush mounted fixtures properly to eliminate lighl leakage belween fixture frame and finished surface. H. Provide plaster frames for recessed fixtures installed in other than suspended gnd type acoustical ceiling systans. Brace frames ternporarily to prevent distortion during handling. L Fasten fixtures securely to structural supports, and ensure lhat pendant fixtures are plumb and level, Provide individually mounted pendant fixtures longer than 2 feet with twin stem hangers. Provide stem hanger with ball aligners and provisions for minimum one inch vertical adjustment. Mount continuous rows offiltures with an additional stem hanger greater than number offixtures in the row. J. Tighten connectors and terminals, including screws and bolts, in accordance with equipment manufacturer's published torque fightening values for equipment connectors. Where manufacturefs torquing requirernents are not indicated, tightan connectors and terminals to comply with tightening torques specified on UL Stds. 486A and 4868 and the National Electrical Code. K. Support surface mounted fixtures greater than 2 feet in length at one (l) point in addition to the outlet box fixtures stud. L. Fasten electrical lighting fixtures and brackets securely to indicated struclural supports, including poles/standards, and ensure that installed fixtures are plum and level. M. Rigidly align all continuous mws of fixtures for true inJine appearance. N. Do not install exposed fixtures, reflectors or trims until all plastering and painting that may mar fixture finish is completed. Replace blemished, dented, damaged or unsatisfactory fixtures as directed. O. Battery powered emergency egress lighting shall be wired in accordance with manufacturers recommendations. Where room permits, emergency packs shall be installed in ballast compartments. Battery powered ernergency lights on switched circuits shall be fumished with an unswitched hot lead. Power sources shall be in accordance with applicable codes. P. Support all fixtures indepordent of ductwork or piping. a. Where firc rated ceilings are shown on the architectural drawings, provide insulation equivalant to ceiling construction above fixtures to fully enclose the opening created by the fixture. 3.03 FIELD QUALITY CONTROL A. Replace defective and bumed out lamps for a period of one year following the Date of Substantial Completion. B. At Date of Substantial Completion, replace lamps in lighting fixtures which have been operational over 200 houn and have a lamp life of less than 4,000 hours. l. Refer to Division-l sections for the replacemenVrestoration of lamps in lighting fixtures, where used for temporary Iighting prior to Date of Substantial Completion. Gore Creek Residences - Residential Vail, Colorado 03 January 2fi)5 I I t I I I I I Lighting Fixtures 154s0-11 3.04 C. Fumish stock or replacement lamps amounting to 5%, but not less than 6 lamps of each type and size used for the Project. Deliver replacement stock as directed to the Owner. AIMING AND ADruSTMENT All adjustable lighting units shall be aimed, focused, locked, etc., by the Conhactor under the observation of the Architect and Engineer. All aiming and adjusting shall be carried out after the entir€ installation is complete. All ladders, scaffolds, etc., required shall be fumished by the Contractor. As aiming and adusting is cornpleted, locking setscrews and bolts and nuts shall be tightened securely. Where possible, units shall be focused during the normal working day. However, where daylight interferes with seeing, aiming shall be accomplished at night. Verify that measured illuminance values comply wilh isolux plot diagram values. CLEANIJP Clean lighting fixtures of dirt and construction debris upon completion of insallation. Clean fingerprints and smudges from lorses. Two weeks prior to substartial completion, re-clean all fixtures to be free ofdus! fingerprints, and smudges from all visible parts of thc fixture. Protect installed fixtures from damage during rernainder of constnrction period. At the time offinal acceptance by the Owner, all lighting fixtures shall have been thoroughly cleaned with materials and mcthods reconrmended by the manufacturers, all brokan parts shall have been replaced, and all lamps shall be operative. GROTJNDING Providc equipmenl grouding connections for ligftting fixturcs as indicated. Tightan conncctions to comply with tightening torques sp€cified in UL Std 486A to assure permanent and effective grormds. 3.07 DEMONSTRATION Upon cornpletion of installation of lighting fixtures, and after building circuitry has been orergized apply electrical orergy to demonstrate capability and compliance with requirements. Where possible, correct malfunctioning units at site, ther retest to demonstrale cornpliance; odrerwise, remove and replace with new units, and proceed with retesting. END OF SECTTON Gore Creek Residences - Residential Vail, Colorado 03 Januarv 2005 t I t T I I I I I I I t I I B, B. c. I I Lighting Fixturas 16450-12 l.0l 1.02 I t I l I I I I I I t I I I I t I I t SBCTION 16510 INTELLIGENT REPORTING FIRE DETECTION SYSTEM PART I -GENERAL RELATED DOCI.IMENTS A. Drawings and general provisions of contract, including General and Supplementary conditions and Division-l specification sections, apply to work ofthis secfion. B. Division 16, Basic Electrical Materials & Methods apply to work specified in this section. C. Related work specified in other divisions ofthese specifications. l. Installation ofduct type smoke detectors. 2. Conhol wiring from Fire Alarm Control equipment to mechanical fans, dampers, control equipment both low voltage and line voltage and all other control wiring associated with mechanical equipment. 3. Provide 120 volt circuits to all smoke dampers as indicated on mechanical drawings connected to emergency panel. D. It is the intent of this Specifcationfor the Contractor to provide a completeJire detection and signaling system designed and installed for the areas indicated in these Specifcations and shown on the Contract Drawings. This contractor shall be the engineer of record for the fre alarm systems. Furnish all design, material, and labor to complete the contract within lhe intent of thae SpeciJications and Contract Drawings even though each and every ilem necessary is not speciJically mentioned or shown. DESCRIPTION A. T}is section ofthe specification includes the furnishing, installation, and connection ofthe microprocessor controlled, intelligent reporting fire alarm equipment required to form a complete coordinated system ready for operation. It shall include, but not be limited to, alarm initialing devices, alarm notification appliances, control panel, auxiliary conkol devices, annunciators, and wiring as shown on the drawings and specified herein. B. The fire alarm system shall comply with requirements ofNFPA Standard No.72 for protected premises signaling systems except as modified and supplemented by this specification. The system field $dring shall be supewised either electrically or by software-directed polling of field devices, C. The fire alarm system shall be manufac-tured by an ISO 9001 certified company and meet the requiremarts of BS EN900l: ANSyASQC Q9001-1994. D. The Fire Alarm Control Panel (FACP) and peripheral devices shall be manufactured by a single U.S. manufacturer. The installing company shall employ NICET (minimum Level II Fire Alarm Technology) technicians on site to guide the final check-out and to ensure lhe systems integnty. Intelllgent Reporting Fire Detection Systcm Gore Crcek Residences - Rcsidential Vail, Colorado 03 Januarv 2005 16510-r t t t I I I I I I A. B. 1.03 F. The base bid for this contract consists ofall devices, and installation of fire alarm systems that generally add to and interconnect with the fire alarm system in the existing building. A new intelligent reporting, microprocessor controlled fire detection systern shall be installed in accordance to the project specifications and drawings. Basic Performance: l. Alarm, trouble and supervisory signals from all intelligent reporting devices shall be encoded on an NFPA Style 6 (Class A) Signaling Line Circuit (SLC). 2. Initiation Device Circuits (IDC) shall be wired Class B (NFPA Style B). 3. Notification Appliance Circuits (NAC) shall be wired Class B (NFPA Style Y). 4. Digitized electronic signals shall ernploy check digits or multiple polling. 5. A single ground or opan on the slatem Signaling Line Circuit shall not cause s),stem malfunction, loss of operating power or the ability to report an alam. 6. Alarm sigrals arriving at the main FACP shall not be lost following a power failurc (or outage) until the alarm signal is processed and r€cordd. C. Basic Sptem Functional Operation: When a fire alarm condition is detected and rcported by one of the system initiating devices, the following functions shall immediately occun l. The systern alarm LED shall flash. 2. A local piezo elechic signal in the control panel shall sound. 3. A backlit 80 character LCD display shall indicate all information associated with the fire alarm condition, including ihe type of alann point and its location within the protected premises. 4. Printing and history storage equipment shall log the information associated each new fire alam conhot panel condition, along with time and &te of occurrence. 5. All s)4stem output programs assigned via control-by-event equations to be activated by the particular point in alarm shall be executed and the associated system outputs (alarm Notification appliances and/or relays) shall be activated- D. FireiSmoke Darnper Operation: I . Refer to Division I 5 for fire,/smoke darrper requirements. 2. Smoke detectors shall be interlocked via an auxiliary contact which will signal the damper actuator to close, The signal may be provided through an interposing relay. 3. The smoke detectors associated with the dampers shall be monitored by the fire alarm sYstem. 4. Fire,/snroke dampers shall be interlocked with the fan or duct smoke detectors. 5. Actuator power shatl be provided as shown on the drawings. SUBMITTALS A. General: Two copies of all subminals shall be submined to the Architect/Engineer for review. t I I I I I t I t I 1.04 t. Intelllgent Reporiing Fire Detection System Gore Creck Residences - Residential Vail, Colorado 03 January 2005 16510-2 B. c. D. E. t I T I I I t I I T I I I I I I I I I 2. All references to manufacturer's model numbers and other pertinent information herein is intended to eslablish minimum slandards ofperformance, function and quality. Equivalant equipment (compatible UL Listed) from other manufacturers may be substituted for the specified equipment as long as the minimum standards are met. 3. For equipment other than that specified, the contractor shall supply proof that such substitute equipment equals or exceeds the features, functions, performancg and quality of the specified equipmant. Shop Drawings: l. Sufficient information, clearly presented, shall be included to determine compliance widt drawings and specifi cations. 2. Include manufacture/s name(s), model numbers, ratings, power requircments, equipment layout, device anangement, complete wiring point-to-point diagrams, and conduit layouts. 3, Show annunciator layout, configurations, and terminations. 4. Provide battery calculations. Manuals: t. Submit simultaneously with rhe sbop drawings, cornplele operating and maintenance manuals listing tbe manufacturels name(s), including technical data sheets. 2. Wiring diagrams shall indicate intemal wiring for each device and the interconnections between the items of equiprnent. 3. Provide a clear and concise description ofoperation that gives, in detail, the information required to properly operate lhe equipment and system. Software Modifications I . Provide the services of a factory trained and authorized technician to perform all sptern software modificafions, upgrades or changes. Response time ofthe technician to the site shall not exceed 4 hours. 2. Provide all hardware, software, programming tools and documentation necessary to modifr the fire alarm system on site. Modification includes addition and deletion of devices, circuits, zones and changes to system operation and custom label changes for devices orpones. The system structure and software shall place no limit on the type or extent of software modifications on-site. Modification of software shall not require power-down ofthe system or loss of system fire protection while modifications are being made. Certifications: 1. Together with the shop drawing subminal, submit a certification from the major equipment manufacturer indicating thal the proposed supervisor ofthe installation and the proposed performer ofconhact maintenance is an authorized representative of the major equipment manufacturer. Include names and addresses in the certification. I,O5 GUARANTY Intelligeni Reporting Fire Detection Svstcm Gore Creek Rcsidcnces - Residential Vail, Colorado 03 Januarv 2005 16510-3 I I t.06 All work performed and all material and equipment fumished under this contract shall be free from defects and shall remain so for a period ofat least one (l) year from the date ofacceptance. The full cost of maintenance, labor and materials required to correct any defect during this one year period shall be included in the submittal bid. POST CONTRACT MAINTENANCE A. Complete maintenance and rcpair service for the fire alarm qttern shall be available from a factory trained authorized representative ofthe manufacturer ofthe major equipmenl for a period offive (5) years after expiration ofthe guaranty. B. As part of the submjttal, include a quote for a rnainterance contract to provide all maintenance, test, and repair described below. Include also a quote ofunscheduled maintenance/repair, including hourly rates for technicians trained on this equipment, and response travel costs. Submittals that do not identi$ all post contract maintenance costs will not be accepted. Rates and costs shall be valid for the period offive (5) years after expiration ofthe guaranty. C. Maintenance and testing shall be on a semiannual basis or as requircd by the authority having jurisdiction AHJ. A preventive maintenance schedule shall be provided by the confi?ctor that shall describe the protocol for prevantive maintenance. The schedule shall include: l. Syslematic examination, adjustment and cleaning ofall detectors, manual fire alarm stations, control panels, power supplies, relays, waterflow switches and all accessories of the firc alarm systern. 2. Each circuit in the fire alarm system shall be tested semiannually. 3. Each smoke detector shall be tested in accordance with the requiranants ofNFPA 72 Chapter 5. 4. Each firdsmoke damper shall be examined and tested. APPLICABLE STANDARDS AND SPECIFICATIONS The specifications and standards listed below form a part ofthis specification. The systern shall fully comply with the latest issue ofthese standards. A. National Fire Protection Association (NFPA) - USA: No. 72-1996 National Fire Alarm Code. No. l0l Life Safety Code. B. Underwritec Laboratories Inc. (JL) - USA: No. 268 Smoke Detectors for Fire Protective Sigraling Systerns. No. 864 Control Units for Fire Protective Sigraling Systons. No.268A Smoke Detecton for Duct Applications. No. 521 Heat Detecton for Fire Protective No. 464 Audible Sig-naling Appliances. No.38 Manually Actuated Signaling Boxes. No. 346 Waterflow Indicators for Fire Protective Signaling Systans. No. l97l Visual Notifi cation Appliances. I I I I I t I I T I t I T I I I 1.07 C. Local and State Building Codes. Intelligent Reporting Fire Detection System Gore Creek Resldences - Residential Vail, Colorado 03 Januarv 2fi)5 r5sl04 l t D. All requirements of the Authority Having Jurisdiction (AHJ). I r.o8 APPRovALs l A. The system shall have proper listing and/or approval from the following nationally recog-nized agancies: LJL Underwriters Laboratories lnc I FM Factory Mutual ! B. The installed fire alarm s)6tem shalt show the date at the control panel offinal inspection and |I acceptance by the local authority havingjurisdiction. I PART2-PRODUCTSa I 2.01 MANLJFACT{JRIRS I A. Acceptable manufacurers: t t simplex , 2. Notifier 3, ESTt B. Substitutions shall be in accordance with provisions for product substitutions in Division I of these specifications. I 2.02 EQUIPMENT AND MATERIAL, GENERAL I A. All equipment and components shall be new, and the manufacturels current model. The materialgrr appliances, equipment and devices shall be tested and lisled by a nationally recognized approvals -) agorcy for use as part of a protective sigrraling system, meeting the National Fire Alarm Code. I B. All equipment and components shall be installed in strict compliance with manufacturers' recommendations. Consult the manufacturer's installation manuals for all wiring diagrams, ^ schernatics, physical equipment sizes, etc., before beginning system installation. '- C. All Equipment shall be attached to walls and ceiling/floor assernblies and shall be held firmly in t place (e.g., detectors shall not be supported solely by suspended ceilings). Fasteners and I supports shall be adequate to support the required load. 2.O3 CONDUITANDWIRE f A. Conduit: i l. Conduit shall be in accordance with The National Electrical Code (NEC), local and state I requiremerts. | 2. ln plenums, all wiring shall be installed in conduit or raceway. Conduit fill shall notrr exceed 40 percent ofinterior cross sectional area where three or more cables are contained within a single conduit. I Intelligent Reporting Fire Detectlon Svstem 16510-5 Gore Creek Residences - ResidentlalI *llif$"i;t!r Cable must be separated from any open conductors ofPower, or Class I circuits, and shall not be placed in any conduit, junction box or raceway containing these conductors, as per NEC Article 76G29. Wiring concealed in walls and inaccessible ceilings shall be installed in conduit. Wiring for 24 volt control, alarm notificafion, emergency communication and similar power-limited auxiliary functions may be run in the same conduil as initiating and signaling line circuits. All circuits shall be provided with transient suppression devices and the systern shall be designed to permit simultaneous operation ofall circuits without interferen ce or loss ofsignals. Conduits shall not enter the Fire Alarm Control Panel, or any other remotely mounted Control Panel equipment or backboxes, except where conduit entry is specified by the FACP manufacturer. Conduit shall be 3/4 inch (19.1 mm) minimum. Ends of conduit shall be bushed. All fire alarm system wiring shall be new. Wiring shall be in accordance with local, state and national codes (e.g., NEC Article 760) and as recommended by the manufacturer of the fire alarm system. Number and size of conductors shall be as recommclded by the fire alarm s)6tem manufacturer, but not less than I 8 AWG ( | .02 mm) for Initiating Device Circuits and Signaling Line Circuits, and l4 AWG (1.63 mm) for Notification Appliance Circuits. All wire and cable shall be listed and/or approved by a recognized testing agancy for use with a protective signaling system. Wire and cable not installed in conduit shall have a fire resistance rating suitable for the installation as indicated in NFPA 70 (e.g., FPLR). Wiring used for the multiplex communication loop shall be twisted and shielded and support a minimum wiring distance of 10,000 feet (254 m). The sptern shall support up to 1,000 ft. (25.4 m) of untwisted unshielded wirc. The system shall permit use of IDC and NAC wiring in the same conduit with the communication loop. All field wiring shall be completely supervised. The Fire Alarm Control panel shall be capable of T-Tapping Class B (NFPA Styte 4) Signaling Line Circuits (Sl,C's). Sptems which do not allow or have restrictions in, for example, the amount ofT-Taps, length ofT-Taps etc., are not acceptable. c.Terminal Boxes, Junction Boxes and Cabinels: All boxes and cabinets shall be UL listed for their use and purpose. Initiating circuits shall be arranged to serve like calegories (manual, smoke, waler flow), Mixed category circuitry shall not be permitted except on signaling line circuits connected to intelligent reporting devices. E. The Fire Alarm Control Panel shall be connected to a separate dedicated branch circuit, maximum 20 amperes. This circuit shall be labeled at the Main Power Distribution Panel as FIRE AI,ARM. Fire Alarm Control Panel Primary Power wiring shall be l2 AWG. The Control Panel Cabinet shall be grounded securely to either effectively grounded building steel or grounding rod. The ground I I t I I t T I I t T 6. 1 1 I 1 I I I D. J. 5. t. 2. 6. 7. B. 3. 4. 5. Intelligent Reporting Fire Detection System Gore Creek Residences - Residcntial Vail, Colorado 03 Januarv 2005 16510-6 2.04 I I I I I T I I d. e. t. h. i. j. k. t. m. n. o. p. t t t I I I I I I I must be bonded to the electric service ground. MAIN FIREALARM CONTROL PANEL A. The FACP shall contain a microprocessor based Central Processing Unit (CPLI). The CPU shall communicate with and control the following types of equiprnent used to make up tbe system: intelligant detectors, addressable modules, printer, annunciators, and other system controlled devices. B. Systern Capacity and Ganeral Operation l. The control panel shall provide, or be capable ofexpansion to 198 intelligent/addressable devices. 2. The systern shall include Form-C alarm and trouble relays rated at a minimum of 2.0 arnps @ 30 VDC. It shall also include four Class B (NFPA Style Y) prograrnmable Notification Appliance Circuits. 1. The system shall zupport up to 99 programmable EIA-485 driven relays for an overall system capacity of30l circuits. 4. The Fire Alarm Control Panel shall include a full featured operator interface control and annunciation panel that shall include a backlit Liquid Crystal Display, individual, color coded system status LEDs, and an alphanumeric keypad for the field pmgramming and control of the fire alarm system. 5. All programming or editing ofthe existing program in the system shall be achieved without special equipment and without interrupting the alarm monitoring functions ofthe Fire Alarm Control Panel. 6. The FACP shall provide the following features: a. Drift Compensation to extend detector accuracy over life. b. Sensitivity Test, meeting requirements of NFPA 72, Chapter 5. c. Maintenance Alert to wam ofexcessive smoke detector dirt or dust accumulation. System Status Reports to display or printer. Alarm Verifi cation, with verifi cation counters. PAS presignal, meeting NFPA 72 3-8.3 requirernants. Rapid manual station reporting (under 2 seconds). Non-Alarm points for general (non-fire) control. Periodic Detector Test, conducted automatically by software. Pre-alarm for advanced fire warning. Cross 7-oning widr the capability of: counting two detectors in alarm, two software zones in alarm, or one smoke detector and one thermal detector, March time and ternporal coding options. Walk Tesf with check for two detectors set to same address. UL 1076 Security Monitor Points. Control-By-Time for nor-fire operations, with holiday schedules. Day/Night automatic adjustment of detector sensitivity. 7 . fie FACP shall be capable of coding Notification circuits in March Time (120 PPM), Temporal (I\IFPA 72 A.2.2.2.2), and California Code. C. Central Microprocessor l The Microprocessor shall communicate with, monitor, and control all external interfaces with the control panel. It shall include EPROM for system program storage, non-volatile mernory for building-specific program storage, and a "watch dog' timer circuit to detect Intelligent Rcporting Fire Detection System Gore Creek Residences - Residentlal Vail, Colorado 03 Januarv 2fi)5 16510-7 I I I T I t I T 2. 3. D. and report microprocessor failure. The microprocessor shall contain and execute all control-by-event programs for specific action to be taken if an alarm condition is detected by the systan. Control-by-event equalions shall be held in non-volatile programmable mernory and shall not be lost even if systern primary and secondary power failure occurs. The microprocessor shall also provide a real-time clock for time annotation of systern displays, printer, and history file. The time-of-day and date shall not be lost if system primary and secondary power supplies fail. The real time clock may also be used to control non-fire functions al programmed time-otday, day-of-week, and day-of-year. Display L The display shall provide all the conhols and indicators used by the s)6tem operator and may also be used to program all systern operalional parameters. 2. The display shall include status information and custom alphanumeric labels for all intelligent detectors, addressable modules, and software zones. 3. The display shall provide an 80-character backJit alphanumeric Liquid C4rstal Display (LCD). It shall also provide 5 Light-Emitting-Diodes (LEDs), that will indicate the statrs of the following syslem parameters: AC POWER, SYSTEM ALARM, SYSTEM TROUBLE, SIGNAL SILENCED, SUPERVISORY, and PRE-ALARM. 4. The Dsplay shall provide a touch key-pad with control capability to command all system funcfions, entry of alphabetic or numeric information, and field programming. Two different password levels shall be provided to prevent unauthorized systern control or programming. 5. The Dsplay shall include lhe following operator functions: SIGNAL SILENCE, RESET, DRILL, and ACKNOWLEDGE. Sigraling Line Circuit (SLC) l. The SLC interface shall provide power to and communicale with up to 99 intelligant detectors (Ionization, Photoelectric, or Thermal) and 99 intelligerr modules (monitor or control) for a system capacity of 198 devices. This shall be accomplished over a single SLC loop and shall be capable ofNFPA 72 Style 4, Style 6, or Style 7 wiring. The loop interface shall receive analog information from all intelligent detectors that shall be processed to determine whether normal, alarm, or trouble conditions exist for each detector. The softwarc shall automatically maintain the detector's desired sensitivity level by adjusting for the effects of environmental factors, including the accumulation ofdust in each detector. The analog information shall also be used for automatic deteclor testing and for the automatic determination of detector maintsnance requirern€nts. The de,tector software sball mea NFPA 72, chzpter 7 rcquirements and be certified by uL as a calibrated sensitivity tesl instrument. The detector software shall allow manual or automatic sensitivity adjustment. F. Serial Interfaces l. An EIA-232 interface between the Fire Alarm Conhol Panel and UL Listed Electronic Data Processing (EDP) peripherals shall be provided. 2. The EIA-232 interface shall allow the use of printers, CRT monitors, and PC compatible 3 t T E. I comPuteni. Intelllgent Reporting Fire Detection System t I t I I I 3. 4. Gore Creek Resldences - Residentlal Vail, Colorado 03 January 2005 16510-8 3. 4. G. H. J. K. L. I I I l I T I I t I T I I I I I I I I The EIA-232 interface shall include special protocol methods that allow off-site monitoring ofthe FACP over standard dial-up phone lines. This ancillary capability shall allow remote readout ofall status information, including analog values, and shall not interfere with or degrade FACP operations when used. It shall allow remote FACP Aclcrowledge, Reset, or Signal Silence in this mode. It shall also allow adjustment of detector sensitivity and readout ofthe history file. An EIA-485 interface shall be available for the serial connection ofremole annuncialors and LCD displays. The EIA-485 interface may be used for network connection to a Proprietary Receiving Unit. Enclosures: l. The control panel shall be housed in a UL listed cabinet suitable for surface or semi-flush mounting. Cabinet and front shall be corosion protected, givan a rust-resistant prime coat, and manufacturer's standard finish. 2. fie door shall provide a key lock and shall include a glass or other transparent opening for viewing of all indicators. All interfaces and associated equipment are to be protected so that they will not be affected by voltage surges or line transients, consistent with UL standard 864. Optional plug-in modules shall be provided for by NFIA 72, Chapter ,Transmitters. An optional module shall be available which provides 8 Form4 relays rated at 5.0 amperes. The relays shall track programmable software zones. Power Supply: l. The Power Supply shall operate on 120 VAC,60 Hz, and shall provide all necessary power for the FACP. 2. It shall provide 5.0 amps ofusable notification appliance power, using a 24 VDC regulator. An 3.0 amp notification expansion power supplies shall be available for the requiranenb ofUL 1971 and ADA devices. 3. It shall provide a battery charger for 24 hours ofstandby using dual-rate charging techniques for fast battery recharge. 4. It shall provide a very low frequency sweep earth detect circuiq capable of detecting earth faults. 5. It shall be powerJimited per 1995 UL864 standards. 6. It shall provide meters to indicate battery voltage and charging current. Field Charging Power Supply: The FCPS is a device designed for use as either a remote 24 volt power supply or used to power Nofification Appliances. 1. The FCPS shall offer up to 6.0 amps (4.0 amps continuous) of regulated 24 volt power. It shall include an integral charger desigred to charge 7.0 amp hour batteries and to suPport 60 hour standby. 2. The Field Charging Power Supply shall have two input triggers. The input trigger shall be a Notification Appliance Circuit (from the fire alarm conhol panel) or a relay. Four outputs (two Style Y or Z and two style Y) shall be available for connection to the Notification devices. Intelligent Rcporting Flre Detection System Gore Creek Residences - Residential Vail, Colorado 03 January 2lX)5 1551&9 3. The FCPS shall include an attractive surface mount backbox. 4. The Field Charging Power Supply shall include the ability to delay the AC fail delay per I 993 NFPA requirements. 5. The FCPS includc power limited circuitry, per 1995 UL standards. Field Wiring Terminal Blocks For ease of service all panel VO wiring terminal blocks shall be a removable, plug-in type and have sufficient capacity for I 8 to 12 AWG wire. Operators Controls l. Acknowledge Switch: a, Activation of the control panel Acknowledge switch in response to new alarms and/or troubles shall silence the local panel piezo electric signal and change the alarm and Trouble LEDs from flashing mode to steady-ON mode. If multiple alarm or trouble conditions exist, depression ofthis switch shall advance the 80+haracler LCD display to the next alarm or trouble condition. b. Depression ofthe Acknowledge switch shall also silence all rernote annunciator piezo sounders, 2. Signal Silence Switch: Activation ofthe Signal silance switch shall cause all programmed alarm notification appliances and relays to retum to the normal condition after an alarm condition. The selection ofnotification circuits and relays that are silenceable by this switch shall be fully field programmable within the confines of all applicable standards. The FACP software shall include silence inhibit and autosilence timers. 3. Systern Reset Switch: T'he s)6tem ieset switch shall cause all electronically-latched inifiating devices, appliances or software zones, as well as all associated output dwices and circuits, to return to lheir normal condition. Holding the system RESET switch shall perform a lamp test function. 4. Drill (Evacuate) Switch. fie drill switch shall activate all notification appliance circuits. The drill function shall lalch until the panel is silenced or reset. Printer l. The printer shall provide hard-copy printout ofall changes in status ofthe system and shall time-stamp such printouts with the cunent time-ofday and dale. The pdnter shall be slandard carriage with 80-characters per line and shall use stan&rd pin-feed paper. The printer shall be anclosed in a separate cabinet suitable for placemort on a desk top or table. The printer shall communicale wirh the contol panel using an interface cornplying with Electrical Industries Association standard EIA-232D. Power to the printer shall be 120VAC @60H2. P. Field Programming I I I T I I I I I I I I I I I I I I I M. N. o. l. Intelligent Reporting Fire Detection System The system shall be programmable, configurable and expandable in the field without the need for special tools or electronic equipmert and shall not requirc field replacemart of Gore Creek Resldences - Residential Vail, Colorado 03 Januarv 2005 r6510-10 I T t l I I I T I I I t I I I I I I I electronic integrated circuits. All programming may be accomplished through the standard FACP keypad. All field defined programs shall be slored in non-volatile memory. The programming function shall be enabled with a password that may be defined specifically for the systan when it is installed. Two levels ofpassword protection shall be provided in addition to a key-lock cabinet, One level is used for status level changes such as zone disable or manual on/offcommands. A second (higherJevel) is used for actual change of program information- Program edil shall not interfere wilh normal operation and fire protection. Ifa fire condition is detected during pmgramming operation, the systern shall exit programming and perform fire protection functions as programmed. A special progem check function shall be provided to detect common operator erro6. An Auto-Program (self-leam) fimction shall be provided to quickly install initial functions and make the system operational. For flexibility, an off-line programming function, with batch upload/download, shall also be available. a.Specifi c System Operations l.Smoke Detector Seflsitivity Adjust: A rneans shall be provided for adjusting the sensitivity ofany or all analog intelligent smoke detectors in the system from the control panel. Sensitivity range shall be within the allowed UL window. Alarm Verification: Each intelligent addressable smoke detector in the system shall be indepandently selected and enabled to be alarm verified. The alarm verification delay shall be programmable from 5 to 30 seconds. The FACP shall keep a count of the number of times that each detector has entered the verification cycle. These counters may be displayed and reset by the proper operator commands. Point Disable: Any device in the system may be enabled or disabled through the system keypad. Point Read: The system shall be able to display or print the following point status diagnostic functions: a. Device status. b. Device types. c. Cuslom device labels. d. View analog detector values. e- Device zone assignments, f. All program Parameters. System Status Reports: Upon command from an operator ofthe system, a status r€port will be generated and printed, listing system status. System Hislory Recording and Reporting: The Fire Alarm Control Panel shall contain a History Bufler that will be capable of storing up to 650 system alarms/troubleVoperator actions. Each oflhese activations will be stored and time and date stamped with the actual time of the activation. The contenls of the History Buffer may be manually reviewed, one event at a time, or printed in its entirety. Although the foreground history buffer may be cleared for user convenience, a background, non-erasable buffer shall be maintained which provides the last 650 system events. The History Buffer shall use non-volatile memory. Systems that use volatile memory for history storage are not acceptable. Automatic Detector Maintenance Alerl The Fire Alarm Control Panel shall automatically interrogate each intelligent smoke detector and shall analyze the deteclor responses over a period of time. If any intelligent smoke deiector in the system responds with a reading that is below or above normal limits, then the sptem will enter the Trouble Mode, and the 5. 2. J. i 6. .'. 4. 6. Intelligent Repol1ing Fire Detection Svstem Gore Creek Residences - Residential Vail, Colorado 03 January 2005 16510-l t I particular detector will be annmciated on the system display, and printed on the optional printer. This feature shall in no way inhibit the receipt of alarm conditions in the system, nor shall it require any spec'ial hardware, special tools or computer expertise to perform. Pre-alarm Function: The s)stem shall provide two levels ofpre-alarm waming to give advance notice ofa possible fire situation. Both prc-alarm levels shall be fully field adjustable. The first level shall give an audible indication at the panel. fie s€cond level shall give an audible indication and may also activate control relays. The system shall also have the ability to activate local detector sounder bases at the pre-alarm level, to assist in avoiding nuisance alarms. Software Zores: The FACP shall provide 99 software zones. All addressable devices may be field pmgrammed to be grouped into software zones for control activation and annunciation purposes. SYSTEM COMPONENTS Programmable Electronic Sounders: Electronic sounders shall operate on 24 VDC nominal, Elechonic sounders shall be field programmable without the use ofspecial tools, to provide slow whoop, continuous, or interrupted tones with an output sound level ofat least 90 dBA measured at l0 feet from the device. Shall be flush or surface mounted as show on plans. Strobe lights shall meet the requirements of the ADA, UL Standard l97l and shall meet the following criteria: The maximum pulse duration shall be 2/10 of one second. Strobe intensity shall meet the requirements ofUL 1971. The flash rate shall meet the requirements of UL l97l . Audible/Visual Combination Devices: I . Shall meet the applicable requirernents ofSection A listed above for audibility. 2. Shall meet the requiremants of Section B listed abovc for visibility. Duct Smoke Detecton Duct smoke detectors shall be a 24 VDC tne wilh visual alarm and power indicators, and a reset switch. Each detector shall be installed upon the cornposite supply/rctum air duct{s), with properly sized air sampling h,rbes. Sampling tubes shall be coordinated with equipment fumished in Division 15. Auxiliary contacts shall be provided. E. Addressable Devices - General l. Addressable Devices shall provide an address-setting means using rotary decimal switches. 2. Addressable Devices shall use simple to install and maintain decade (numbered 0 to 9) type address switches. Devices which use a binary address setting metlrod, such as a dip switch, are not an allowable substitute. 3. Detectors shall be intelligent and addressable, and shall connect with two wircs to the 8. 9. t T I I I I I I l. 2. 3. l. 2. 3. B. c. D. I Intelligent Reporting Fire Detection System t I T I I I Gore Creek Residences - Residential Vail, Colorado 03 January 2005 r6510-12 4. 5. I I I I I Fire Alarm Control Panel Signaling Line Circuits. Addressable smoke and thermal detectors shall provide dual alarm and power LEDs. Both LEDs shall flash under normal conditions indicating that the detector is operational and in regular communication with the control panel, and both LEDs shall be placed into steady illumination by the control panel, indicating that an alarm condition has been delected. If required, tbe flashing mode operation ofthe detector LEDs shall be optional through the system field program. An output connection shall also be provided in the base to connect an external remote alarm LED. The fire alarm control panel shall permit detector sensitivity adjustment through field programming ofthe system. Sensitivity shall be automatically adjusted by the panel on a time-of-day basis. Using software in the FACP, detectors shall automatically compensate for dust accumulation and other slow environmental changes lhat may affect their performance. The detectors shall be listed by UL as meeting the calibrated sensitivity test requirements ofNFPA Standard 72, Chapter 7. 7. The delectors shall be ceiling-mount and shall include a separate twistlock base with tamper proof feature. Auxiliary contacts sball be provided when detections are used for fire./smoke damper and door release functions. 8. The delectors shall provide a test means whereby they will simulate an alarm condition and rcport lhat condition to the control panel. Such a test may be initiated at the detector itself @y activating a magretic switch) or initiated remotely on command from the control panel. 9. Detectors shall also store an intemal identifuing type code that the control panel shall use to identiff the type of device (ION, PHOTO, THERMAL). Addressable Pull Box (manual station) l. Addressable pull boxes shall, on command from the control panel, send data to lhe panel representing the state ofthe manual switch and the addressable communication module status. They shall use a key operated test-reset lock, and shall be designed so that after actual emergency operation, they cannot be restored to normal use except by the use ofa key. 2. All operated stations shall have a positive, visual indication of operation and utilizn akey tyPe reset. 3. Manual stations shall be constructed of Lexan with clearly visible operating instructions provided on lhe cover. The word FIRE shall appear on the front ofthe stations in raised Ietters, | .75 inches (44 mm) or larger. Intelligenl Photoelectric Smoke Detector I I I t I I t l I I I I I F. G. Intelligent Reporting Fire Detection System l. The detectors shall use lhe photoelectric (light-scattering) principal to measure smoke density and shall, on command from the control panel, send data to the panel representing the analog level ofsmoke density. H. Intelligent Thermal Detectors l. Thermal detectors shall be intelligent addressable devices rated at 135 degrees Fahrenheit (58 degrees Celsius) and have a rate-of-rise elemenl rated at 15 degrees F (9.4 degrees C) per minute. It shall connect via two wires to the fire alarm control panel signaling line circuit. Gore Creek Residences - Residential Vail, Colorado 03 Januarv 2005 r65lGl3 I I I I I I I I tK. Addressable Dry Contact Monitor Module l. Addressable monitor modules shall be provided to connect one supewised IDC zone of conventional alarm initiating devices (any N,O. dry contact device) to one of the fire alarm control panel SLCs. 2. The monitor module shall mount in a 4-inch square (l0l .6 mm square), 2-ll8 inch (54 mm) deep electrical box. 3. The IDC zone shall be suitable for Style D or Style B operation. An LED shall be povided that shall flash under normal conditions, indicating that the monitor module is operational and in regular communication with the control panel. 4. For difficult to reach arcas, thc monitor module shall be availablc in a miniature package and shall be no larger than 2-314 inch (70 mm) x l-l/4 inch (31,7 mm) x l/2 inch (12.7 mm). This venion need not include Style D or an LED. Two Wire Detector Monitor Module l. Addressable monitor modules shall be provided to connect one supervised IDC zone of conventional 2-wirc smoke detectors or alarm initiating devices (any N.O. dry contact device). 2. The two-wire monitor module shall mount in a 4-inch square (101.6 mm square), 2-l18 inch (54 mrn) deep electrical box or with an optional surface backbox. 3. The IDC zone may be wired for Class A or B (Sryle D or Style B) operation. An LED shall be provided that shall flash under normal conditions, indicating that the monitor module is operational and in regular communication widr the control panel. Addressable Control Module l. Addressable control modules shall be provided to supewise and control the operation of one conventional NACs of compatible, 24 VDC powered, polarized audio/visual notification appliances. For fan shutdown and othet auxiliary control functions, the control module may be set to operate as a dry contract relay, 2. The control module shall mount in a standard 4-inch square (101.6 mm square), 2-ll8 inch (54 mm) deep electrical box, or to a surface momted backbox. 3. The control module NAC may be wired for Style Z or Style Y (Class A./B) with up to I arnp of inductive A./V sigral, or 2 amps ofresistive A./V signal operation, or as a dry contact (Form-C) relay. The relay coil shall be magnetically lalched to rcduce wiring connection requircments, and to insurc that 100% of all auxiliary relay or NACs may be anergized at the same time on the same pair of wires, 4. Audio,/visual powcr shall be provided by a separate supervised power circuit from the main fire alarm control panel or from a supervised, UL listed remote power supply. 5. fie control module shall be suitable for pilot duty applications and rated for a minimum of 0.6 amps at 30 VDC. Isolator Module I . Isolator modules shall be provided to automatically isolate wire-to-wire short circuits on an SLC Class A or Class B branch. The isolator module shall limit the number of modules or detectors that may be rendered inoperative by a short circuit fault on the SLC loop segment or branch. At leasl one isolator module shall be providcd for each floor or protectd zone ofthe building. 2. Ifa wire-to-wire short occurs, the isolator module shall automatically open-circuit (disconnect) the SLC. W}en the short circuit condition is corrected, the isolator module L. Intclligent Reporting Fire Detection System T I T I T I I I Gorc Crcek Residences - Residential Vail. Colorado 03 Januarv 2005 r6510-14 4. I t t I I I I I I t I t shall automatically reconnect the isolaled section. The isolator module shall not require any address-setting, and its operations shall be totally automatic. It shall not be necessary to replace or reset an isolator rnodule after its normal operation. fie isolator module shall mount in a standard Ainch (101.6 mm) deep electrical box or in a surface mounted backbox. It shall provide a single LED that shall flash to indicate that the isolator is operational and shall illuminate steadily to indicate that a short circuit condition has been detected and isolated. M. LCD Alphanumeric Dsplay Annunciator: l. The alphanumeric display annunciator shall be a supervised, backJit LCD display containing a minimum ofeighty (80) characlers for alarm annunciation in clear English lext. 2. The LCD annunciator shall display all alarm and trouble conditions in the system. 3. Up to 32 LCD annunciators may be connected to a EIA 485 interface. LCD annunciators shall not reduce lhe annunciation or point capacity ofthe system. Each LCD shall include vital system wide functions such as, Systern Acknowledge, Silence and Reset. 4. LCD display annunciators shall mimic the main control panel 80 character display and shall not tequire special programming. 5. The LCD annunciator shall have swilches which may be programmed for System control such as, Global Acknowledge, Global Signal Silence and Global System Reset. These switch inputs shall be capable ofbeing disabled permanently or by a key lockout finction on the front plate. BATTERIES A. Shall be 12 volt, Gell-cell tlpe (minimum two required). B. Battery shall have sufficient capacity to power the fire alarm slatem for not less than twenty-four hours plus 5 minutes of alarm upon a normal AC power failure. C. The batteries are to be completely rnaintenance free. No liquids are required. Fluid level checks refilling, spills and leakage shall not be required. PART3 -EXECUTION 3.01 INSTALLATION Instalfation shall be in accordance with the NEC, NFPA l2,local and state codes, as shown on the drawings, and as recommended by the major equipment manufacturer. All conduit, junction boxes, conduit supports and hangers shall be concealed in finished areas and maybe exposed in unfinished areas. Smoke detectors shall not be installed priot to the system programming and test period. If construction is ongoing during this period, measures shall be taken to protect smoke detectors from contamination and physical damage. All lire detection and alarm system devices, control panels and remole annunciators shall be flush B. I I I t I t Intelligent Reporting Fire Detectlon System Gore Creek Residences - Residential Vail. Colorado 03 January 2005 16510-1s I 3.02 Intelligent Reporting Fire Detection System T I I I t I t I I3.03 I I T I I I 3.04 mounted when located in finished areas and may be surface mounted when located in unfinished I areas. TEST A. Provide the service ofa competent, factory-Fained engineer or technician authorized by the manufacturer of the fire alarm equipm€nt to technically supewise and participate during all ofthe adjustnents and tests for the system. All testing shall be in accordance with NFPA 72, C\apbt 7. l. Before energizing the cables and wires, check for correct connections and test for short circuits, ground faults, continuity, and insulation. 2. Close each sprinkler system flow valve and veri! proper supervisory alarm at the FACP- 3. Verify activation ofall flow switches. 4. Open initiating device circuits and verifu that the trouble signal actuates. 5. Open and short signaling line circuits and veriff that the houble signal actuates. 6. Open and short Notification Appliance Circuits and veri$ $at trouble signal actuates. 7. Ground all circuits and verifr response oftrouble sigrals. 8. Check presence and audibility oftone at all alarm notification devices. 9. Check installation, supervision, and operation ofall intelligent smoke detectors using the Walk Test. 10. Each of the alarm conditions that the system is requircd to detect should be introduced on the syslem. Verifu the proper receipt and the proper processing ofthe sigral at dre FACP and the conect activation of the control points. I l. When the systan is equipped with optional features, the manufacturet's manual should be consulted to determine the proper testing procedures. This is intended to address such items as veri$ing controls performed by individually addressed or grouped devices, sensitivity monitoring, verifi cation functionality and similar. B. The contractor shall fumish smoke bombs and other rnaterials in sufficiant quantity to veriry and test the system prior to final acceptance. FINALINSPECTION A. At the final inspection a factory trained representative ofthe manufacturer of the major equipment shall demonstrate that the spterns function properly in every r€spect. INSTRUCTION A. Provide four hours (minimum) instruction as required for operating the sysrem. Hands-on demonstrations of the operation ofall system components and tbe entirc sptem including program changes and functions shall be provided. B. The Contractor md/or the Systems Manufacturet's representatives shall provide a typed or printed "Sequence of Operation" in quick-reference format, END OFSECTION Gore Creek Residences - Resldential Vail, Colorado 03 Januarv 2005 r6510-16 B, c. B. t.o2 I I T I I T I t I t I I I I I I I I I SECTION 1672I FIREALARMSYSTEM PARTI GENERAL I.OI GENERALDESCRIPTION Provide all rnaterials and labor for the design and installation of tlrc fire alarm zones for Residential Building l plrcsas (TwolJnits per phase, eight resldential buildlngs) on the provided automatic fire alarm systenr, hereafter referred to as the systerl with contol panel located in the Tunnel Garage Fire Cornnnnd Room ond profided undcr lhe Tunnel phose. All work shall be performed in accordarrce with these specifications and good practice. No modifications to these specifications will be accepted without the expressed written approval of the Owner. It is the Contractols responsibility to document Owne/s approval of any swh rmdificatioru prior to the execudon ofwork System concept drawing sheets g*Ug*reugb-FAfl4 are for information only to show potential system arrangernent. Contractor shall field verif all information contained on these drawings and is responsible for desigr and installation of the system in accordance with the specifications The bid dnwings do not show all inforrnation necessary for imtallation of tlre systerg but are int€nded to be used as a guide by the Contactor for the purpose of desigrring lhe system and preparing a bid. As suc[ ihey indicate: l. Approximate device locations. 2. Types and minimum quantities of initiating devices and notification appliances. 3. Location ofthe new fire alarm system contol rmi(s). 4. Location of electricaVmechanical equiprnent to be interfaced to, rnnitored and/or controlled by the new fire alarm s;rstern INTENT OF SPECTFICATIONS It is intended that the work performed pursuant to these specifrcations be conplete in every respect resulting in a system irstalled entirely in accordance with the applicable codes, standards, manufacturer's recomnrendations and Underwriten Laboratories Inc. (JL) listings. It is firther intended that upon conpletion of this work, the Owner be provided with: l. Conplete information and drawings describing and depicting the entire system as installod, irrcluding all inforrnation trc€ssary for rnaintaining, troubleshooting, and/or eiEalding tlrc system at a funue date. 2. Conplete docurnentration of system testing. 3. C.ertification that the entire system has been inspected and tested, is installd entirely in accor&rrce with tlrc applicable codes, standards, manufachrer's rcorlrrndati)rr and UL listings, and is in proper working order. Contactor shall use "Fire Alarm System Record of Conpletion" as required by Section 4.5.2 ofNFPAT2 - 2002 edition- 1.03 WORKINCLIJDED Provide and install a new fully addressable and intelligent fire alarm system consisting of: Gore Crbek Residences - Residential Vailo Colorado 3$qtenWW4 12 Jonuary 2(M5 tr'ire Alarm System t6Tzt -l t. Pire darrn eenfel unit l€ea ire 2. €sieedi+private -rragp porr rel 3. @ 4. tleot eeeeters iF t}e eiiyab garages and udt 9t€ 5. 6. Vbible -edfieaHen rFpr:''rees Sreugheut the Trurnel, 1 . Smohe detedors lhroaghout the lhree levek of raidattid units. 2. Heat daeqors ln the resideafiol anil cratd qnces and uility room. 3. Autlihle nAiftcUion opplianca throaghou the thrce lq* of residantial unils B. Providc and install sprinkler and sundpipe syst€m $rp€rvisory ard alarm devices il nat provfuIed b! the Tunnel phose aonlnaclor. C. Provide ad insbll deviceq equipmeng and wiring necessary to transmit fire houblg and srryervisory signals to 0r security/ft€ departsrEnt (or cenkal station) to worh with whn is ptovlded Q the T a n tt el p h a se c o n l rsclo r. D. Test and adjust all rrw equipment and sysErns. E. Prepare and submit shop drawings, contsactor record drawfurys and otlrer submittals required hercin F. Guarante€ all new equipment and s)'stems for one year after final acc€ptance of the system by tlre Owner. G. Obtaiq secwe, ard pay for all permits, plan check approvals, 6sd inTections necessary to perform dre uorlc. H. Provide testing of all devices ad repair as necessary of new ard existing eguipmen[ dudng ttp warmnty p€riod up to and inchding the fiFt annual tests, as required in NFPA 72 - 20O2 as a minirum I. R4air all damage r€sulting from this work in accordarrce with the of dre Ortting, Patching, and Painting Specifications. J. Coqdimte all work with other Conhactors working in the building or concrnr€nt corstructiory'renndeling or installation of otlrer sysEms (e.9.. "djusting waterflow alarrn switch retards by the Sprinkler Contractor). Gore Creek Residences - Residential Vail, Colorado 2$qrenbctN4 12 Janaory 2005 I t I t T I I I I t I T I I I I I I I I Fire Alarm System 1672t -2 I I T I I I I I I I I T I I I I I I.O4 OWNER'SREPRESENTATIVE A. All contacb with this project shall be directed to the Ownels Representative, hereafter refened to as the Owner: 42l 40 Architechre, Inc- 1621 Eighteenth Steet Suite 200 Denver, Colorado 80202 Q03)2923388 The Owner will issue all approvals and instructiors required for this work No other person may issue an approval or instuctions to the Contractor without the wrinen permission of the Owner. Acceptance ofunauthorized or oral approvals or instructions by the Contractor shall be entirely at the Contractot's risk and in no case shall such unauthorized or oral approvals or instuctions constitute an oral contact or otherwise be binding upon the Owner. I.O5 WORKINGCONDITIONS A. It shall be the Contracto/s responsibility to inspect dre job site and become familiar wift the conditiors under which the work will be performed. hspection of the building may be made by appointrnent wittr the Owner. Contraclors are rcquested to inspect the building prior to tlrc pre-bid meeting. B. The Conhactor will be rcsponsible for attending a preconstuction meeting and weekly constuction coordination meetings with the Owner, and preparing minutes of these meetings. ConsEuction coordination meetings will be scheduled by the Owner. The &equency of required meetings may be decreased at the Oumeds optioq ifwarranted by the progress oflhe project. C. New fire alarm s].stems and devices shall be put inb service as soon as they are fiurctional. Once put into service, they shall not be rernoved fiom service wittrout tlre Owne/s written authorization. I.06 QUALITYASSI,JRANCE A. Codes, Standards, Ordirunces, and Permits t. All work shall conform to the requirenrnts of the applicable portions of the National Fire Protection Association (NFPA) Standards, Guides and Recomrnended Practices listed herein: a. NFPA70 - 2002,NationalElectrical Code. b. NFPA 72 - 2002, National Fire Alarm Code. 2. All work and materials shall conform to all Federal, State and local codes and regulations goveming the irstallation" furcluding the 2003 editions of the Intemational Building and Firc Code, as nndified or interpreted by ihe Officials to permit use ofcurrent NFPA standards. 3. If there is a conflict between the referenced NFPA standards, federal, state or local codes, and this specificatioq it is the Contracto/s responsibility to innnediately bring the conllict to the attention of the Owrer for resolution. NFPA standards shall supersede wrless local codes are rnore stingent Conractor shall not atterryt to resolve conllicb directly with the local auihorities ur ess specifically aulhorized by the Owner. 4. All devices, systerns, equipment and rnaterials furnished and installed shall be new and listed by Undenvriters Laboratcies Inc. (UL) for their intended use. All equipment shall be Gore Creek Residences - Residential Vail, Colorado 2$eplct rffi4 12 January 2005 I t' Fire Alarm System 16121 -3 I t I I t I I I I I I I I t I I I I I 2. r.07 installed in accordance with the manufactureds recommendations and the LJL listing limitations. Existing fire alarm devices retained on the new system shall be UL listed ard conpa.tible with the new systern Listing requirernents for, fue alarm qntems, heat detectors, and smoke detectors drall be npL The Contractor shall provide evidence, wilh his submittal of listings ofall proposed equiprrnt and combinations ofequiprrnt. 5. All devices, s]lsEms, equipment and materials fimtished and irstalled shall be of tlpes or nndels approved and required by NFPA Standards or UL listing for use in systens and occupancies of this gpe, unless the Town of Vail Building and Ffue Departnent requirenents are more stringent/rcstrictive. 6. The Confractor shall be rcsporuible for filing of all documents, paymg all fees (including but not limited to plan checkittg and pennit) and securing all permits, inspections and approvals (including, but mt limited to Engineer of Record requirenrnts) necasary for conducting this worft. Upon receipt of approved drawings from the authority having jurisdiction, the Contractor shall inrnediately forward two sets of drawings to lhe Owner. These drawings shall eitber be stanped approved or a copy of the letter stating approval shall be included. B. Contractor Qualifications The Conhactor shall: l. hovide a job sile supervisor who is to be pr€sent orFsite each day that work is actively in pmgress. This individual shall be the same person throughout 0re couse of lhe prqiect. SUBMITTAIS A. Genenl l.The Ownefs Fire Protection Consultant shall review and reconrrrcnd approvaVdisapproval or take other appropriate action on the ConFactods submittals including stnp drawings, sanples, documeirtation and record drawings, This review is to veri$ conforrnance to project specifications and design concepts expressed in the contact docurnents. This action shall be akcn with all reasonable prorptoess as to cause no delay in the work, while allowing a@uate time to permit adequate rwiew. Ri:view of swh subminals is not conducted for the purpose of determining the accu'acy ard conpletsrss of otlrr details (i.e., dinnrsions) or for substantiating installation or performance of equiprrrnt or systers designed by the Contacbr, all of which rerrain lhe Conbacto/s resporsibility to the extent rcquired by the contact docunents The OwD€t's Fire Protection Consultant's review shall not constibte approval of safety precautions of consaucdon, meang nrtbods, technhues, sequences ofprocedues, or approval ofa specific assembly ofwhich the item is a part. Shop Drawines shall not be submitted to lhe Town of Vail Buildine and FirE Department without a review stanp and review letter ftorn the Owner's Fire Probction Coruultant to accoqranv dre submittal. If submittals, upon review by tlr Owner, are founC not to conform to the requirements of tlrese specifications, the Conhactor shall be required to resubmit wi0r modifications. The C.onts-actor shall be responsible for the Own€ds ext'a expenses for subsequent review(s) of rcjected submittals necessitated by the Contracto/s failwe to mal<e &e requested rnodifications. Such extra fees shall be deducted ftom paynrnts by the Owner to the Contractor. Approval of the submittals by the Owner shall, in no case, relieve the Conbactor ofhis responsibility to nret the requirenrcnts of this specification Sire Alarm System Gore Creck Resldences - Residential Vail, Colorado ?J4prerrr#cr4,004 12January2005 16721 - 4 II I - B. Subcontactors I l. Contractor shall submit with his bid, a list of all proposed subcontractors. All proposed I subconbactors arc subject to the approval ofthe Owner. 2. The insalling electrical subconhacto(s) shall: ' a. Hold all licenses and permits necessary to perform this workI b rffifsfl:ilil':fi5ff;th'-'*Tllxiltrffi'li*:**I c. Regularly be engaged in the servicing installation, and testing of fire detection and . alarm svslems. I C. Equipnrcnt Lists l. The Conh'actor shatl submit with his bid a detailed equipnrcnt list, identi$furg tpeq modelsr *:H#fi,'#'ffi5iif;li[Ti"H":1ffi?"[ffi,1,ffi*r#::l*#; and wire proposed. Eviderrce ofUL listings and local appmvals shall be submitted with the data sheec. The submittal shall include, but not be limited to, the following:a a. Conduit, raceuay, jrmction boxes, tetminal cabinets, dwice backboxes, fittings, I hangers, and nnunting hardware. f b. Wire, cable, cormectors, terminal strips, and electrical tape. c. Fire alarm conhol equipmant and annunciators, including all components, modules, I and enclosures. t d. Mamral fire alarm stations, detecbrs, auxiliary ftnction relays and solenoidg and I notification aPPliances. r e. Unintemrptable power supplies and standby batteries. I f. Any other rnaterials, devices, or equipnrnt to be provided. ff C. Fire alarm schernatic riser diagram supplemented with nanztive descriptions as ll necessary for clarity and completeness. .n 2. When a data sheet shows rmre than one product the prooosed product shall be clearly I indicated by arrows or other suitable means. - D. Work Schedule I 1. The Contactor shall submit with his bid a proposed work schedule and representative clrad, This schedule shall indicate the tfune necessarv for: t a. Project stad-up. b. Property survey. I I shoPdrawingzubminals' t e. Conbactor testing. f. Final acceptarrce tests, u | trIre Alarm Systern 16721 -5 Gore Creek Residences - Residenlial Veil, Colorado ZSePte**Oer+U+ 12 Jannary 2005 I T I E, F. 2. The proposed work schedule will be reviewed and finalized during the preconstsuction nreting and will be updated at each weekly constuction coordination meeting. Sanples Within 30 days of authorization to procee4 the Contractor shall submit sarples of all pnoposed alarm initiating devices, audidvisible notification devices, wire, and cable to lhe Owner for approval. Permits, Licenseg and C.ertificates Prior to shrt of irstallation, the Contractor shall obtain ud submit copies of all permits, licenses, certificates and approvals necessary to conduct this work. Shop Drawings l. Prior to insrallatior, but within 30 days after awarding of the contact, the Conbacbr slull submit four full sets of shop drawings, four firll sets of data she€ts updated to reflect any changeg and installation manualViru&uctions detailing the nmnufactrrels installation reconrnendatiom for all equiprrcnt to be hsalled, to the Owner for approval. Installation prior to receipt ofapproved shop drawirgs shall be ar the ri* ofthe Conhactor. 2. Thc shop drawings shall consist ofthe following: a. A drawing legend sheet identifring: l) All symbols used on the drawings, by tlpe of device or equipman! manufacturcr, and nanufacnneds part nrmber. This inforrnation shall correspond to the manufac reds catalog data sheets required elsewhere in this section. 2) All conventions, abbreviations and specialized terminology used on the drawings, as necqssary to und€rstand and interpret the information conbirrd therein. 3) All color codes and conduit, conductor/ circuit and device nwnbering sysl€(m. 4) A corrplete drawing lisUidex identifing all drawings in the shop drawing package by title, .drawing number and Specification cross- reference. b. Clean architechual floor plans drawn to scale and a system riser diagmm with a title block on each drawing. Floor plan drawings required for this submittal shall be generated using the bid &awings as background. 1) The floor plan drawfugs shall irdicate: a) Location of all devices, equipmen! risen and electsical power connections. Addressable systems shall indicate device addresses for all ad&essable conponenb shown on each drawing. Nur$er, size, ard t1rye ofconductors and conduit. Gore Creek Resldences - Residentlal Vall Colorado 2{tpl*ra#rr{fi|4 l2Jonaory2005 I I I I I I I I T I t T I I I I t b) Fire Alarm System 16721 - 6 I T I I I I I I I I T t t t I I ! t t Fire Alarm System c) Point-to-point wiring connections showing individual circuits and circuit/conduit routing. This information shall be depicted in sufficient detail to readily locate specilic conduits, raceways and circuits in the field and to identiry the specific conductorslcircuits contained tberein All penetsations of 6re rated barriers shall be individually noed. French cuwe routing is not acceptable for depicting new conduits, raceways and circuits, or for depicting existing conduits, mceways and circuits whose detailed routing can be determined without demolition of existing constuction. Routing of existing conduis, whose detailed routing cannot be determined in the field wiftout demolition of existing corstruction" shall be depicted using french curves. All reused conduits shall be noted "existing.u d) Typical wiring diagrams for all alarm initiating devices and notification appliances, showing the size and t1rye ofconductors, wiring terminations and terminal identifications. e) When rernote.tansmitting panel power is derived from "local" soruce of building enrcrgency power, the shop drawings shall show wire routing and point of connction (location) to the building "E' circuit. f) Conduit fill calculationg in chart forq indicating the cross-section area p€rcent fill for each type ofwire/cable in each size of conduit used in the systern A maxfurum of tlo percent fill is allowed. 2) The riser diagram shall indicate: a) Number, size, and t1rye ofriser conduits/racewala. b) Number, size, and type ofconductors in each riser. c) Number ofeach type ofdevice on each circuit on each floor. Detailed wiring diagrams for all alarm control panels, voice wacuation panels, public address panels, frefighters' telephone panels, control panel nndules, power supplieg electrical power connections, auxiliary fimction relays and solenoids, remote signalfuB equipment CRTs, printers and annunciators, identiling all required terminations, including termirml identificatiors. All unsupervised connections and terminations shall be noted "unsupervised." l) These diagrams shall depict and identiff all circuit boards, npduleg power zupplies, standby batteries, wiring hamesses, terminal sEips and connections thereto, including sparc zones and circuis. Where rrultiple corpon€nts of a similar tlpe are provide4 each shall be identified by a unique conponent nrunber, 2) These diagrams shall include front-view details of all control parrls and anrnrnciators, depicting and identifting all indicators, contsols and zone labelg including proposed norrcnclatue. Gore Creek Residences - Residential Vail, Colorado ZScpten*t+gg+ 12 Jmuary 2005 t672t -7 T I I T I I I t I I I I I t I I I I t 3. 4. H, 3) These diagrams shall depict the required information to rclative scale, actual size or larger, showing proper spatial relationships between corponents, and shall reflect the corresponding system componerts as they are to be installed. d. Standby battery capacity calculations" Battery calculations shall list the qp€ of devices (JPS, defectioq monitoring and'contsol), and modules; quantities, unit and extcnded amperage draw for quiescent and alarm conditiong total anperage draw and battery arnfltrcur rating. For desigr criteria" the calculated load sball be the design loa( including spare capacity. In addition, tlre battery capacity rsed to nret tlre calculated load sbaU b€ a nnxirmm of E0 p€rcent of the anpAow rating li$ed by tlrc rnnufacturer. e. Voltage drop calculatiors shall list tlre percenage of drop for conpliance with the local auttrorities' requirenrnts. f. A conplete zone/addrcss list identifting each signal initiating zone, arunrnciator zone, notification signling zone, rermt€ signaling and auiliary fiuction zone and the specific devices associated with each zone, C. A Cause and Efiects Matix, or a sequence of operations section defining the system operation This nntrix or se(nrcnce sball cross-refercnce each signal initiating zone to its conesponding annrmciator zones, notification signaling zones, rerrnte signaling zones, and auxiliary fttrrction zones, and indicate sSatem operation in the event of each t5p€ of trolble condition recognized by the spterr. Each drawing shall be ctoss-referenced to all related dta*ittg" and specific drawing details as necessaqr for llre subrrittal as a whole to clearly depict the proposed installation Each drawing shall sbow revision number and date fudicated in the title block. Revisions shll be clouded or otherwise hig ighted between submissiors. Revisions rrnde without clouding or odrer highligbs will not be reviewed and any approval of ttre rwised drawings will not apply to those unnoted revisions. The Conbactor will not be autborized to start fustallation until all of ttre shop drawings and dab sheets are received reviewed and approved in writing by the Ovmer and the Town of Vail Building and Fire Departrnents. Operation and Maintenance Marnral l. The Contactor shall provide the Owner with a looseleafrnanual containing: a. A detailed narrative description of the s5rutem architechre, inpue, notification sigrnling, auxiliary functiong annunciatior1 inbnded s€qu€nce of operationq expansion capability, application considerations, and limitations. b, A detailed descrftion of 0re operation ofthe systerq futcfudfurg operator responses. The approved sequence of operation shall be placed in, or adjacent b, the operatof s conbol panel. c. A detailed description of routine rmintenance reqrdred or recomrnended or as would be provided under a rmintenance contact including a testing and maintenance schedule and detailed testing and nuintenance instuctions for each 6pe of device irstalled- d. Manrtracturers' data sheeb and installatbn narualVinstuctiom for all equipnrent Gore Creek Residences - Resldentiel Vail, Colorado,Y12Jonaary2005 Fire Alarm System 16721 -8 I T I I T I I I I T I T t I I I T T I imtalled wilh detailed troubleshooting instuctions for each specific type of rouble condition recognized by the systerrl including opens, grounds, parity errors' "loop failures", etc. Tbese instructions shall include a list of all aouble sipoals arurunciated by the sptenq a description of the condition(s) which will cause those trouble signals, and stepby-step instructions describing how to isolate those problems and correct tlrem (or call for sewicg as appropriah). e. A list ofreconnnended spare parts. f. Service directory which includes the main 24-hour enrergency service number and at least tbree alternate numbers which are monitored on a 24-hour basis. C- Small scale (l I inches by 17 inches) conaactor record drawings of the system. 2. Within 90 days of authorization to proceed 0re Conhactor shall submit to the Owner four (4) copies ofthe draft rnanual for approval. 3. Thiny (30) days prior to completion of the worlg six (6) copies ofihe approved nwrual shall be delivered to the Owner. 4. This manual shall be written, conpiled and edited ,pr.ifi."lly fo, tlris project and the system installed. Unedited rnanufachreds catalog data sheeb and/or equipment manuals are unacceptable as content for this submittal. Contractor Record Drawings L The Conuactor shall provide and rnaintain on the site an up-to-date record set of approved shop drawing prints which shall be marked to show each and every change nrade to the fire alarm system tiom the original approved shop drawings.. This shall not be construed as authorization to deviate from or make changes to the shop drawings approved by the Owner without written instruction from the Owner in each case. This set ofdrawings shall be used only as a record set. These drawings shall be made available to the Owner, or lheir representative, upon request. 2. Upon conpletion of dre worlg the record set of prints shall be used to prepare complete, accurate funl recond drawings reflecting any and all changes and deviations rnade to the fire alarm systefiL 3. Upon conpletion of the work, two sets of blueline record drawings shall be submitted to the Owner for review. 4- Following Owne/s rwiew and acceptance of the blueline record drawings, and beforc final approval, one (l) set ofreproducible record drawings and four (4) additional sets ofblueline record drawings shall be delivered to the O,wner, 5. Th€ contractor record drawings are requied to show and to identify quantities ofjunction boxes, spare conductors, color coding ofconductors, splices, device backboxes, and terminal strips. These drawings shall include a schedule ofall connectionJterminations, indexed by junction box, device backbox and terminal strip and shall reference wire identification taped rnrmbers as installed. 6. hovide contractor record drawings on diskette in AutoCAD Release Version 2000 format. Gore Creek Residences - Residenlial Vail" Colorado 2ec#be40o4 12 January 2005 Fire Alarm S;'stem 16721 -9 Softrrare Documentation Documenhtion of Software Modiltcations shall include: a. A cornplete prinbut ofthe system program prior to the change. b, A conplete printout of the syst€m progam subsequent to the change, with all ,*4i1io66n5 hightighted. c. A letter prepared and signed by tbe individual who rnade the changes, desc"trng each change rmde, and thc reason for ihat change. This letter shall c€ftiry Orat the preparer lns personally revieu'€d and corpared the before and after program printout and verified tbe correctness ofthe nndification(s). A copy ofall software docunrntation required by this s6stisn shall be maintained on-site by the Contractor, in a binder, arranged in cbronological order. This binder shall be tumed over to the Owner at the conpletion of the project Orce the fue alarm s)6tem is put into service, in wtrole or in parl and the associated building(s) parthlly or wholly occupied, no softrrare changes shall be performed without the prior written permission of the Owner. All software changes to thc fire alarm spterr1 once it is in seivice, slull be perforrned by a certified, manufactuer's r€,presentative, rained in th execution of such changes. A corrplete printout ofthe sysbm program changes shall be provided. Each revision to the softwarc shall be identifrd by a unique version nunrber ard daE. K.System Program Pre-Testing l.All fue alarm contol equipment shall be assembled, connected/interconnecbd in t}e rnarurer in which it will be irctalled in tlr building powred, and pre-tested by the Conhactor for a minimum of 30 days, prior b delivery to th poject site. This period shall be used by the Contractof to prEpare and cst the qntein software. The fire alarm conbol equiprnent and software shall be delivered to the project sib as a corplete package, in an operational, rcsted conliguration, with all rmnitor and contol points progruruned in permanent nremory and disabled in RAM. A letter fiom the Contractor certifing successfirl conpletion of t}e rcquired program Fe{estirg shall be sryplied to llre Omer at tbe tirne the equiprrrnt is delivered to tlp site. At least one totat r€programming shall be included in this contract after pmject conditions, system inter-cofirectiong and required bxt are ftralized L.Test Recond Sptem certification and documentation of s)lsEm testing shall be submined to tlte Oq,n€r for review and appmval at least 14 days prior to the final acceptance test. I.O8 WARRANTY Wananty Period T I Il. 2- 3. 4. 5. T I I I I I I I l. Fire Alarm System T I t I I I I t 2. The Contractor shall warranty all rmterials and worknanshf during the hstallation period and for a period of one year, hginning with the dae of fiml acceptance by the Owner. The Gore Creek Residences - Residential Vall, Colorado 2$qtenbePN4 I 2 Jonuary 2005 16721 -lo l. 1.09 t t I t I I I I I T I I I I I I t I I Conractor shall be responsible during tlre design, installatio4 testing and wananty periods for any darmge caused by him or his sukonrncton or by defects in his or his subcontractors' worlg rnaterials, or equipnenl 2. During 0re warranty period, dre Fire Alarm Contactor shall inspect and test the entire fue alarm system in conformance widr NFPA72 - 2002. AII devices shall be tested at a minimum interval of 6 months aparl with a written report after each test. The warranty period shall include lhe first annual inspection and test. B. Enrrgency Service The Confactor shall provide ernrgency repair service for the slaten; at no cost to lhe Owner, within four hours ofa request for such service by the Owner during both the insbllation and dre warranty periods. This service shall be provided on a 24hov pr day, seven days per week basis. C. Spurious Alarms l. If ttre Owner experiences an unacceptable number of spurious or unexplained false alarnrs during the installation and wananty periodg the Contractor shall be resporsible for pmviding lhe necessary labor, nraterial, and technical expertise to correct the problem to the satisfaction of the Owner. 2. The following nrunber ofspurious alarms, calculated as a ratio offalse atarns to munber of initiation devices, shall be considered unaccephble: a. Autornatic (system connected) srmke deEctors - More than two spurious alarms per 100 detectors per six rrnnths during the slntem warranty period. If thb nunber is calculated to be less thaa two, two spurious alarms shall be considered unacceptable. Any calculated number shall be rounded up. b. Autornatic duct tjpe detectors - More than two spwious alarms per 50 debctors per six rnonths during the system installation and warranty periods. If this nurnber is calculated to be less than two, two ryurious alarns shall be considered unacceptable. Any calculated rnrmber shall be munded up. 3. Any spurious alarms shall be considered unaccephble for 0re following tlpes of equiprmnt: a. Manual fire alarm stations. b. Sprinkler or standpipe system wabrllow devices. c. Spririkler or standpipe systsm valve supervisory switches. TRAINING A. Timing Conduct four (4) training sessions of four (4) hous each to familiadze the Ownet's personnel with the features, operatioq and nraintenance ofllrc new systems. Tmining sessions shall be scheduled with 0r Omer at a time rnrtually agreeable to the Contractor and the Owner. The Contractor shall submit a proposed raining agenda for the Ownels review within 30 days ofauthorization to proceed. The final, approved training agenda shall be submitted 14 2. Fire Alarm System Gore Creek Residences - Residential Vail, Colorado 2{r7rrrrl*r*-?/diD4 12 Jonuar12005 t672t - tl days prior to the final systern acceptance test. B.Agenda Training shall include all system operational fiurctions needed by building and security penormel. This shall include, but will not be limited to: l. Alarmacknowledgmant 2. Interpretation of the schenr used to pmvide idortifien. 4. Sptem reseL 5. Basic toubleshooting. SPECIALTOOLS The Contractor shall supply as a part of the contract, tbree (3) corplete seB of any special tools or keys necessary for normal operation ard nnintemnce of the sptenr- FINAL APPROVAL AND ACCEPTANCE Final approval and acc€ptance ofthe work will be given by 0re Owncr when: The corrpleE slrstem has been insp€cte4 tested, and approved in writing by the Owner ard Town of Vail Building and Fire Deprbnents. All required submittals, including spem operation and rminterurrce nannrals, conFactor record drawings, test reports, spare pdts, special tools ard haining lnve been provided o, reviewed by, and accepted in writing by tlrc Owrrcr. All sptem software changes stored in RAM have been harsferred into permanent memory, and verified in vriting, by the Contractor. DESCRIPTION OFSYSTEM GENERAL The sptern shall utilize tlre analog point-addressable, nmltiplex teclmology providing a discrete system "address" for each individual initiating dwbe . Initioling daicafor the resldentlal ani* shall be located in tceordance wilh thc siagle- naltipb- solbn locdion requirements of NFPA 72, however, shall be addrasoffie and analog devica (Reterarce dnwings), Restdenfial audlbtc ahrm notifteotlon sholl be lhroaghoul the un of alorm initiaion (oll levels). All equipment and system corpon€nts fumished and installed shall be new and listed by UL for tlrcir intended use. The equipnnnt and system coryonents shall be installed in accordance with the applicable codes and standards, the manufacturers'recomnrendatiom, and within Ore limitations of the LJL listings. All equipnrnt and systern corponents shall be the standard product of a single rranufrcurer. Eviderrce of UL ljsring is required- S),stem corponerls shall be rnodular in desip to ensure future expansion capability ofthe systern Spare capacity shall pertain to quantities ofdeviceg circuib, power srpplies, anplifiers, condrrctor arpacitic= (size) and lengths. Gore Creek Residences - Residenlial Vail, Colorado 2{tpr*rrr0vr.?P/J4 12 January 2005 I I I t I l.l0 1.1I I I I I I I I I I I c. PART2 2.01 B. I I I I C. Fire Alarm System t672t - t2 I I D. Tk system shall have capacity enabling it to support the funue phases oftris project which include ' fire alarm zones througho ut the other rcsi&ntial units. I E. Electsonagnetic Interference I 1. All fte alarm contol equipmen! devices, and wiring sball be protected against unwanted I radiated electomagrretic interfererre (EMI) and radio frequency interference (RFI) which I can interfere with normal systern processing and possibly cause rmwanted alarms. 2. The system shall be designed and inshlled to be unaffected by 0re operation ofa hand-heldr fr#l'i,Y#SH:;S3,:i'#?nx'"ffiH*""-T'J'*;;:;:*""non*o I G. The overall fre alarm sptem shall utilize distibuted sigral processing, power supplies, and I notification signaliqg conponents including anplifiers, pre-anplifien and tone generators to prcvide autornatic degrade nrode operation in the event of remote fansmitting panel failure, cental processing I rmit failure, or conrnunications failure between the cenhal processing unit and one or more rernote r nansrnitting panels. l. Wben operating in degrade rnode (i.e., when not connnrmicating with the central processing I unit), each remote hansmitting panel, including all associated detectors, notification t sigraling and auxiliary firnction conponents shatl operate as a stand-alone local fire alarm systenl providing for its associated area of the premises capability consistent wilh the requiremenb ofNFPA 72. I 2. When operating in degrade mode, receipt ofany fire alarm signal shall initiate general I evaclation signaling zones. I 3. Degrade mode operation shall be limited to portions of the system (remote transmitting panels and their associated devices) not in cornrnunication with the central processing unit. I All other portions of the system shall continue in nomnl operation. t 2.o2 PowER 'T.JPPLIE' I A. All portions of the systern, including CRTVLCD's and printers shall be designed and equipped on I sbndby (rechargeable) battery power, eilher directly or by provision ofan uninterruptable power supply or zupplies. I B. Upon hilure of nomral (AC) power, the alfected portion(s) of the sptem shall automatically switch over to secondary power without losing any alann, touble or operator actnowledgrnent signals. I C. Operation of any portion oftlre system on secondary power slmll annunciate as a Eouble sigrral,I identiSing the inoperable powr srpply(ies). I D. Standby batteries shall have sulficient capacity to rnaintain all portions ofthe system in a norrnal, norr I ahrm condition for a minimum of60 hours, after wbich it shall be capable ofoperating all notification appliances simultaneously for a minimum of 15 minutes. I F. All standby batteries shall be continuously nnnitored by 0re sptenu Low battery and disconn@tion ofbattery power supply conditions shall inrrrdiately adrunciate as a trouble signal, identiffing the deficient batteries.I! G. All power supplies, including UPS, shall be capable ofrecharging their associated batteries, froma fully discharged condition to a capacity sufficient to allow the system to perform consistent with the I Fire Alarm System 16721 -13 Gore Creek Residences - Residential Vail, Colorado I 2.$4pdrrlJcr4/004 l2hnuary2005 I requircrnents oflhis section, in 24 hours nraximurn Standby battery capacity rnay be incrcased to rneet this requirerEnt H. All batteries shall be nnintenance-free tpe. Wet cell lead acid standby batteries are prolu"biH- I. Desigrr lood connected to any power srryply, arylifier ard batteries shall not exeed 80 percent of its rated capacity. ANNUNCIATION Gensral l. lbe system sball be desigrd ad equipped to receive, monitor, and annunciate sig.ls from devices ard circuits installed throughout tte building (all zones). 2. Receipt ofalanq frouble, ard spervisory siguls sball activate integral audible devices at tte cunhol panel(s) and at each rcmote armuriation device. a. Tbe integal audible devices shall prodrce a sound output upon activation ofnot less tlnn 85 dBA at l0 feet b. Alanq trouble, and spervisory sigmls shall initiate recognizably dilferent audible ortputs. Trouble and supervisory sigmls rmy initiate dre mnr audible ou$ut if distinction is by visfule annunciation. c. Integral audible devices shall contfuue to souad until silenced by a system operator achrating a switch designated for that Frpose. d" Receipt of strbseqrent alarm or strpervisory signals shall cause the integral audible devices to resound. 3. The sptem shall be desigrcd ud equiped to provide iryue and outputs as descrrted in tlre Seqrrcnce of Operation Matrix on the Fire Alarm drawings. 4. Tbe systern shall recopize and annmciae ihe following signals: a. Fire alarns- b. Sqewisory alarns. c. Tmuble conditions. d. Operatoraclarowledgrnentofannurrciatedsignals. e. System rcset. 5. AII alarrn signa\ supervisory alarm signals and rouble conditions shall be anrunciaad by dre connol pane(s) and by each remote annurrciation dwice. Operator acloowledgrnent of srnoke detection sigrrals and sptem reset shall be armurciated by the contsol pane(s). B. Fire Alarm Signals Activation of tbe following devices *all be recognired and arurunciated by the slrstem as fire alarms: l. Manual fire alarm stations. 2. Op€n area system tlpe smoke debctors, includirg irrduct smoke deEc{ors. 3. Heatdetec'tors. 4. Waterllow switcbes. Gore Creek Residences - Resldential Yail, Colorado Z+qtenOer+Cea 12 lanuary 2005 I I I I I t I T I I I I I I I I t I I Fire Alarm System 16721 - 14 r - C. Supervisory Alarm Signals The following conditions shall be recognized and armunciated by the system as supervisory alarms: I 1. Valve supervisory switch achntion I D. Trouble Signals The sptem will also recognize and an:nunciate the following touble conditions: ! l. Initiating device circuit trouble conditions. 2. Signaling line circuit bouble conditions. || 3. Notification ap'pliance circuit rouble conditions. I 4. Power supply lrouble conditions as requircd by Specification Section 2.3. 5. Rernote annunciation device houble corditiom as required by Specification Section 2.7.I 6 L'Hl;3"J:j:L[,iffi*ffi1ffffi"ffi1i?1fr#::ffi"Til:ffi.**-r performanCe. I E. Operator Aclcrowledgrnent Signals I Silerring of integra.l audible devices shall be recognized and annunciated by the system as operator ac}:nowledgment of the signal displayed. ' '2.M FIFSALARMCoNTRoLPANEL(S) I A. Description of Equipnrent I The fire alarm conhol panels shall be desigrred and equipped to provide the followilg (provided under the Tunnel phase): I l. Conventional homs in generat atarm or selectively sormding by area shall sound the standard l evacuation sigrral. t 2. A visible alpha/rnrnreric LCD display indicating curent status of the entire system. 3. An interface for a security, fire departrcn! or central station connection.I 4. Standby power supplies capable ofsupporting all dependent devices and equipment as required 5. Devices or contols to effect reset ofthe system 6. The conhol para(s) shall not be capable ofbeing reset until all alarm conditions have been cleared. I 7. A backup tone generator slull be provided At the manufacturels optio4 this shall be eitherI affi'H;ffiY,:"T$:ffiHilT:l'H;;il:*:H:ffi:Til"ffitlo iurangenre . I 8. One baclcrp amplifier shall be provided for each set of primary anptifiers, and shall be equal to the highest rated (wattage) prirnary anplifrer provided. The backup amplifier shall I t Fire Alarm System 16721 -15 Gore Creek Residences - Residential Vail, Colorado 2$qtffiWW 12 Janaary 2(NS I I I autornatically fiansfer in place of the defective anplifier in a UL listed arangernent 9. The contol panel shall have a swirch for silencing tlre alarm signaling appliances (both audfule ard visible). The witch shall be keyoperad or located within a lockod cabinet. Upon activatio4 any existing alarm will be transfened b a visible indicator. Any subsequent alanns from other zones will operate lhe alarm signaling appliarrces. Iftherc is no alarm and the switch is in Ore "silerrce" position, e visrtle alarm indicator shall be lit and a touble signal shall sormd until tbe switch is restored to nnorrtra|." The panel shall also provide a conxnon switch to disable audible anl visible signaling devices for test purpees. When activated ("silence" position) a sysEm Eouble signal shall be activaGd until tlre switch is rcturned to tlrc "nofinaln position REMOTE TRA}ISMITTING PANEIS A. Desoiption of Equipnrnt Remote tansmifting panels shatl: l. Indace local initiating ard notification appliance circrrit or addressable devices with the contsol pane(s) via the signaling circuit rise(s). ANNTJNCIATIONDEVICES A. Description of Equipment l. IndicatinghnplEDDirylap a. Indicating larry displays shall indicate all fire and supervisory alarm signals received until such time as the alarm conditinn is cleared ad th display rruually rqset. b. Indicating larry displays shall fudicac all toriblc signals received rmtil zuch tirre as the touble condition is clearcd. c. Indicating larp displays shall bc clearly labeled rsing nornerrclahue approved by the Owner. d. Operating (electrical) power shall be derived from the conhol pane(s) via a supervised circuit; MANUAL FIRE AI^ARM STATIONS Description of Equipment Manual fire alarm stations shall be ofthe double-actioq norrcoded t1rye. They shall consist ofa housing, fitted with a pulldown lever, which wben operatd locks in position to effect activation ofan initiating or signaling lirr circuit The body ofthe manual station stnll bc pernranently attached to the back plate asserribly. Resetting tlre station aftcr operation shall require the use of a key or special tool. The manual sbtion shall be suitablc for eitlrcr nrface or semi-flush mounting. Mamral fire alarm stations shall annurrciate zone as indicated on the cmcept drawings. I t I 2-O? T I I I I I I I T I I I I I I I l. 2. Fire Alarm System Gore Creek Residences - Residential Vail, Colorado 2W12Jmuary2005 t6721-16 I I 3. Manual fire alarm stations shall be inshlled so that the handle is 48 irrches from the floor.! 2.08 SMOKEDETECTORS I A. Description of Equipnrnt I L Spot Tpe Srnoke Detectors I These detectors shall be: I a. Systerroperated, photoelecfic tlpe plug-in detecton which mourt to a twist lock I base, to prevent unauthorized removal ofsmoke detector heads. The detector shall contain an alarm initiating LED which will illuminate to signal activation of the I detector. Detectors shall be listed by LJL as "Smoke-Automatic Fire Detectors," I tested accordi4g to UL 268. Detectors listed as "Single and Multiple Station Smoke Detectors," tested according to UL 217 shall not be used. I b. Each srnoke detector shall be nnnitored individually, via an integra! analogt addressable elenrent base. I 2.09 HEATDETEcToRS I A. Description ofEquiprrnt I Heat detectors shall be fixed tenperature t1pe. 2. Heat detectors shall achrate when the terperature reaches l35o Fahrenheit. I 3. Addressable elements slnll be integral to the detector base. I 2.'O AUDIBLEA/TSIBLENOTIFICATIONAPPLIANCES - A. Description of Equipnrent I I . Notification appliances shall consist of a fre alarm speaker or bom "public mode" and stobe.t 2. Audible notilication appliances sball be instale4 spaced and tapped so as to produce a sound output I on alarm which is clearly audible above the ambient noise level thmughout 0re buildirg. In no case I slall ihe audible alarm be less tban | 5 dBA above the ambient room noise level or less than 5 dBA above the nnximum ambient noise level. I,I a, Firc Alarm Speakers shall:I l) Be listed in accordance with LJL 1480. fl 2) Have multitaps with a range from 7r-watt to 2 watls. 3) ln no case produce a sound outpu! on alanr\ ofless than 85 dBA at l0 feet. I b. Fire Alarm Horns shall: t l) Be listed in accordance with tIL 464. I FireAlarmsystem 16721-17 Gore Creek Residences - Residential Vail, Colorado I ?-tqtenbeFl$t04 12 Jo"uE'Y 2005 I 2) 3) In no case produce a sound output, on alanrl, ofless than 90 dBA at l0 feet Wall rnounted homs shall be mounted not less than 90 inches above the fnrished floor, and not less than 6 hches below tbe finishd ceiling. Visible Notification Appliances Visible notification appliarres slnll be a minimum of 15 and rruxinnrm of I20 candela-seconds. Visible notification appliarces slull consist ofa Xenon flash tube, high inteosity strobe lanp, with clear (nominal white) light haviug a flash rate of I to 3 flashes per second. The maxinnm pulse duration shall be 2/10's ofone second (0.2 seconds), with a maxirnm duty cycle of40 perccnt. The pulse duration is defned as the tinn interval behpeen initial and final points of l0 percent ofnraxfunrm signal. Wall mounted visible notification appliances shall be mounted not less than 80 inches above the finished floor, or 6 inches below the ceiling, whichever is loqrcr. Visible notification ap'pliances shall be listed in accordance wilh UL 1971. Visible notification appliance circuib cannected to this device shall be configured so that all associated wiring is zupervise4 and is on separate circuits from audible notification appliances. More than two stobes within tbe sanr view shall be synchronized in accodance witb NFPA 72. Synchronized flashing shall be defird as all srobe lights flashing within 50 milliseconds of one another. I I I T I I I I I I I t I T I I I I t r) 2) 3) 4) 5) 7) o 2.11 SPAREPARTS The Contractor shall supply as part of this contrac! lhe following spare parts: D. D. F. G. A. B. c. Automatic detection devices - Two percent of the instrlled quantity ofeach t1pe. Mamral fue alann stations - Two percent of the installed quantity of each type. Glass rcds or panels for break glass manual fre alarm stations (ifused) - Ten percent of the irstalled quantity, but no less than two dwices. Audible urd visible devices - One percent of the installed quantity of each tJpg but rc less than two (2) devices. Light bulbs - Five of each for each tlpe of lanp used in tbe spbrn Fuses - Five sjf each for each qpe, rating and size offirse used in tlre sptern Keys - A mininnnn of tbree sets ofkeys slnll be provided and appropriately identified. Gore Creek Residences - Reeldential Vail, Colorado ZSepten**Zgg+ I 2 January 2005 Fire Alarm System lclzt -18 I I 2.12 SPRINKLERSUPERVISORYAND AIARM EQI.NPMENTI A. Vane type waterflow indicators with retard rrpchnism sball be provided to indicate waterflow in each sprinkler system zone, as indicated on tlre concept drawings. I B. Valve supervisory switches shall be provided for existing valves contolling the water supply to the I sprinkler systems, as indicated on the concept drawings. C. Valve supervisory switches shall be the pke rnounted t1rye. Conbactor shall not use remote mounted, wire loop type switches. I D. Each waterflow switch and valve supervisory switch shall be individually addressed. I 2.13 RETRANSMISSION OF FIRE AI.A,RMS TOCENTRAL STATION I A. Receipt ofany 6re alarm signal (initial signal only) strall be autornatically retransmitted b the UL I lised Central Station. I B. All wiring and terminations between the fue alarm system and any on-site equipment necessary for performing this firnction shall be electrically supervised. Faults in monitored circuits which rmy prevent retansmission offue alarm sigaals to the Cental Station shall cause a nouble sigral at the I Central Station I C. All connections between the protected premises and the Central Station alarm station shall be I elechically supervised from the Cenral Station 2.14 ADDRESSABLECIRCUITINTERFACEMODTJLES I A. The Contractor slnll provide, insall, and test addressable circuit interfaces as necessary to conply with cause and effects matrix, whether sbown on drawings or not. I B. fl;1;c;l ffiTued for supewisory or contsol frrnctions shall be mounted within 3 ftet of this I PART3 ExEcUTIoN I 3.OI STARTINGANDCOMPLETIONDATES I The starting and conpletion dates for this work will be establishd at the pre-bid meeting. Ir 3.O2 INSPECTIONI The job site srpewisor shall examine daily all areas in which the work will be performed on the day prior to I beginning work The srpervisor shall irmrrdiately report unsatisfrctory working conditions to tlrc Omer for I resolution The supervisor shall not proceed with the work until all unsatisfactory working conditions have been corrected. I 3.03 INSTALLATION I A. Gerrcral I l. All holes made by the Conhactor in any wall, ceiling or floor shall be patchcd by tlrc Contractor, restoring the walls, ceilings, floors to their original conditiotq tirc resishnce and - t Fire Alarm System 16721 -19 Gore Creek Resldences - Residential Vail, Colorado 2$qte#,,E'4'904 12 January 2005 I integrity. All work shall be done in accordance with dre requirements of the Cutting, Patching and Painting Specificatiors. 2. Rennval and repair of all frnished surhces sball be coordirnted with the Ovmer and is subject to his aprproval. 3. All piping and conduit shall be installed at a height so as not to obstruct any portion ofa' window, doorway, stairway or passageway, and shall not interferc wi0r the operation ofany existing mechanical or electical equipmant 4. Locations ofall equipnrn! controls and qrslem conponents arc subject to the approval of tlrc Owner. 5. Contractor is responsible for protecting both new and existing smoke detectors during consEuction These detectors shall be covered during contruction. All such covers shall be rerroved upon conpletion of work B. Concealrnent l. All wire, cablg conduit raceways, junction boxes and device baclboxes shall be colrcealed in wallg ceiling spaces, elecrical shafts or closets in all finished areas. Condui! raceways, jrmction boxes and device backboxes may be expoced in unfinished back-of-bouse arcas or mechanical equipment roorn 2. Exposed conduit, racewap, junction boxes and equiprrnt backboxes shall be pained m be as inconspicuous as possibla The Owner shall approve the paint color selected. The Contractor shall prepare color sanples for inspcction by tbe Owner prior to painting. 3. Accessible conduit raceways, junction boxes, and odrer associated iterns related to the conduit network shall be providcd with red bands every l0 feet wi0r jwrctinn box covers labeled as fue alarn! unless specifically insructed othenr/ise. 3.04 TESTING A. System Tests 1. The Crntractor shall prcvide tlle Owner with wriften certification dlat all equipnEnt a. Has been inspecfd and tesbd bya runufactureds certified representative. b. Is installed in accordance wiltr the manufac0rct's rcco[un€ndatiors and ULI lisrings. c. Is in proper worting order. B. Acceptance Testing Upon conpletion ofeach installation phase, tbe Contractor shall perform and docunent on an approved forna! sysGm Ests as requt€d herein All acccpbnce tests shall be perfonned in tlrc preserre of the Orner or his designarcd Epresenhtives. l. AII conductors, including shielding condrrcton, shatl be t€sted for coDtinuity, shorb to ground and shorts between pairs. t I T t I I I I I I I I I t I I I I I Fire Alerm System I Gore Creek Residences - Residential Vail, Colorado g$eptenSe*W+ 12 January 2005 t6721 -20 I a I 2. All remote t'ansmitting panel monitor points shall be firnctionally tested and nnnitor pointI identifications verified. I 3. All alarm initiating devices shall be ftrctionally tested. I 4. All zupervisory fimctions ofeach initiating device, sigraling line circuits, and notification appliarrce circu.it shall be functionally tested. I 5. All fire safety furrctions (Le. elevator rccall, smoke control, door unlocking etc.) initiated by the fire alarm contol panel shall be tested. I 6. Receipt of all alarm and touble sipals, initiated druing lhe course of the testing, sball be verified at each amnmciation device. I 7. Correct labeling ofall annunciation device LED's shall be verified. 8. Sound level tests shall be performed in at least l0 percent ofrooms on each floor and all I . corridors to verifY minimum conformarrce with Section 2.1 1.2. 9. The rystem CPU and annunciators shall be load tested for 24 hours on standby battery 10. All remote transmitting panels shall be load tested for 24 horus on standby battery power. I lt. ffi*.f:,flffiffi:dbythe referencedcodes, standards,orcriteria,orbythe t n. Docunrentation of such tests shall include: I a. The date and time of each test- I b. A reference set ofconhactor rccord drawings, numerically identifring the individual conponents and circuits tested, test locations, and indicating the I nrcasued solmd level in each location I c. A description ofeach test perfornrd. d. A clrecklist ofeach device and circuit testd indicating *rc results ofeach test. I e. The nanrs and signatrues of the individuals corducting and witressing each test. I C. Final hspection and TestsI l. The ConFactor shall make ,urangements with tlre Owner for final inspection and witressing I of ihe final acceptancc tests. The Owner and his Fire Protection Consultant will wihess the I final acceptarrce test. 2. If after being advised by the Contador rhat the work is conpleted and rcady for tesl ther H,i#s$:?r,*1fr$:m:ffi';:':ffii'3T"#;Ti,ffiff"- retesting ofthe work. Such extra fees shall be deducted from the paynrenb nade by the Owner to th€ Contactor. I 3. The Contractor shall provide at least five working days notice for all tests. I Fire Alerm Sysicm 16721 -21 Gore Crcek Residcnces - Residential Vail, Coloredo I 24qletcW004 12Janaary2005 I MATERIALIIANDLING A. Storage l. Overnight storage 9f nraterials is limited to the assigned storage area, Matcrials brought to the work area shall be installed the sarne day, or retuned to tlr assigned storage area rmless previorsly approved by the Ouner. B. Receiving and Handling l. The Conhactor shall be regorsible for all receiving, handling, and storage ofhis rnaterials at thejob site. 2. Use of loading docks, service driveways, and ft,eight etevaton shall be coordimed with the Owner. C. RubbishRetmval l. The Contsactor shall remove nfibistt ard debris resulting ftom his wort on a daily basis, Rubbish not rernoved by tbe C,ontrac'tor will be rernovod by the Onner and back-charged to the Contractor. 2. Rernoval ofdebris and rubbish from the premiscs shall be coordinated with the Oumer. ENDOFSECIION Gore Creek Rcsidcnces - Resldentlrl Vail, Colorado e8qernberN4 12 January 2005 I I I I I I I t I I I I I I I It It I I Fire Alarm System 1672t -22 I I I I t I t I I sEcTloN 16741 TELEPHONE SYSTEMS PART I . GENERAL I.OI RELATED DOCUMENTS A. Drawings and general provisions ofContract, including General and Supplementary Conditions and Division I Specification sections, apply to work ofthis section. B. Division 16 Basic Electrical Materials and Methods sections apply to work specified in this section. 1.02 SUMMARY A. Extent of telephone system work is indicated by drawings and is hereby defined to include, but not by way of limitation, he provisions of ernpty raceway, cable tray, pull boxes, outlet boxes, and backboards. B, Raceways, electrical cable boxes and fittings, which are required in conneclion with the installation oftelephone systems, are specified in other Division l6 sections. C. Rough carpentry is specified in a Division 6 section. I.O3 SIJBMITfALS A. Shop Drawings: Submit layout drawings of telephone system and accessories including, but not necessarily lirnited to plywood mounting panels, raceways, cable hay, and pull boxes. B. Submittals shall include a l/4" = l'-0" scale drawing of the main and riser telephone rooms showing all backboards, conduits and miscellaneous hardware. I.O4 QUALITYASSURANCE A. Coordinate with local telephone company for main and altemate service to main telephone room on the service level. B. Coordinate with other electrical work including wires/cableg electrical boxes and frttings, and raceways, to properly interface installation oftelephone system with other work. C. Scquence installation of telephone system with other work to minimize possibility of damage and soiling during remainder of construction. PART 2 - PRODUCTS 2.OI MISCELLANEOUSMATERIALS A. Conduit, boxes, cable ray, connectors and supports are specified in other sections of specification. Gore Creek Residences - Residentlel Veil, Colorado 03 January 2005 l' I I I I t I I I I Telephone Systems 16741-l I I I I I I I I I I I I I I I I I I I H. I. 3.02 PLYWOOD A. [n all telephone closets, provide exterior grade 3/4" plywood. Plywood shall be bolted to all interior walls oftelephone rooms and closets. PART 3 -EXECUTION 3.()I EXAMINATION Examine areas and condilions under which telephone systerns are to be installed. Notify Engineer in writing of conditions delrimental to proper completion of the work. Do not proceed with wo* until unsalisfactory conditions have been co[ected in a manner acceptable to installer. INSTALLATION OF TELEPHONE SYSTEMS B. c. D. E- F, G. Install telephone raceway and accessories as indicated herein and specified in other sections of specification. Exterior gra& 3/4" plywood shall be anached to the glpsum wall boards or CMU as indicated. Provide capped bushings on conduits immediately after installation. Floor lo floor distribution shall be provided with concrcte floor sleeves. Provide double duplex mounted 7-0" AFF at the right hand sidc of dre backboard. Use only electrical 45 degree or 90 degt€e sweeps. Do nol place more than two (2) 90 degree swecps or exceed 100 ft. betwcen pull boxes without providing a pull box. Unless noted the following conduit schedule shall be followcd: l. One outlet - 3/4" C. wilh pullwire. 2. Two outlels - I'C. with two pullwircs. Fire seal all openings to maintain fire raling after lelephonc cables are installed. Place telephone and data label on pull and junction boxes. ENDOFSECTION Gore Creek Residences - Residential Vail, Colorado 03 January 2005 Telepbone Systems 1674r-2 I t t I I I I I I I I I I I I I I T I Gore Creek Place Lionshead, CO Interior Specifications kd SlifertDesigns 216 Main Street, Suite C-100 Edwards, CO 81632 Phone: 97 A.926.8200, Fax: 97 0.569.3221 I I I T I I I I Slifer Designs Specifications Project Name: Gore Creek Place Project Number: 8138 Date: M.12.M LastRevision: 01.03.05 I I I I I I I t I I t Contents: 1.01 '1.02 1.03 1.D4 1.05 1.06 1.07 1.08 1. Kitchen - Kitchen - Range Kitchen - Dishwasher Kilchen - Microwave Kitchen - Ventilalion Hood Laundry Room - Washer Laundry Room - Dryer Bar - Wine Storage- A Unil Bar - Microwave Bar - Dishwasher Fireplace Gas Box Bar - lce Maker- A Unit Kitchen- Range UPGRADE Kitchen- Ventilation Hood- UPGRADE -A&BUnit Carpel - Option 1, Color: \Meat Carpet - Option 2, Color: Nutmeg Pad Entry Door Hardware lnterior Door Hardware Not Used Pocket Door Hardware Deadbolt Kilchen/Bar - Cabinet Pull Kitchen/Bar - Cabinel Knob Not Used Master Bath - Cabinet Knob Secondary Bath - Cabinet Knob Powder Room - Towel Ring Powder Room - Toilet Paper Holder Master Bathroom - Towel Ring Master Bathroom - Toilet Paper Holder Master Bathroom - Towel Bar Master Bathroom - Robe Hook Secondary Bathroom - Towel Ring Secondary Bathroom - Toilet Paper Holder Secondary Balhroom - Towel Bar 4.01 Not Used LTG-1 LTG-2 1.10 1.11 1.12 1 .13 1.14 1-15 A-1 A-2 A-3 A4 A-5 A-O A-7 A-8 A-9 A-10 A-11 A-12 A-13 A-'t4 A-15 H-1 H-2 H-3 H-4 H-5 H-6 H-7 H-8 H-9 H-10 H-11 H-12 H,13 H-',!4 H-15 H-16 H-'17 H-'18 H-19 H-20 2.01 2.O2 3.01 3.O2 3.03 3.04 3.05 3.06 3.07 3.08 3.09 3.10 3-11 3.'t2 3.13 3.14 3.15 3.1 3.17 3.18 3.19 3.20 c-1 c-2 c-3 4.02 Not Used Bathroom - Robe Hook 4.MlSecondary Bath - Wall Sconce 4.05lPowder Room - Wall Sconce 4.06 Not Used 5.01 5 5.02a 5.03 5.04 5.05 5.06 5.07 5.08 5.09 5.10 5.11 LTG4 LTG.5 LTGS LTG.7 PLU.l PLU-2 PLU-2a PLU-3 PLU-4 PLU-5 PLtJ€ PLU.7 PLU.8 PLU.9 PLU-10 PLU-II PLU-.I3 PLU-14 PLU-15 PLUI6 PLU-17 PLU-18 PLU-I9 PLU.2O PLU-21 PLU.22 PLU-23 PLU-24 STN-Ia STN-Ib STN-1c STN.2 STN-2a sTN-2b STN.3 STN-3a sTN-3b STN-3c STN4 STN-4a STN4b STN-4c STN-5 STN-5a STN-sb STN-5c STN€ STN-6a STN-7 STN-8 t I I I I I I I I I t It I I I I I I I 4.07 Master Bedroom Closet - Sink (large basin) Kitchen - Sink (small basin) Kitchen - Hot Water Dispenser 5.1 Kitchen - Disposal Master Bath - Faucet Master Bath - Lavatory Master Bath - Tub Filler Master Bath - Tub Master Bath - Shower Valve Master Bath - Shorrrerhead Toibt Porivder Room - Lavatory Secondary Bath - Faucet Secondary Bath - Lavatory Secondary Balh - Tub Secondary Bath - Tub/Shower Combo Valve Bar - Faucet Bar - Sink - Unit A Secondary Bath - Shouterhead & Valve 5. 5.1 5.1 5.1 5.1 5.1 5 5.21 5 6 6.01 6.01 c Bath - Toliet Master Bath Whirlpool Tub UPGMDE Bar - Sink - Unit B Bath #3 - Tub Masler BatF Shower Floor- Option Master BatF Shower Floor- Option 3 Master BatF Shower Floor- Option 4 Master Batil Wall Accent- Option 1 Master Bath- Wall Accent- Option 2 Master Bath- Wall Accent- Oplion 4 Master Bath- Countertop- Option 1 6. 6. 6.03a Bath- Countertop- Oplion 2 o- Master Bath- Cornterto} Option 3 Master Balh- Countertop Option 4 Master Bath- Floor- Option 1 Master Bath- Floor- Option 2 Master Batlr- Floor- Option 3 Master Bath- Floor & Wall- Option 4 Master Bath- Wall Cap- Option 1 Master Bath- Wall Cap Option 2 Master Bath- Wall Cap Option 3 Master Bath- Wall Cap Oplion 4 Master Bath- Wall Tile- Option 2 Master Battr Wall Tile. Option 3 Entry, Pouder Rm, & Utility Rm- Floor Kitchen €lab- Option 3 6.04 6.04a 6. 6. 6.05a 6 I I I I I T I I I T t I T T I t I 6.08a 6.08b 6.09 6.09a 6.09b 6.10a 6.11a 6.11b 6.11c 6.12a 6.12b 6.13 6.14 6.14a 6.16 6.17 6.18a 6.18b 6.19 7.01 7. 7. 8.02 B.OZa STN-Ba STN-8b STN-9 STN-9a STN-9b STN-10a STN-1 1a STN-11b STN-11c STN-12a STN-12b STN-13 STN-14 STN-14a STN-16 STN-17 STN-,IBA STN-18b sTN-19 Kitchen -Slab- Option 2 Kitchen -Slab- Option 1 Kitchen- Backsplash- Option 3 Kitchen- Backsplash- Option 2 Kitchen- Backsplash- Option 1 Secondary Bath- Wall Tile- Upgrade B Bath- Floor Tile-Upgrade B Bath- Floor Tile-Upgrade A Secondary Bath- Floor Tile-Upgrade A Secondary Bath-Countertop-U pgrade B Secondary Bath-Countertop-U pgrade A Secondary Bath- Wall base-Upgrade B Secondary Bath- Wall Cap- Oplion 1&2 Secondary Bath- Wall Cap-Upgrade A Masler Bath- Accent Tile- Option 2 Secondary Bath - Accent - Upgrade B Secondary Bath - Shower Floor - Upgrade B Secondary Bath - Shower Floc,r - Upgrade A Familv &Headh Slab Medium Hawk & Trowel Not Used il Kitchen Hood Throughout Kitchen Cabinetry- Option 1 Kitchen Cabinetry- Option 2 8.Kitchen Cabi 9.01 9.01a ood Floor - Wood Floor - GWB-1 GWB-2 GWB-3 ST.1 sT-2 ST-2a ST.2b WD-1 WD-'ta 10.02 10.03 10.04 12.02 12.03 12.O4 12.O4a 12.05 12.O5a 't2.06 12.OGa 't2.07 12.07a 12.O8 12.08a Paint - Dry Areas all Paint - Wet Areas Pr-2 PT-3 Pr4 PT-5 Ceiling Paint - Wel Areas 10.05 Wall Paint - Drv Areas Kitchen Accent with Glass 1 Bath- Wall Tile- Option 1 Secondary Bath- Wall Tile - Upgrade A Secondary Bath- Wall Base Tile - Upgrade A Secondary Bath- Wall Tile- Option 1 Secondary Bath- Wall Tile- Op:ion 2 Secondary Bath- Backsplash- Option 1 Secondary Bath- Backsplash - Option 2 Secondary Bath- Counter Tile- Option 1 Secondary Bath- Counter Tile- Option 2 Secondary Bath - Shower Floor - Option 1 Secondary Bath - Shower Floor - Option 2 Secondary Bath - Floor Tile - C)ption 1 Secondary Bath - Floor Tile - Crption 2 MW-1 cT-1 cT-2 cT-3 cT4 CT4a cr-5 CT-Sa cT-6 CT€a cr-7 CT-7a CT-B CT-8aI I 13.01lMasler Bath- Master Bath- Wall Accent- Option 3 Kitchen- Backsplash Accent- Option 3 13.O4 Stairs- lron Baluster MT-1 MT-2 MT-3 MT4 jiN r5'F?E6Q()s EE'.E $'Eo 00 ae Itlto? o.,R5E@(\l 9)@ o?-;iN('t ;<ou?:5R.9 u?:=cx'f8 oosovo Eo Eo(9 H?f T ooo d(g= 2F: 8 =E F FE o* nFA IE ErXsEs€ qfr O;u,Eritlip 9.9*6ii:xeii tr trH.EE$P:8e(5 ii FE.ss'fiEEIITIT II ffeto 3f, IIITINIIITIIIIIITII flil* Efig Nga otttto (.,6 E+ E8 EH'- u) c ao q, lt o e8Nql(o c? .qgf;:bR€ i;? qt 9,9d- H F =o I ofJo !G= Ed:d E s.yg &-E o+ ;HA IE gEnEgc EE o;;Esln:fi o o*i5:{PE 5.=fiEEH9:ae C5 U FgEgEEgalrra-rTIIIII'-IJTI-ITT d'6 (/,xt=a!qdd9l HFC Nga $a=o $fi a Hardware Schedule GOre Creek PlaCetI' Gore Greek Place - A Unit II Hardware Schedule Project#: 8138 'S Architect: Gwathmey Praft Schultz III Contractor: RA Nelsonl Prepared by: Slifer Designs Date: 05.05.04 Al ,.''=.... -.'' .: ' ..; , Revisions:01.03.05 Job #: 8138 Initial Contact: Sarah Schiltz t I T I t"u"|,' l:'r Roorii'Name . ,r Main Entry Main Entrv Closet Main Utilitv Room Main Livinq Room Main Dininq Room Main Kitchen - ODt. 1-3 Main Powder Room Main Breakfast Main Master Bedroom Main Closet Main Master Bath - Oot. 1-4 Main Stairs 1 Lower Entry Wine Room I Closet 1 Bedroom 1 1 Closet 1 Bathroom 1-All Oot. 1 Bedroom 2 1 Closet 1 Bathroom2-AIl Opt. ' "' ; 'l:";1 ii:r:,,i_:r:,;,;.:i. :;t :...,::i :i;.:i : j.::ri:r I Familv Room 1 Bar Stair Landing J Bedroom 3 J Closet 2 Bathroom 3-All Oot Water Closet J Bedroom 4 Closet 3 Bathroom 4 ?Water Closet I t I I I I I I I I t, Slifer Designs Phone: 970.926.8200 Fax 970.569.3221 Hardware Schedule Gore Creek Place Gore Creek Place - B Unit Hardware Schedule Project#: 8138 Architect: Gwathmey Praft Schultz Contrac{or: RA Nelson Prepared by: Slifer Designs Date: 05.05.04 Revisions: 01.03.05 , LeV-dl ,, Main Entry Main Entry Closet Main Utilitu Room Main Living Room Main Dininq Room Main Kitchen - Opt. 1-3 Main Powder Room -t_, '..:,:.1' ,-i:,: I :,, iiir. .--"-'r':11:: j.i'.rj;',"-;-, Main Breakfast Main Stairs i,--. ..:.:_:.;.;-,, i i ,i .i- '_.- .: r'r : 1 Lower Entry 1 Wine Room 1 Closet 1 Laundrv Closet I Bedroom 1 1 Closet 1 Bathroom 1- All Opt. I Bedroom 2 I Closet 1 Bathroom 2- All ODt. i r:.ji -:-::: t..r;: 1 Family Room I Bar i .l_' .-.. .. -,f'..,, j' . 3 Stair Landinq ?Bedroom.3 3 Closet J Bathroom 3- All Opt. 3 Master Bedroom 3 Closet Washer/Dryer Closet 3 Master Bathroom All Options Slifer Designs Phone: 970.926.8200 Fax: 970.569.3221 Job #: 8138 lnitial Contact: Sarah SchilE I I t t I I Plumbing Schedule Gore Creek Place - A Unit Plumbing Schedule Proiect#: 8138 Architect: Gwathmey Praft SchulE Contractor: RA Nelson Prepared by: Slifer Designs Date: 05.05.04 Revisions: 01.03.05 NOTE: i:fi Ritiifi ir N eihiil'** Main Entry Main Entry Closet Main Utilitv Room Main Living Room Main Dininq Room Main Kitchen Main Powder Room Main Breakfast , Main Master Bedroom Main Closet Main Master Bathroom Main Stairs , , -: :, .1 ,: ,.,:.:l:::,a.', ..: '. ..;,:i 1 Lower Entry 1 Wine Room I Closet 1 Bedroom 1 I Closet 1 Bathroom 1 1 Bedroom 2 1 Closet I Bathroom 2 1 Family Room 1 Bar ':- Stair Landino J Bedroom 3 J Closet J Bathroom 3 3 Bedroom 4 ?Closet ?Bathroom 4 Gore Greek Place Slifer Designs Phone: 970.926.8200 Fax: 970.569.3221 Job #:8138 Initial Contact: Sarah SchilE Plumbing Schedule Gore Creek Place - B Unit Plumbing Schedule Project #: 8138 Arctritect: Gwathmey Pratt Schul2 Contractor: RA Nelson Prepared by: Slifer Designs Date:05.05.04 Revisions: 01.03.05 NOTE: Main Entry Main Entry Closet Main Utility Room Main Livinq Room Main Dining Room Main Kitchen Mair Powder Room Main Breakfast Main Stairs ; : r:id'.j:, ti rr?i- :.'-:--' i I Lower Entry 1 Wine Room 1 Closet 1 Laundry Closet ,lI Bedroom 1 1 Closet 1 Bathroom 1 1 Bedroom 2 I Closet 1 Bathroom 2 1 Family Room 1 Bar -.:.'.' , :, . ' r,.:..:.: 3 Stair Landing J Bedroom 3 3 Closet 3 Bathroom 3 Master Bedroom Closet Master Bathroom Gore Creek Place Slifer Designs Phone: 970.926.8200 Fax: 970.569.3221 Job #:8138 lnitial Contact: Sarah Schiltz I I t I t I I I I I s I I I T I I I 3 I I t I I I Slifer Deslgns Specification Sheet:A-1 llam6: Location: Project l,lo.: Item Ilescdptlon: First lssue Data: Revislon llale: Manufachrlen Subzero Product #6425 Oescdption:fubular handles. icemaker in freezer Dim€nslons: 42'. side W side 24.4 .ft Finish: Stainless Steel comments: Supplier to verifv that all necessary parts for installation are ordered. Slife ,1i esryn$ 216 Main Street, Suite C-100 Edwards, CO 81632 Phone: 970.926.82fi), Fax: 970.569.3221 Slifer Designs Specification Sheet:A-2 Project Information Name: Gore Creek Phce Location: KiHren ProjectNo.: 8138 ItemDescriptioni Range First lssua Date: 05.05.04 Revision Date: 1./3n00,s Suggested vendor lnformataon Vendor: Address: DCA Eagle-Vail, CO Bob Bozynski 748.6442 748.6,t49 Contact: Phone: Far: Item lnformation llanufacturen Wolf P.oduct: # DF364G Description: Six gas sealed burnets, conventional thermal oven with eleciric bfoiler Dlmensions: 36" Finish: Stainless Steel comments: Supplier to verifv that all necessary parts for Installation are ordered. L.=r)atr SHfertllesign$' 216 Main Street, Suite C-I00 Edwards, CO 81632 Phone: 970.926.8200, Fax: 97 0.5693221 f'{ I I t I I t I I I I I I t I T I I I I1.02 I I t I T t I I t I I I I T I I Slifer Designs Specification Sheet:A-3 Proiect lnformation Nam€: Location: Proiect No.: Item Descriptlon: Flrst lssue Datet Revislon Date: Gore Creek Place Kitchen 8138 Dishwasher 4t12t2004 1/3,12005 Suggested Verdor Information Vendor: DCA Address: Eagle-Vail, CO Contact Bob Bozynski Phone: 748.u12 Fax: 7 48.A449 Item Information lranuiacturer: Asko Product #D3250HS-SS Description: Conlrols on top of door, lubular handle, six cycles Dfmenslofs: 24' Flnlsh: Stainless Sleel Comm€nts: b.r+p SlifertDesigns 216 Main Street, Suite C-100 Edwards, CO 81632 Phone: 970.926.82fl), Fax: 97 0.569.3221 Page 1.03 Slifer Designs Specifi cation Sheet:A4 Project Infomation Name: Gore Cr€ek Place Locatlon: Kitchen ProjeciNo.: 8138 llemDsscrlption: Mbrowave First lssue Date: 4t12n@4 Revision Oate: 1/U2005 Suggested Vendor Informatlon Vendor: Address: DCA Eagle-Vail, Co Bob Bozynski 748.6/42 748.64'49 Contact: Phon€: Fax: Item lnformation lltanufacturer: Product: Dsscrlptlon: Dlme|rsions: Flnlsh: Sharp # R530ES-SS 1,200 Watts, Tumtiable, S€nsor 24"W x 13 3E"T x 19 lE"D: 2.0 cu.fi. lnterior Stainless Steel comm€nts: Supplier to verifu that all necessary parts for installation are ordered. k,rJ SfifertDesigns 216 Main Street, Suite C-100 Edwardg CO 81632 Phone: 970.926.8200, Fax: 970.569.3221 I I t I I I I I I I I I I I I t I I IPags: 1.$ I I T T I I I T I t t 1 I I t I I I I Slifer Designs Specification Sheet:A-5 Proiect Informafion Name: Locatlon: Prol€ct No.: Item Descripdon: First lssue Date: Revlslon Oat€: Gore Creek Place Kitchen 8138 Ventilatbn Hood 05.05.9 1/3t2005 S u g geCted vshltoi I nf ormation Vendor: DCA Address: Eaole-Vail. CO Contact Bob Bozvnski Phon€: 748.6442 Fa'J 748.6449 Item Information uanufactu.€r: Vent-a-hood Product BH24OPSLD D€scrlpuon: (2) 300 cfm lnternal Blowers; Dltncnslons: 40 3/8'\iv x 1 2"h x 22 1t12'd Finish: Stainless Steel comments: Supolier to verifu that all necessary Darts for installation are ordered. A,-r)tt, SlifertDesign$ 216 Main Street, Suite C-100 . Edwards,CO81632 Phone: 970.926.8200, Fax: 97 0.569,3221 NO PHOTO Page: 1.05 Slifer Designs Specification Sheet:A-6 Project lnformatio! Name: Gore Creek Place Location: Laundry Room Project No.: 8138 ItemDescription: Wash€r First fssu€ Date: 4n2nOO4 Revision Oate: 1/3/2005 Suggestecl Vendor Informagon Vendo.: DCA Addr€ss: Eagla.Vail, CO Contact Bob Bozynski PhonE: 748.6442 Fax: 748.6,149 Item lnformatlon Manufacturer: Frigidaire Product: #GLTF1670AS Descripiion: Exlra large capacity, ftont loaden can be stacked Dimensions: 36"h x 26.75"w x 29.25"d Finish: White comments: Supplier to verify that all necessary parts for installation are ordered. Supplier to provide metal threaded hoses L.-Iarr SlifertDesigns 216 Main Street, Suite C-I00 Edwards, CO 8f 632 Phone: 970.926.8200, Fax: 97 0.569 -3221 I t I I I I I I I I I I I I I t t I tPage:1.06 I I I I I I I I I I I I t t I I I I t Slifer Designs Specifi cation Sheet:A-7 Prcject Information Name: Gore &eek Place Location: Laundry Room ProiectNo.: 8138 Item Desc.lption: Dryer Fi6t lssue Oate: 41122004 Revlsion Oab: 1Bl2o05 Suggested Vendor Information Vendor: OCA Addrsss: Eagle-Va , CO Contacf Bob Bozynski Phone: 748.6442 Fax: 748.6449 Item lnformatlon ManufacturEt: Frlqidaire Product: #GIEO332AS Descrlptio.t: Extra large capacity, electric, moisture sensor Dimensions: 36'h x 26.875"w x 25.75"d Finish: White comments: Supplier to verifu that all necessary parts for installation are ordered.' Supplier to provide metal threaded hoses t .r) -f $ifertDesigns 216 Main Street. Suite C-I00 Edwards, C0 81632 Phone: 970.926.820O Fax: 97 0.569.3221 it ,,-- - Pagq 137 Slifer Designs Specification Sheet:A-8 Project Information Name: Gore Creek Place Location: Bar. Unlt A UPGMDE Projecttlo.: 8138 Item Description: Wine Storage Flrst lssue Date: 05.05.04 R€vision Date: lBl29,0s Suggested Vendor Information Vendor: oCA Add.sss: Eagle-Vail, CO Contact Bob Bozynski Phone: 748.6/42 Fax: 748.6449 Item lnformation iilanutactrrer: Sub Zero Product 424 Descriptlon: Stainless Steel w/ Glass Dooq Sbres 46 bottles; 2 temps. Oimensions: 24" wide x 34"h x 24"deep Finish: Stainless Steel L.t)f|' Slif;ertDesigns 216 Main Street, Suite C-100 Edwards, CO E1632 Phone: 970,926.E200, Fax: 97 0.569.3221 I I I T I I I I t t I T I t I I I I IPage1.08 I I I I I I t I I I I I t I t ; I I I Slifer Designs Specification Sheet:A-9 Project lnformation Name: Gore Creek Place Location: Bar-UnltA&BUPGMDE ProjectNo.: 8138 It€mDescdption: Mictowave First lssue Dab: 4/12f2904 Revision Date: 1Bn00,5 Suggested Vendor Information V€ndor: Address: Contact: Phone: Far: DCA Eagle-Vail, CO Bob Bozvnski 748.64/.2 748.6449 Item Information Manufacturer: SharD Product #R308HK-BL Dscription: 1.2 cu.ft. Interior, 1,200 watts, tumable, sensor Dimensfonsi 20 'lfZ'W x 11 7E'T x 17 1/8'D Finlsh: Black _ cornments: Supplier to verify that dll necessary parts for installation are ordered. (r._)itr SfifertDesign$ 216 Main Street, Suite C-100 Edwards, CO 81632 Phone: 970.926.8200, Fax: 970.569.3221 Page: l.Gl Slifer Designs Specification Sheet:A-10 Project Informatiron Name: Location: Projec-t No.: Item DEscdptlon: First lssuo Date: Revision llate: Gore Cr€ek Place Bar-UnltAUPGRADE 8138 Dishwasher 4t12nW4 1/32005 Suggested Vendor lnformation Vendor: Addr€ss: DCA Eaglevail, CO Bob Borynski 748.€{42 748.6449 Contacl: Phon€: Fax: Item Informatlon Manubcturcr: Asko Product #D33508 tlescrlption: Six cycles, delay start Dimensions: 24" Comments: b,J+p SlitertDesigns 216 Main Streel Suite C-100 Edwards, CO 81632 Phone: 970.926.8200, Fax: 97 0.569.3221 I T I I I t I t I I t T I I I I I t I1.1 I I I I I I I I I I I I I I t I I I I Slifer Designs Specification Sheet:A-11 Project lnformation Name: Gore Creek Phce Location: A Unlt - Lower Level Family Room Project No.: 8138 Item Description: Fireplace Box Fi'st lssue Date: 4l12InU Revlsion Dat€: 11€/2005 -suggestedVerxltrlnf ormation Vendor: Address: Contact: Phone: Far: tl€arth Exchange Mintum, CO Matt Barthels 970€27-9623 970{,27-9222 Item Information Manufactrrer: Product: DEscrlpfion: Dlmensiona: Flnlsh: Town & Country TCa6- S..i* B Di.""W""t Firept*e Square box with glass front 32"h x 37 'll2'\r x 25"d Classic Series Comments:Supplier to verify that all necessary parts I FIREPLACE DIMENSIONS CEXIEF F.UE OVr 1211116- kd $ifertDesigns" 216 Main Street, Suite C-100 Edwards, CO 81632 Phone: 970.926.8200, Fax: 970.569.3221 Page:1.11 Slifer Deslgns Specification Sheet:A-12 Project Information Name: Location: Prqect No.: Item Oescriptlon: First lssue Oate: Revlslon Date: Gore Cleek Place Bar - UnitA UPGRADE 8138 lce Maker 412nW 1At2c/|Ji Suggested Vendor Information Vendon Addr€ss: DCA Eagle-Vail, CO Bob Bozynski 748.@442 748.6449 Contact: Phone: Fax: ltem lnformation Manutacturer: Scotsman Product DCE33 oescrlption: Under-counter slim design Dlmensions: 33 3/8'H x'15'W x 22"D Finish: Black A,r)ft' SlilertDesigns 216 Main Street, Suite C-100 Edwards, CO 81632 Phone: 970.926.E2fi), Fax: 97 0.569.3221 t I I I I I ! I t I I I t I I I I I I IPage:1,12 I t I I I I I I I I I I I I I I I l I Slifer Designs Specification Sheet:A-13 Proiect Information Name: Gore Creek Place Location: Kitchen UPGMDE Project No.: 8138 ItemDescription: Range UPGRADE Fi6t fssue Date: 411212004 Revision oate: 1&n0o5 Suggested Vendor Information Vendor: Addr€ss: DCA Eagle-Vail, CO Bob Borynski 749.U42 748.6449 Contac{: Phone: Fax: Item Information Manufactw€r: Wolf Product # DF486G Desc.iption: Six gas sealed bumers, 12' griddle, conventional thermal ovens(2) with electric broilers Dimensions: 48' Finish: Stainless Steel comments: Supplier to verify that all necessary parts for installation are ordered. L,r)-r SlilertDesigns 216 Main Street Suite C-100 Edwards, CO 81632 Phone: 970.926.8200, Fax: 97 0.569.3221 Pagq 1.13 Slifer Designs Specification Sheet:A-14 ProJect Information Name: Gore Creek Place Locadon: Kitchen UPGRADE P.oiectNo.: 8138 Itemo,escriptlon: V€ntilalionHood First fssue Date: 4112t2w4 Revision Dat€: 113/2005 Su g gesle{f9n{or I q[olmatio n Vandor: DCA Address: Eaglevail, CO Contact 8ob Bozynski Phone: 748.6442 Fax: 748.u49 Item lnformation lranuf8ctur€r: Vent-a-hood Product # BH652PSLD Descrlption: (3) 300 cftn lntemal Blorers; Dimenslons: 52 318"W x 12'T x 22 1P D Finbh: Slainless Steel Comments:to verifu that all necessarv oarts for installation are ordered. A.r)tr SlitertDesigns 216 Main Street, Suite C-Ifi) Edwardg CO 81632 Phone: 970.926.8200, Fax: 97 0.569.3221 NO PHOTO I I I I I I I I I I I I I I I T I t tPags: I T I I T I I t I I I I I I t I I t I lifer Designs Specification Sheet:A-15 Location: Bar. UnitA& B UPGRADE Item lnformation lilansfactu]er: Sub Zero Product 249RP Decripdon: All Panel Dlrnensfons: 24" wide x 34'h x 2 Finish: To malch cabinet door Comments:to that all necessarv Darts for installation are ordered. Slife,1i esrgn$' 216 Main Street, Suite C-100 Edwards, CO 81632 Phone: 970.926.8200, Fax: 970.569.3221 Slifer D,esigns Specification Sheet:A-16 Location: A Unit - UDDer Level Llvina Room. B Unlt - Both Vendor: Addrrss: Contact: Phone: FaI: Item lnformation [anufaclurcr: Golden Elount Produc't Supe.firc 4224 Descripfion: Top vent gqfiGboxilqlrills; Outsade alr accecs valve; 50,fl10 BTU/hr - NG or LP avallrrue; 8" b-vent flue Oimsnsiofs: 42" wide x 24" Comments:to verito that all for installatbn are ordered. kd SlifertDosign$ 216 Main Street Suitc C-IlXl Edwardl CO 8f 632 Phone: 970.926.8200, f,'ax: W0.5693221 I I I I I I I T I t t I t I I I t I I I t I I I I T I I I I I I T I I I I I Slifer Designs Specifi cation A-17 Location: A Unit - Upper l.evel Llving Room, B Unit - Both Item Information Manuf;acturer: Producc Description: Dirnensions: Finish: Golden Blount Texas Bonftre textured with Raul rotted amt of embers 6 loq set 5/8" thick Black Rock Comments:to that all necessary parts for installation are ordered. $if-'1il e$ryn$ 216 Main Street, Suite C-100 Edwards, CO 81632 Phone: 9?0.926.8200, Fax: 97 0.569.3221 I t I I I I I I I I I I I I I I I t I Slifer Designs Specification Sheet:c-1 ProJect Information Name: Gore Creek Phce Location: Throughout- as indicated on Floor Finish Phns Proiect No.: 8138 Itam Description: Carpet Option 1 First.fssue Date: 4|12I2Oc4 Revision Date: 06.22.U Suggested Vendor lnformation Vendoc Addr€ss: Contact: Phon€: Fax: Seleci Surfac,es PO Box 546 Mintum. CO 81fl5 Deb Davis 970-9496800 970-9496802 Item Information lianufac{urer: Couristan Product: 8760/0003 - Styl€: WOOI I OneS. -- Width: 13'2" Colon Wheat Yarn Content: 100% Wod Eacking: Jute Comments: All mate.ial and methods of consiruction must comply with all applicable fire and life safety codes. All materials and construction musl be conlract quality. Fabricator to provide struclurally sound product. Any metal parts must be guaranteed against rust corrosion and scratching. Subnlttal: Installer to submit seaming diagram prior to installation for approval by Slifer Desig Installer to vedry yardage p to orderinq. {t.-}f3 SfifurtDesigns" 216 Main Streef Suite C-100 Edwards, CO 81632 Phone: 970.926.82fi). Fax: 970.569.3221 Pags: 2.01 Slifer Designs Specifi cation Sheet:c-2 Name: Location: Proiect No.: frem Doscdptlon: First lssue DaG: Revisloo D6te: as indicated on Fbof Finish Plans Vendor: Addre63: Contact: Phone: Fax: ilanufacturer: Product 4826 Style: widrh: 13 2' Color: Yam content 100% Wool comments: All material and methods of constuction must comply wih all appticabh firc and llb safe0 codes. All malerials and construclion must be conhact qualitv. Fabricator to sound metal parts must be rust cotrosktn and Submltlal: Installer to submit to for aDoroval bY Slifor lnstaller to to Slile ,1ile$lgns 216 Main Street, Suite C-100 Edwards, CO 81632 Phone: 970.926.E200, Fax: 97 0.569,322L I I I I I I I I I I I I I I I t I I I I I I I I t I I I I I Slifer Designs Specification Sheet:c-3 Prdect Information Name: Gore Creek Place Locatlon: Throuohout- As indicaled on Floor Finish Plans ProlectNo.: 813t1 ItJem D€ocription: Caryet Pad Ffrst fssue Date: 412n@4 Revlslon Date: SuSSesteO Vendor Information vendor: Selecl Surfaces Address: PO Box 546 lri-|lr.^ ^/1 elA.lE Cootact D€b Oavis Phone: 970.949€800 FaI: 97G949€802 Item lnformation Manutaclur€r: SCI (Sponge Cushion, lnc.) Demity: Product Berber Choice _ Pattem Repeat N/A D€3cription: Sizo: Color: Construction: Primary Back: Yarn Conteng 100% Wool Gaug€3 TuftEd ya.n Weight: Min. Total Weight: Pll€ Helght Test Oata: Comments: All malerial and methods of construction must comply witr all applicable fire and life safety codes. All materials and construction must be contract quality. Fabaicator to provide structurally sound producl Any metal parts must be guaranleed againsl rust corrosion and scratching. 54" W, 20'IROLL, 10 SQ YDS/F Secondary Back: Red Soil Retardant: WarrantY: Submlttal: Installer to submit seaming diagram prior to installation for approval by Slifer Desig Installer to verify yardage p to orderino. b-xt|' SlifertDesigns 216 Main Streel Suite C-100 Edwards, CO 81632 Phone: 970.926.8200, Fax: 97 0.569.3221 NO PHOTO Page: 2.03 I I I I t I I I I t I T I I I I I I I Slifer Designs Specification Sheet:H-1 Proje-t Information Nam€: Gore Cr€ek Plac€ Looadon: Front Enlrv Proi€ctNo.: 8138 Item OgscdDton: Door Hddware Flrst l$uo DaG: 05.05.04 R€vlsion Date: 1.3.2005 -uggestedVendorlnf ormaf ion Verdor: Addl€ss: Contact Phone: Fax: Alpine Bullde/s Hardwe,e 210 Edwards Village Blvd. Unit A 110 Edwards. CO 81632 Rob Rktdle 926.8000 926.7952 Item lnformation IManufacturon Hardware Renaissance l IProduct HFl442 Entry Set lDescriotlon: Hand Forqed Hardware: Reoular Grio I IDlmenslorc: 3" x 20.5" backplate on exterior; 10' backplate on interior side ]Flnlsh: Foroed Blackened Patina I Stvlo: Hardware Works Haro Handle I I Comments: A.r){5 SfitertDesigns 216 Main Street, Suite C-100 fdwards, CO 81632 Phone: 970.926.E20, Fax: 970.569,3221 Page: 3.01 Slifer Designs Specifi cation Sheet:H-2 Project Information Name: Gore Creek Place Locauon: Interior Throughout Proiect No.: 8138 Item Description: Door Hardware First lssue Date: 05.05.04 Revislon Dab: 1.3.2005 Suggested Vendor Infomation Vendor: Aloine Buildsls Hardware Address: 210 Edurards Mllage Bh/d. UnitA 110 Edwerds, CO 81632 Contacl: Rob Rkidle Phon6: 926.8000 Fax: 926.7952 Item lnformation Manuf;acturer: Product: Oescrlptlon: Dimenslons: Finlsh: Hardware Renaissance Forged Knob with Notched Comer Backplate Hand Forged Hardware AnvAtr Forged Blackened Palina Comments: (L,Jtl' SfitertDesigns 216 Main Street, Suite C-100 Edwards, CO 81632 Phone: 970.926.8200, Fax: 910.5693221 il :r rs.'d K r..' L I I I I I T I I t I I I I I t I I I IPage:3n2 I T I I I tI I I I t I I I t I I I I I Slifer Designs Specification Sheet:H4 Project Information Name: Gore Creek Place Location: Pocket Doors Throuohout Proje€tNo.: 8138 Item D6cription: Pocket Door Hardryare First lssue Date: 05.05.04 RevisionDate: 1.3.2005 Suggested Vendor Informatlon Vendor: Add|€ss: Contact: Phone: Fax: Alpine Builde/s Hardware 210 Edwards Village Blvd. Unil A 1 10 Edwards, CO 81632 Rob Riddle 926.8000 926.7552 Item lnformation lllanufacturer: Hacienda lron Craft | Product: RFP I Descrlotlon: Rectanole Flush Pull I Dimensions: 4 112"1x2"w I Flnish: Black I stvla. Redannle I ' I comments: Supplier to verify that all necessary parts for installation are ordered. l t ,t)-tt SlifertDesigns 216 Main Street, Suite C-100 Edwards, CO 81632 Phone: 970.926.82fl), Fax: 97 0.569.3221 NO PHOTO Pago: 3.04 Slifer Designs Specification Sheet:H-5 Project Information Name: Location: ProFct No.: Item Descdption: Flrst lssue DatE: Revision Dats: Gor€ Creek Place As Indbaled on Archited's Door Sdt€dule 8138 Deadbolt 05.05.04 1.3.2005 Suggested Vendor Informatlon Vendor: Alpine Builde/s Hardware Addr6s: 210 Edwards Village BMl. Unit A 1 10 Edwards, CO 81632 Contact Rob Riddle Phone: 926,8000 Fax: 9Xi7952 Item Information Manufacture.: Hardware Renalssance Product HE623 Description: Dlmensions: 3\3' Flnlsh: Forged Blackened Patina Stvb: Comments: ,lr l\5lr- SlitertDesign$ 216 Main Street, Suite C-100 Edwards, CO 81632 Phone: 970.926.8200, Fax: 97 0.569-3221 NO PHOTO I I I I I I I I I I t I I t I I I I IPage:?NE I I I I I I t I t t I I I I I I I I t Slifer Designs Specification Sheet:H-6 Proiect Information Nam6: Locatlon: Project No.: . Item Description: First lssue Date: Revision Date: Gore Creek Plac€ Kitchen/Bar 8138 Cabinet Pull 05.05.04 1.3.2005 Vendor: Aloine Builde/s Hadware Addess: 210 Ed/vafds Village Blvd. Unit A 110 Edwards, CO 81632 contace Rob Rildle Phon€: 926.8000 Fax: 926.7952 Item Information Manutact rer: Product: Descrlption: Dimenslons: Finish: Style: Comments: Top Knobs tr{ 2e 6" long x 1" proi. x 2 1/8" wide Antique Pewter Tuscany Supplier to verify that all necessary parts for installation are ordered. L.J-r SlilertDesigns 216 Main Street, Suite C-100 Edwards, CO 81632 Phone: 970.926.8200, Fax: 97 0.569.3221 Page: 3.06 Slifer Designs Specift cation Sheet:H-7 Project Informaffon Name: Gore Cre€k Phce Loca6on: Kitchen/Bar Project No.: 8138 Item Descriptlon: Cabinet Knob Flrst lssue Dats: 05.05.04 Revlslon Date: 132OOs Suggested vendor lnformation Vendo.: Alpino Buibe/s Hadware Addess: 210 Edwards Village Blvd. ' UnitA110 Edwards, CO 81632 Contact Rob Riddle Phone: 926.8000 Fax: 926.7952 ltem lnformation Manuiacturer: Top Knobs P.od.rcr M464 D$c.lption: Canterlcury Knob with Backplate Dimensions: 1 1/4" dia. X 3'length plate Flntsh: Antique Peurter Style: Britannia Collection Comments: {r,r) -{' SlifertDesigns 216 Main Street, Suite C-100 Edwards, CO E1632 Phone: 970.926.820O Fax: 97 0.569.3221 I I I I I I I t I I I I I I I I I I IPage:3.07 I I I I I I I I I I I I t I I I I I I Slifer Designs Specifi cation Sheet:H-9 ProJect Information Name: Gore Creek Place Localion: Master Bath Project No.: 8138 Item Description: Cabinet Knob Fanst lssue Dats: 05.05.U Revision Date: 132005 Vendor: Addrsss: Contact: Phone: Fax: Alpine BuiHefs Hardware 210 Edwards Village Blvd. Unit A 110 Edwards, CO 81632 Rob Riddle ota .tnan 926.7952 Item Information Manufacturer: Product: Descrlption: Dimensions: Finish: Style: Comments: Too Knobs M198 Contessa Knob 1 114"w x 1 118" proi. Antioue Pewter Tuscanv Supplier to verify that all necessary parts for installation are ordered. tr ,-U+p SlilertDesigns 216 Main Street Suite C-100 Edwards, CO 8f632 Phone: 970.926.8200, tr'ax: 970.569.3221 Page: 3.09 Slifer Designs Specification Sheet:H-10 Project lnfomation Name: Gore Crcek Place Location: Secondary Bath ProjectNo.: 8138 Item De€cription: Cabinel Knob First lssuo Date: 05.05.04 Revislon Oate: t.3.2005 Suggested Vendor Information Vendor: Addrass: Contact: Phone: Fax: Alplne Builde/s Hardware 210 Edwads Mllege Blvd. Unil A 110 Edwards, CO 81632 Rob Riddle 926.8000 926.7952 Item lnformation Uanuf;acturer: Product: DescrlpUon: Dirnenslons: Flnish: Style: Commenta: Top Knobs ^rlna Cumberhnd Knob 1 1/41r x 'l 1/16' proj. Antique Pewter Tuscany Supplier to veriil that all necessary parts for installation are ordered. knr SfifertDesign$ 216 Main Street, Suite C-100 Edwards, CO 81632 Phonq 970.926.8200, Fax: 97 0.569.3221 w 3.10 I I I I I I I I I I I I I I I I I I IPag€: I I I I I I t I I t I t I I I I I T t Slifer Designs Specification Sheet:H-11 Prolect Information Name: Gore Creek Place Location: Powder Room Project No.: 8138 Item Oescription: Towel Ring Firsl lssue oate: 05.05.04 Revislon Date: 1.3.2005 Su g gested V94dor Information Vendor: Hughes Supply Address: 0950 Noftingham Road Avon, CO 81620 Contact: Michelle Kessloff Phone: 949.4300 Fax: 949.4048 Item lnformation Manufacturer: Ginoer P.oduct: 0905/6 - 15 Oescription: 6" Towel Ring Dimensions: 6" dia. X 2,4' proj. x 3'dia. Escutcheon Finishr Satin Nickel style: Sheffield comments: Supplier to verify that all necessary parts for installation are ordered. a.-Itr S[tertDesigns 216 Main Street, Suite C-100 Edwards, CO 81632 Phone: 970.926.8200. Fax: 970.569.3221 Page: 3.11 Page: 3.12 I I I I I I I I I I I I I I I t I t t Slifer Designs Specification Sheet:H-13 Proiect ln'Frmation Name: Gore Creek Placa Location: Master Bathroom P.oiect llo.: 8138 Item Doscription: To'vel Ring First lssue Oate: 05.05.04 Revislon Oac: 1.3.2005 SuggCsted Vendor Information Vendor: Alpine Bu defs Hatdware Addr6s: 210 Edwards Vinaoe Blvd. Unit A 1 10 Edwards. CO 81632 Contact: Rob Riddle Phon6: 9m.8000 Fax: 926.7952 Itom lnformatlon llanufacturer Atlas Homeurares Product WR DeEcdDtion: Towel Rinq Difli€nsions: Flnish: PeMer Styte: Venetian comments: Supplier to verifo that all necessary parts for installation are ordered. L,-)al' SlitertDesign$ 216 Main Street Suite C-100 Edwards, CO 8f 632 Phone: 970.926.8200, Fax: 91 0.569.3221 Pege: 3.13 Slifer Designs Specification Sheet:H-14 J qq!!!.rma{g! Name: Gore Creek Place Locatlon: Master Bathroom ProjectNo.: 8138 Itom D,escrip{ion: Toilet Paper Holder Flrst lssue Date: 05.05.04 R€vislonllats: 1.3.2005 Suggested Vendor lnformation Vendor: Address: Contact: Phone: Far: Alpine Builde/s tlardrvare 210 Edwards Village Blvd. Unit A 110 Edwards, @ 81632 Rob Rirdle 926.8000 926.7952 Item Informatlon lilanufacturer: Allas Homewares Producft VTP Ilescription: Tissue Paper Holder Dlm€nsions: Flntsh: Pewter Styls: Venetian comments: Supplier to verify that all necessary parts for installation are ordered. b,-\atl' $ifertDesigns 216 Main Street, Suite C-100 Edwards, CO 81632 Phone: 970.926.82fi), Fax: 97 0.569.3221 I I I t I I I I I I I t t I I I I I t. Page:3.11 I I I I I I t I I I I T I I T I I I I Slifer Designs Specification Sheet:H-15 -Fdeca-ln6rmaalon Namo: Gore Cre€k Place Location: Master Balhroom Proisct No.: 8138 Item Dsscription: Towel Bar First lssuo Date: 05.05.04 RevislonDate: 1.3.2005 Vendor: Add.sss: Contact: Phone: Fax: Alpine Suilde/s Hardware 210 Ed$/ards Villaoe Blvd. Unit A |10 Edwards, CO 81632 Rob Riddle 926.8000 qta 7061 Item Information IllanufacturEr: Atlas Homewares Product: WB24 Descdpuon: Towel Bar Dim€oslons: 24" Finish: Pewter Style: yenqthn Comments: L.-I+p SlifertDesigns 216 Main Street, Suite C-100 Edwards, CO 81632 Phone: 970.926.82(X), Fax: 97 0.569.3221 Page: 3.15 ifer Designs Speclfication Sheet:H-l6 Name: Locatlon: Projsct No.: lGm Description: First lssue Date: Revblon Oate: Vendon Addr6s: Contact: Phone: Fax: Unit A 110 Item Manufacturer: Product: Descrlptlon: Dimenslons: Finish: Style: Comments: Atlas Homeurares VSH Hook 31tZ' Pewter Venetian Su ,1$esryns' 216 Main Streel Suite C-100 Edwards, CO 81632 Phone: 970.926.8200, Fax: 97 0.ffig,3221 I I T t I I I I I I I t I T t I I t I I I I I t I I T I I t I I I Slifer Designs Specification Sheet:H-17 ProJect lnformation Name: Gore C.eek Plaoe Location: Secondary Bathrooms Proiect l,lo.: 8138 Item DescriDtion: To,vel Rino First lssue Date: 05.05.04 Revision Date: 1.3.2005-SuggestedVendffi Vondor: Hughes Supply Addr€ss: 0950 Nottinoham Road Avon, CO 81620 Contacl Michelle Kessloff Phone: 949.4300 Fax: 949.4048 Item lnformation manufacluer: Ginqer Product: 0705CL - 15 DescriDtion: Towel Rinq w/ Clear Glass Oimensions: 3.9' x 7.9" x 4.f Droi. Finlsh: Satin Nickel Sgle: Circa comments: Supplier to verify that all necessary parts for installation are ordered. L.-)+p SlifertDesigns 216 Main Street, Suite C-100 Edwards, CO 81632 Phone: 9?0.926.8200, Fax: 970.569.3221 I Page: 3.17 Slifer Designs Speciftcation Sheet:H-l8 Prolect Informadon Name: Gore Creek Plac€ Location: Secondary Balhrooms ProjectNo.: 8138 Item D€scrlption: Toilet Paper Holder Flrst bsue llate: 05.05.04 R€vlslonDate: 1.3.2005 Suggested Vendor Information Vendon Hughes Supply Addr€ss: 0950 Nottinsham Road . Avon, @ 81620 Contact: Michelle Ke$loff Phone: 949.4{}00 Fax: 949.4048 Item lnformation llanutactu]€r: Ginger Produc{: 07084- 15 D€cdptlon: Double Post Tissue Paper Holder Dlm€nsions: 6.9" x 3.5 Finish: Satin Nickel r-i.^^ertf re. cor ments: Supplier to verify that all necessary parts for installation are ordered. A.J)arr SlifertDesigns 216 Main Street Suite C-I00 Edwards, CO 81632 Phone: 970.926.8200, Fax: y7 0.569.3221 I I I ! T I T I t T I t ! I I T t I I3.18 I I I t I I I I I t I I I T I T I I I Slifer Designs Specification Sheet:H-19 Proiect InJoimation Name: Gore Creek Place Location: Secondarv Eathrooms Prolect No.: 8138 Item Descrlption: Tow€l Bar Fi6t lssue Date: 05.05.04 Revislon Dab: 1.3.2005 Suggested Vendor tnformation Vendor: Address: Contact: Phone: Far: Alpine Builde/s Hardware 210 Edwards Villaoe Blvd. Unit A 110 Edwards, GO 81632 Rob Riddle 926.8000 926.79s2 Item Information Manufactrrcr: Ginger Product: 0703CL - 15 Desc.lption: Tourel Bar w/ Clear Glass Dimenslons: 24' Finish: Satin Nickel Styl€: Circa _ cornments: Supplier to verify that all necessary parts for installation are ordered. (L -Iir SfifertDesign$ 216 Main Street, Suite C-100 Edwards, CO 81632 Phone: 970.926.8200, Fax: 97 0.569,3221 Page:3.19 Slifer Designs Specification Sheet:H-20 Add.ess: 210 Edwads Villaqe Btud. Item manufaciu|Ec Product: Description: Dlmenslona: Finlsh: Style: Comments: 0710 - 15 Robe Hook 3.9" x 1.7' x Satin Nickel Circa to ,1$esryn$ 216 Main Street, Suite C-100 Edwards, CO 81632 Phone: 970.926.8200, Fax: 9705693221 I I I I I I I t t t I r T I I t I I I I I I I I I ,| I I I I t T I I t I I I Slifer Designs Specification Sheet:LTG.l Pqqjgq!nlormatigqr Name: Gore Creek Place Location: Project No.: Itqm Dsacrlption: Fi6t lssuG Oate: Revlsion Oate: Suggeated Vandor |nformation Vondon Add|ess: Contact: Phon€: Fax: Item lnformaffon NOT USED Manuircturer: Produci: Descriptlon: Quantity: Fixtu.o Saze: Flnish: Watage: Chain Length: lrvelght Shads Sl2e: Shade Flnlsh: Comments:All material and methods of conslruc{ion must comply with all applicable tire and life safety codes. Al materials and construdion must be confacl quality. Fabricator lo provide sbucturally sound product. Anv melal Darts must be ouaranteed aoainst rust @nosion and scratchino. Submlttal: Submit shop drawings, finlsh san 8/or shade samples for approval Sifer Desions Drior to fabrication. {r.J) -|' SliturtDe$igns 216 Main Street, Suite C-100 Edwards, CO EI632 Phone: 970,926,E200, Far: 970.569 3221 Prg€: 4.01 Slifer Designs Specification Sheet:LTG-2 P CSI!!!&!r!atl9! Nams: Location: Proieci l{o.: It€m Descriptlon : First ksue Oate: R€vlslon Data: Go|? c16€k Pbce Suggested Vendor Information Vendor: Addrsss: Cortact; Phon€: Fax: Item Information NOT USED ManufacturBr: Product: D€scdpdon: Ouantlty: FixtuE Sizs: Finish: Waltag€: Chaln trngth: Weight: Shada Siz€: Shad6 Finish: Comments:All materlal and methods of consilruc{ion must comply wltfi all applicable ffre and li|b saHy co&s. All mal,srtals and construdion must b€ contraci qualty. Fab.hator to provide sfudurally 6ound product. Any melal parts must be guarant€ed agahst rust co.roslon ard scratdrlng. &/or shade samples fot Slifer Desisns orb. to fi u.-xf3 SftfertDesigns 216 Main Street, Suite C-100 Edwrrds, CO 81632 Phone: 970.926.E2fi), Fax: 970.569.3221 I ! I I I I l, T I T I I ! 1 I I I I I Prgr: I I I I I I I I I I I I I I I I I I I Slifer Designs Specification Sheet:LTG-4 Project Information Name: Gore Cr€ek Place Location: S€condary Ba0l ProjectNo.: 8138 ItemDesctiption: WallSconc€ Fi6t lssue Dat€: 05.05.04 Revbion Oate: 1.3.2005 SugggglgllVe4do(forma[on Vendot; Address: Contact: Phone: Fax: WateMorks O€nv6. CO Pa[i Fo( 312.527.4147 3't 2.527.1490 Item Information Manufsc'turer: Producg Descrlp0on: Qusntlty: Fi{uje Size: Finbh: Wattage; Chain Length: Weaght: Shade Size: Shade Finbh: Comments: Waterworks f.l\ rLT 80 Horizontal Miror Sconce with Glass Shades rebr to drawings 1 7.625\r x 5"h x 5.375"proj. Matte Nickel (2) 100 watl max: medium base a ? tRnh Frosted Glass All material and melhods of construclion must comply with all applicable fre and life safety codes. All materials and construciion musl be contract quality. Fabricator to provide structurally sound produc{. Any metal patts must be guaranieed agaimt rust corrosion and scEtching. Submittal: Submit shop drawings,linish san E/or shade samples lor approval Slifur Desions oaior to fabricafon. (LJav. SlifertDesigns' 216 Main Strecl Suitc C-100 Edwards, CO 81632 Phone: 970,926J200. Fax: 970.5693221 Pago: 4.04 I Slifer Designs Specification Sheet:LTG.5 FlEt lssue Date: 05.05.04 Vendor: Address: Contacb Phone: Faxi 312.527.4147 312.527.1490 Manufachrer: Waterworks Produch JMLT32 D6cription: Oval Single Sconce Quantity: 2 per unit Flxtur€ Size: 10.25'h x 5\,v x 4. Finlsh: Matte Nickel wettase: 4SletfqeLqrnCl blunt Chaln Ler€th: Weight:nla ShadeSize: 5'dia. shade Finish: Pleated Shade Comments: All material and methods of conslruction must comply wilh all applicable fire and life safety codes. All materials and construclion musl be confracl quality. Fabricator to sound metal oarts must b€rust @rrosion and submittal: submit shop drawings. finish 6./0r shade samoles br Slifer Desiqns orior to fabrication Slite ,1i eslgn$' 216 Main Street, Suite C-100 Edwards, CO 81632 Phone: 970.926.8200, Fax: 970.569,3221 t I I I t I t I I I I T I I I I I I I Slifer Deslgns Specification Sheet:LTG.6 Pro&qt Information Nams: Gor€ Creek Placs Locatlon: Projoci No-: liem Description: Flllt bsue Date: Revision Date: Suggested Vendor Information Vendor: Addra6s: Contict: Phone: Fax: Itam Information NOT USED Ma nuiacturat: Product IDescdDtaon: - | Quanllty: l Fkture Size: - I IFlnlsh: Watiro€: - i ch.ln Lcnoth: Weiqht - l Shade size: Shade Finish: Comments: All material and melhods of construclion must comolv with all aoolicable fire and life safety codes. All materials and construclion must be conlrad quality. Fabricator to provide structwally sound product. Anv metal Darls must be ouaranteed aoainst rust conosion and scralchinq. Subnittal: Submit shop drawings, &/or shade samdes for Slhbr Desiqns orior to ft {t -}+p SlitertDesigns 216 Main Street, Suite C-100 Edwards. CO 81632 Phonc: 970.926.8200. Fax: 970.5693221 Pag.: {.06 Slifer Designs Specification Sheet:LTG-7 Proloct Information Nsme: Gore Creek Plac€ Locatlon: Master Be&oom Closet Proloct No.: 8138 llem Description: C€ilirig iilount Fixture Flrst bsue Dato: 12.16.04 Rsvblon Oate: 1.3.2005 Su ggested Vendor Information Vando.: Esdluz lnc. Addcss: 235 loonacfiie Road Moonactis. NJ 07074 Contact: Phonc: 201.641.1997 FaI: 201.6/120€.2 Item lnformation Manuirclu|tr: Pfoduct: D€crlptaon: Quantity: FinuF Slze: Flnlsh: W8tLgo: Chaln Length: Weight: Shade Size! Shade Finbh: Commqnts: Esliluz T-51223 C€iling Fixture rcter to draflings 31/8'h x 12 3E die. Black T2 (R7s) 118 mm. 150 wan ^la Satin Glass Diflirser All mal€rlal and mehods of conslruclion must comply with all applicable frr€ and lfie sa€ty codes. All materials and constuclion musl b€ conbacl quallty. Fabdcator to paovile sfructurally sound product. Any melal parts musl be guaranteed against rust coarosion and scratdring. Submitttl: 6,/0r shade samples for appto\ral Slibr Desions orior to fabrication. k-Jt|' SfifurtDesigns. 216 Main Street, Suite C-100 Edwardq CO E1632 Phone: 970.926.E200, Fax: 970.*9.3221 l I I I I I I I I I I I T I l t t I I Prgo: I I I T I I I I I t I I I I I I I T I Slifer Designs Specification Sheet:LTG.8 Project Information Name: C'ore Cfeek Place Localion: Theatre- Unit A Projecl No.: 8138 Item Description: Wall Sconce First l3sue Dale: Revisloo Dale: 05.05.04 Suggested Vendor Information Vondor: Address: Contact: Phone: Fax: Oecorative Materials Denver, @ Tl.r. 303-722-1333 Item lnformatlon f,lanufacturer: Urban Archaeology Product Barbizon- UA13 lS Ilescrlption: bronze sconce w/ marble Quanllty: Fixture SlzE: 16" x 11" x 8" F.oish: Wattage: 75wx 1, incandescent Chain Length: nla Weighl:nla Shade Slze: Shade Flnlsh: Commen!s: All materiials and conslruction must be contract quality. Fabricator to provide structurally sound produc Any metal parts must be guaranteed against rust coffosion and scratching. Submittal: Submit shop drawings, finish san 6,/or shade samples for approval Slifer Desions orior lo fabricalbn. Ilesigns 216 Main Street, Suite C-100 Edwardg CO 81632 Phone: 9?0.926.8200, Fax: n0.5693221 4.07 Slifer Designs Specification Sheet:LTG-9 Project Information lrlame: Ciore Creek Place Location: Theatte Unit A ProiectNo.: 8138 Item Descriptlon: Stak Lighling Flrst lssue Date: 05.05.(X R€vision Dale: Suggested Vendor lnformation Vendor: The Lighling Studio Address: 0105 Edwards Mllage 8lvd. Edurards. @ 81632 Contact Connor Phone: 97G92&9595 Fax: Item lnformation ;lanufactcer: Roberts Step Lite Systems Product RA- Series Step Lite Description: Recessed safety light strip for steps Quantity: .1 per unit Fklure Size: 10'- 15' Finlsh: wattage: 12 volt Chaln Length: nla Weighl: Shade Sire: Shade Finish: Comm€nts: All matefials and construction nusl be contract quality. Fabricalor to provide stnrcturally sourd prcducl Any rnetal parls musl be guaranteed against rusl corosion and scratching. n/a Submittal: Submit shop drawings, finish sar Uor shade samples for approval Slifer Oesions orior lo fabricalion. Ilesigns 216 Main Street, Suite C-100 Edwards, CO 81632 Phone: 970.926.8200, Far: 91 0.569 3221 4.08 I I I I I I I I I I I t I I I T I I I I I l T I I I I I I I I I I I I I I I Slifer Designs Specification Sheet:PLU.1 Prciect lnform-tion l{ame: Gore Creek Place Locadon: Kitchen ProjectNo.: 8138 ItemO€scrlption: Faucet First fssue Date: 4112120c/ RevlslonDato: 1.3.2005 -SuggestedVerxlorlnf orm;tlon Vondor: Hughes Supply Addross: 0950 Nottingham Road Avon. CO 81620 Contacfi Michelle Kesslofi Phone: 970.949.4300 Fax 970.949.4048 Item lnformation Itlan ufacturEr: Product: Descrlptlon: Dlmenslons: Flnish: Comments:Supplier to verifu that all necessary Darts for installation are ordered. All material and methods of construction musi comply with all applicable fire and life safety codes. Fabricator to orovide structurallv sound oroduct. All materials and construction musl be contract quality, Anymeta|partsmustbeguaranteedagainstrustcorroSiona Grohe Ladylux Caf6 18" spray pull Brushed Nickel krr SlitertXlesigns 216 Main Streel Suite C-100 Edwards, CO 8f 632 Phone: 970.926.8200, Fax: 970.569.3221 ffi Pagp: 5.01 Slifer Designs Specifi cation Sheet:PLU-2 Project Information Name: Gore Creek Place Location: Kitchon Project l,lo.: 8138 IternDescrlption: Sink First fssu6 Oate: 4I1AZA04 Revision DatE: 1.3,2005 Suggested Vendor Information Vendor: Hughes Supply Address: o95O NottirEham Road Avon. CO 81620 Conlact: Miohelle Kessloff Phone: 970.949.4300 Fax: 970.949.4048 Item lnformation Manufactuter: Ptoduct Descraption: Olmensions: Flnish: Kohler K-3332 Undertone Extra Large Undercountec squared basin 21 114" x 15 gl4" x7 1n" Comments:Supplier to veriry that all necessary parts for installalion are ordered. All material and methods of construction must comply with all applicabl€ fire and life safety codes. Fabricator to provide shuclurally sound product. All materials and construction must be contract quality. Any metal parts must be guaranteeil against rust conodon and scratching. b,J-r $[fertDesign$ 216 Main Street, Suite C-100 Edwards, CO E1632 Phone: 970.926.8200, Fax: 91 0.569.3X21 Page: 5.02 I I I I t I T I I I I t I I I I I I I I I I T I I I I I I I t I I I I I I I Slifer Designs Specification Sheet:PLU-2a Proiect Information Name: Gore Creek Place Locauon: Ktchen Proiect No.: Item Descrlption: Sink First hsue Date: 4nZf20M Revlsion Date: 132005 Suggested Vendor Informalion Vendor: Hughes Supply Address: 0950 Notlinoham Road Ar/on, CO 81620 Contact: Michelle Kessloff Phone: 970.949.4300 Fax: 970.949.4048 Item lnformation llanufacturer: Product: D€€cdpdon: Dimensions: Finlsh: K-3333 Undertone Exlra Small Undercounler; squared basin g" x15314" x5112" Comments:Supplier lo verify thal all n€cessary parts for installation are ordered. All material ard methods of construc{ion musl comply with all applicable fire and life safety codes. Fabricator to provide structurally sound product. All materials and conslruction must be contract quality. Any metal parts must be guaranteed against rust conosion and scratching. L,-)tr $lifertDesigns 216 Main Street, Suite C-100 Edwards, CO 81632 Phone: 970.926,8200, Fax: 97 0.569,3271 rytr Pago: 5.02a I I I l I I I I t t I I I I I I I I I Slifer Designs Specifi cation Sheet:PLU-3 Project Information Name: Gore Creek Place Location: Kitchen Project No.: 8'138 Item Descdptlon: Water Dispenser First lssue Date: 05.05.04 RevisionDate: 1.3.2005 Suggested Vendor Information Vendor: Hughes Supply Address: 0950 Nottinoham Road Avon. CO 81620 contact: Michelle Kessloff Phone: 970.949.4300 Fax: 970,949.4&A Item lnformation itanufactu rer: Product: Descfiption: Dimensions: Finish: Comments: Insinkerator Hc-1100 Hot & Cold water dispenser Brushed Nickel Supplier to verifr that all necessary pads for installation are ordered. All material and methods of construction must comply with all applicable lire and life safety codes. Fabricator to provide strucluraliv sound oroduct. All materials and construction must be contract quality. Any melal parts musi be guaranteed against rusl mrrosion and scratching. frftffi L,-)l T SlifertDesigns 216 Main Street, Suite C-I00 Edwards, CO 81632 Phone: 970.926.8200, Fax: 97 0,569.3221 Page: 5.03 Slifer Designs Specification Sheet:PLU.4 ?rpier!llfoqqtlg! Name: Locatlon: Project No.: Item Descripton: First lssue Date: Revlsion Dale: GoIe Creek Place Kitchen 8138 DFposal q12nou Suggested Vendor Information Vendor: Hughes Supply Mdress: 0950 NottirEham Road Avon, CO 81620 Contace Michell€ l(essloff Phone: 970.949.4300 Far: 970.949.40,18 Item lnformation manufacturer: Insinkerator Prcduct Pto77 Descrlpuon: -_ Dlmensions: Flnish: Cornments:to verifo hat all for installation are ordered. All material and methods of construclion must comply with all applicable fire and life safety codes. Fabricalor to provide structurally sound All materials and construction musl be - Anv metal parts musl be quaranteed a( :-::=-- rust conosion and sciatchinq. L,t)tr SlifertDesigns 216 Main Street, Suite C-100 Edwards, CO 81632 Phone: 970.926.82(X), Fax: 97 0.569.3221 NO PHOTO I I I T I I I t I I I I I I I I I I IPage:5.04 I I I I I I I I I I t I I I I I t I I Slifer Designs Specification Sheet:PLU-5 Project Information Name: Location: Project No.: Item Description: Gore Creek Place Master Bath e l.la Faucet Ffrst lssue Da!a: 4l12nOU RevisionDate: 1.3.2005 Vendor: Huohes Sun^h, Address: 0950 Notingham Road Avon, CO 81620 Contact Michells Kessloff Phone: 970.949.4300 Fax: 970.949.4048 Item Information Manufadur€r Producl: Description: Dlmensions: Flnlsh: Porcher Model #5535.80'l Reprise Wdespread Faucet S" widespread mount Brushed Nickel Comments:Supplier to veti0 that all necessary parts for installation are ordered. All materialand methods of consbuction must comply with atl applicable fire and life safety codes. Fabricator to provide structurally sound product. All materials and construclion must be contract quality. Any metal parls must be guaranleed against rust corrosion and scratching. a.-)f5 SHfertllesigns 216 Main Street Suite C-100 Edwards, C0 E1632 Phone: 970.926.8200, Fax: 97 0.569.3221 Page: 5.05 Slifer Designs Specification Sheet:PLU.6 Project Information Name: Gore Crek Plac€ Location: Master Eath Project No.: 8138 ItemDescription: Lavatory First fssue Date: 4h2n$4 Revision Date: 1.3.2005 Suggested Vendor Information Vendor: Hughes Supply Address: 0950 Nottingham Road Avon. CO 81620 Contact: Michelle Kessloff Phone: 970.949.4300 Fax: 970.949.4048 Item lnformation llanufachrrsn Product: Description: Dimensions: Finish: Kohler K-2215 Ladena Undercounlec Mlreous China 21" x 1{ White Commenb:Supplier to veriry that all necessary parls for instiallation are ordered. All material and methods of construction must comply with all apdicable fire and life safety codes. Fabricator to provide structurally sound product. All materials and construction must be contracl quality. Any metal parts must be guaranteed against rust conosion and scratching. ..:r,i' €i b,-rt3 SilfiertDe$lgns. 216 Main Street, Suite C-100 Fdwards, CO 81632 Phone: 970.926.8200. Fax: 97 0.569.3221 I I I I I I t I I I I I I I I I I I IPags:c,uo I I I I I I I t I I I I I I I I I I I Slifer Designs Specification Sheet:PLU.7 Project Information Name: Gore Cre€k Place Location: Masler Balfi ProjectNo.: 8138 Item Description: Tub Filler Flrst lssue Dat6: q12nOO4 Revlsion Date: 1.3.2005 Suggested Vendor Information Vendor: Hughes Supply Address: 0950 Nottingham Road Avon, CO 81620 contact: Michelle lGsslotf Phone: 970.949.4300 Fax: 970.949.4048 Item lnformation lllanufa€turer: Product: Descrlption: Dimensions: Finish: Porcher Model#553$901 Reorise Deck-Mounl Tub Filler 7" Spread Mounl Brushed Nickel Comments:Supplier to veriry that all necessary parts for installation are ordered. All material and methods of construction must comply with all applicable fire and life safety codes. Fabricator to provide structurally sound product. All materials and construclion must be contract quality. Any metal parts rnust be guaranteed against rust conosion and scralching. ,i: :..,:i ';, :, .... (L -Xalr SlitertDesigns 216 Main Street, Suite C-100 Edwards, CO 81632 Phone: 9?0.926.8200. Fax: 97 0.569.3221 Pagc: 5.07 Slifer Designs Specifi cation Sheet:PLU-8 Project Infomation Name: Gore Creek Place Location: Master Bath Proiect l{o.: 8138 Item Desc.iption: Tub Fi'st lssue De!E: 4112:2004 RevisionOate: 1.3.2005 Suggested Vendor lnformation Vendor: Hughes Supply Addr€ss: 0950 No[ingham Road Avon, CO 81620 Contact Michelle Kessloff Phone: 970.949.4300 Fax: 970.949.4048 Item Informatlon Manufactff€r: Product: Oescription: Dimensions: Finish: Kohler K.t377 Drop-ln Installa6on; Acryllc 72" x42" x22^d White Comments:Supplier to verify that all necessary parts fur instalhtion are odered. All material and methods of constuc'tion must comply with all apdicable fire and lffe safety codes. Fabricator to provide struc{urally sound produd. All materials and consfuuclion must be contract quality. Any metal parts musl be guaranteed againsl rust conosion and scratching. L-J+p SlitertDesigrrs 216 Main Streel Suite C-100 Edwards, CO 81532 Phone: 970.926.8200, Fax: 97 0,569.3221 & Page: 5.08 I I I I I I I I I I I I I I I I I t I I I I I I I I I I I I T I I I I I I I Slifer Designs Specification Sheet:PLU-9 Prorect Information Name: Gore Creek Place Location: Masler Bath Prolect 1{o.: E138 Item Description: Shot er Valve Fl6t fssue Date: 4/1i/,/20n4 R€vlslonDate: 1.3.2005 Suggested Vendor lnformation V€ndor: Hughes Supply Add,ess: 0950 Nottinoham Road Avon, CO 81620 Contact Midrelle Kessloff Phone: 970.949.4300 Fax: 970.949.4048 Item Information Manufacturer: . Product: DE6cription: DimEnsions: Flnish: Porcher Model #5535.540 Reprise Thermostat with Volume Control Brush Nickel Comments:Supplier to verify that all necessary parts for installation are ordered. All material and methods of construction must comply with all applicable fire and life safety codes. Fabricator to provide structurally sound product. All materials and construction must be contract quality. Any metal parts must be guaranteed against rust corrosion and scratching. A,r)lrr SlifertDesigns 216 Main Street. Suite C-I00 Edwards, CO 81632 Phone: 970.926.8200, Fax: 97O.fig,3221 Pago: 5.09 Slifer Designs Specifi cation Sheet:PLU-10 Project Information Name: Gorg Cr€€k Place Location: Master Battl Prorect No.: 8138 ItemO€€cription: Show€rtread First fssuE Date: 4n2f2@4 Revlsion D.te: 1.3.20(Xi Sug gested Vendor Information vendor: Hugh€s Supplv Address: 0950 Nottinqham Road Avon, CO 81620 Contact Michelle Kessloff Phone: 970.949.4300 Fax: 970.949.4048 Item Information ilan ufac{srat: Product: Descrlption: Dimeneions: Flnlsh: Porcher Model#5535.541 Reffise Shower System- Shover Only Brushed Nickel Comments:Supplier lo verify that all necessary parts for installation are ordered. All material and methods of construclion must comply with all applicable fire and life safely codes. Fabricator to provide structurally sound product. All materials and construclion must be contract quality. Any melal parts must be guaranteed againsl rusi conosion and scratching. .t, \EC SlifertDesigns 216 Main Street, Suite C-100 Edwards, CO 81632 Phone: 970.926.8200, Fax: 97 0.569.3221 I I I t I t I t t I I I I I I ! I I IPage:5.1 Slifer tlesigns Specification Sheet:PLU-I3 Prolect Information Name: Gore Creek Place Location: PoMer Room Project No.: 8138 ItemD€criptlon: Pedestal Fi'st fsue Da!e: 411?,,2004 Revislon Dato: 1.3.2005 Suggested Vendor Information Vendor: Hughes Supply Address: 0950 Nottingham Road Avon, CO 81620 Contact: Michelle Kesslotf Phone: 970.949.4300 Fax: 970.949.4$8 Item lnformation itanufacfu]lr: Product: Descripdon: Dimensions: Finish: Kohler K-22214 Portait Pedestal Lavatory 27" x 19 3,8' White Comments:Supplier to veriry that all necessary parts br installation are ordered. All material and methods of conskuction must comply with all applicable fire and lib safety codes. Fabricator to provide structurally sound product. All malerials and construction must be contrac{ quality. Any metal parts must be guaranleed against rust conosion and scratching. b,Jtr SlitertDesigns 216 Main Street Suite C-100 Edwards, CO 81632 Phone: 970.926.8200, Fax: 91 0.569.3221 I I I I I I I I I I I I I t I I I I IPage:5.13 I I I I I I I I I I I I I I I T I t t Slifer Designs Specift cation Sheet:PLU-14 Prolect Information Name: Gore Creek Place Locelion: Secondary Bath & Powder Room Prclect No.: 8138 tbm Descdption: Faucel FftEtfssuoDate: U1A20U Revlslon Date: 1.3.2005 Suggested Vendor Information Vendor: Hughes Supply Add.sss: 0950 Nottingham Road Avon, CO 81620 Contact Michelle lcsslofr Phone: 970.949.4300 Fax: 970.949.4048 Item lnformation Manuiacturer: Product: Oescription: Dimsnsions: Flnlsh: Comments: Porcher Model#5414.801 Archive Widespread Faucet 8" widespread mount Brushed Nickel SupDlier to velifv that all necessarv Darts for installation are ordered. All material and methods of construction musl comply with all applicable fire and life safety codes. Fabricator to provlde structurally sound product. All mat€rials and construction must be contract quality. Any metal parts must be guaranteed against rust corrosion and scratching. (L ,_tt{' SilfertDesigns 216 Main Street, Suite C-100 Edwards, CO 8t632 Phone: 970.926.8200, Fax: 97 0.569.3221 Page: 5.14 Page: 5.15 I I I t I I I I I I I I I I I t I t I Designs Specification Sheet:PLU.I6 Project No.: 8138 Ffr8t fssu€ Date: 411212004 Vendor: Address: Contact: Phone: Fax: lnformation Manufactrrer: Kohler Product K-716 Dsscripfion: Kohler Cast lron Dlmsnsions: 5'-0" x 30 114' x 14' Finlsh: White comments: Suoplier to verifo that all necessarv oarts foa installation are ordered. All material and methods of conslruction must comdv with all applicable fire and life safety codes. Fabricator to orovide structurallv sound All maierials and conslruction must be contrac{ oualiw. metial Darts must be auaranteed aoainst rust corrosion and snf*'1ile$isns 216 Main Street, Suite C-100 Edwards, CO 81632 Phone: 970.926.8200, Fax: 970.569.3221 Slifer Designs Specification Sheet:PLU.17 Proiect Information Name: Gore Creek Place Locauon: Secondary Bath Project No.: 8138 Item tlescripuon: Tub & Shower Combo valvo Ff trt lssue Date: 4l1zif$04 Revlsionoate: 1.3.2005 Suggested Vendor Information Vendor: Hughes Supply Addr$s: 0950 Nofiingham Road Avon, CO 81620 Contact Michelle Kossbfi Phone: 970.949.4300 Fax: 970.949.4048 Item lnformation Manufactrec Produc{: Descrlptlon: Dlmensaons; Flnl3h: Porcher Model#4414.@2 Archive BawShorer Brushed Nickel Comm€nts:Supplier lo verify that all necessary parts for inslallation are ordered. All material and methods of consfudion must comdy with all applicable fire and life safety codes. Fabricator to provide struclurally sound produci. All materials and construction must be coniract quality. Any metal parts must be guaranteed againsl rusl conosion and scrabhing. &sffi t- \ KC SlilertDesigns 216 Main Street, Suite C-100 Edwards, CO 81632 Phone 970.926.8200, Fax: 97 0.569.3221 'w:'# I I I I I I I I I I t I t T I I I I IPago:5.17 I I I T I I I t I t I I I I I I I I I Slifer Designs Specifi cation Sheet:PLU-I8 Project lnformatlon Name: Gore Creek Place Location: Bar-UnitA&EUPGMDE ProjectNo,: 8138 ItemDescription: Faucet First fssue Date: 4nu2oo4 Revislon Oa!E: 132005 - Suggested Vendor Infotmation Vendon Hughes Supplv Address: 0950 Nottingham Road Avon, CO 81620 Contact Micfielle Kessloff Phone: 970.949.4300 Fax: 970.949.4048 Item lnformation Manulacturea: Product: tlesc ri pUon: Oimensions: Finish: Grohe Euroeco Chr"me Comments:Supplier to veri& that all necessary parts for installation are ordered. All material and methods of construction must comply with all applicable fire and life safety codes. Fabricator to provide structurally sound product. All materials and construction musl be conlracl quality. Any metal parts must be guaranleed against rust corosion and scratching. (L ._I1p $lifertDesigns 216 Main Street, Suite C-100 Edwads, CO 81632 Phone: 970.926.8200. Fax: 97 0.569.3221 Pags: 5.18 Designs Specification Sheet:PLU-19 Location: Bar. UniI A UPGRADE First tssue Dab: 4n2nOU Revislon Date: 1.3.2005 Vendon Address: Contact: Phone: Fax: Item lnformation Manufacturer: Kohler Product. K-3086: Oescrifion: Undercou4lerApedlgntSlngleBasin Dimensions: Finish: Stainless Steel to verifo that allcommsnts: SuDolier to verifo thal all necessarv Darts for installation are ordered. All material and melhods of construdion musl compV with all applicable fire and life safety codes. Fabricator to Drovide stnrcturallv sound All materials and construction must be contracl quality. metal Darts must be quaranteed aoainsl rust corosion and stif-,liesisn$ 216 Main Street, Suite C-100 Edwards, CO 81632 Phone: 970.926.8200, Fax: 970.5693221 I I I I I I I T I T I I I t I I I I I I I I I I I I t I t I I I I I t I I I lifer Designs Specification Sheet:PLU.2O Proiect No.i 8138 Item Description: Showerhead & Valve First l$sue Date: 4,/12nOO4 Vendor: Address: Contact: Phone: Fax: Manufacturer: Porcher Product Model#5414.601 ooscription: {rcll1ve Showel' Oimensions: Finish: Brushed Nickel Comments: Suoplier to verifo that all necessarv Darts for installation are ordered. All material and methods of construction must complv with all applicable lire and life safety codes. Fabricator to Drovide structurallv sound All materials and construction musl be contract qualiv. metal parts must b€ quarant€ed aqainst rust corrosion and ,1t e$ryn$ 216 Main Street, Suite C-100 Edwards, CO 81632 Phone: 970,926.82fi), Far: 970.fi9.322l Page: 5.21 I I I I I I I I I I I I I I I I t I I Slifer Designs Specification Sheet:PLU.22 Proiect lnforqation l'lame: Gore Creek Place Location: Master Bath ProjectNo.: 8138 Itrm O€scdption: Whirlpool Tub Upgrade Flrst lssue Date: 07.29.04 RevlslonDate: 1.3.2005 Suggested Vendor lnformation V6ndor: Hughtls Supply Addrcss: 0950 Notlinqham Road Avon, CO 81520 Contacft Michelle Kessloff Phone: 970.949.4300 Fax: 970.919.4048 Item lnformation llanufacturon Product: D6criptlon: Dimensions: Flnbh: Comments: Kohler I K.1375-H2 Revival Drop-ln Installatlon; Acrylic; 8 Jets; In-line Heater; 18 sefrings 72" x42" x22"d Whlto Suoplier to verifo lhat all necessaw Darts for installation are ordered. All material and methods of construciion must comply with all applicable fire and life safety codes. Fabricato. to Drovide slructurallv sound oroducl. All materials and construction must be contract quality. Any metal parts must be guaranteed againsl rust conosion and scratching. L,l)f{' $[tertDesigns' 216 Main Street, Sulte C-100 Edwards, CO 81632 Phone: 970.926.8200, Fax: 970.569.3221 Pags: 522 Slifer Designs Specification Sheet:PLU.23 Location: Bar - UnltB UPGRADE Fi6t lssue Oate: 07.n.U Vendor; AddrEss: Contact: Phone: Fax: ftem lnformation lltanufacturer: Kohler Product K-3336: Undertone oescdption: Undeqcouqlqr $!49!e Qqq!4 Dimensions: 13 34' x 15 318" x7 112" Flnlsh: Stainless Steel CornmenG: Supplier to verifo that all necessary parts for instaltation are ordered. All material and methods of consiruction must comply with all applicable fire and life safety codes. Fabricator to Drovide structurallv sound All materials and construction must be contracl quality. metal Daris must be quaranteed aqainst rust conosion and ,1i eslgns' 216 Main Street, Suite C-100 Edwards, CO 81632 Phone: 970.926,8200' Fax: 91 0.569.3221 I t I I I I I I I I I I I I I I I I I I I I I I t I I t I I I t t I I I I I Slifer Designs Specifi cation Sheet:PLU.24 Project Information Name: Gore Creek Place Location: Upper Lovel Eath #3- A-Unit ProjectNo.: 8138 It€m Descridion: Tub Flrst lssus Date: 07.29.04 R€ rlslon Date: 1.3.2005 Suggested Vendor Information V€ndor: Hughes Supply -i-- Address: 0950 Nottingham Road Avon, CO 81620 Contact Michelle Kessbfr Phone: 970.949.4300 Far: 970.949.4048 Itgm lnformation lilanufacturer: Product: Description: Dlmenslons: Fln|3h: Kohler K€63 Undercounter Sinqle Basin 71 314" x 36" x 20 7r8" White Comments:SuDplier to verifo that all necessarv Darts for installation are ordered. All material and methods of construction musl comply with all applicable fire and life safety codes. Fabricator to provide structurallv sound oroduc{. All materials and construction must be contracl quality. Any metal parts must be guaranteed against rust corrosion and scratching. L.-)alr SffifertDe$igns 216 Main Street, Suite C-100 Edwards, CO 81632 Phone: 970.926.8200, Fax: 970.569.3221 Page: 5.24 I I I I I I t I I T I I I I I I I T I Slifer Designs Specification Sheet:STN-1a Proiect Informatlon l{ame: Gore Creek Place Location: Mast€r Bath Prcfect o,: 8138 Item Descdptlon: Show€r Floor- Option 2 FitEt fssus Date: 412nwl RevlslonDato; 1.3.2005 SuggesledJerylqr bfomqtlon Vendor: Sanb Fe Colleclion Address; 12655 E.42nd Arre. Suite 50 O€nr/er, CO 80239 Contacg Amy Coleman . Phone: 303€74-2990 x 128 Fax: 303-574-1391 Item lnformatlon PrDduct I)€scripdon: Edge D€tail: Dlm6rElons: Finish: Grout: Gommenls: Rojo Alicanite Marbh 4x4 Polished Cuslom Buildinq Products # All stone is a natural product and therefore subi€ct to variation in color, shading, and veining. All natural stones require sealant. Refer to architectural drawings for design and pattem layout. All rnaterial and meihods of consfudion must cdnply with all applicable fire and life safety codes. All materials and construction must be contract quality. Fabricator to provide structurally sound product. Any rnetal parts musi be guaranteed against rust conosion and scratching. A.r)tr Sfif;ertDesign$ 216 Main Street, Suite C-100 Edwards, CO 81632 Phone: 970.926.82fi), Fax: 97 0.569.3221 Page: 6.01a Slifer Designs Specifi cation Sheet:sTN-1b ProJect lnformatlo4 Name: Gore Creek Plac€ Location: Master Bath ProlectNo.: 8130 Itorn Descrlptionr Shorer Floor- Option 3 Ffrst fssue Date: il12nffi3 Revlsion D{e: 1.3.2005 Sussested Vendor lnformation Vendor: Address: Contact: Phone: Far: Matsrials Marketing Corp. 600 S. Broadray S'tre€t O€n€( CO 80209 Meg Johnson 303-7776007 303-722-24W Item lnformatlon Prcduct: Dficdplion: Edge Ddil: Dinensions: Flnlsh: Grout; Comments: Chateau TM, Golden Sand TumHed Ma6le 4x4 TumHed All stone is a natural product and theGfur€ subi€d b va.iaiion in color, shading. atd veining. All natural stones requirc sealanl. Reftr to ardrlGdurd drawings for deeign and patGm layoul. All material and methods of constrrction must corrply with all applicable fire and life saGty codes. All materials and constudion musl be contrac{ quality. Fabdcator to provlde struciurally sound produc-t. Any metal parts musl be guaranteed againsl rust @nosion and scratching. A.r)Il' Sfitertile$igns 216 Main Street, Suite C-100 Edwards. CO 81632 Phone: 970.926.8200, Fax: 970.5693221 hge: 60lb I I I t I I I I t t I t t I I t I I I I t I I I I I I I I I I I I I I T t T Slifer Designs Specifi cation S heet:STN-1c Prolect lnformation Name: Gore Creek Place Localion: Master Bath Projoci No.: 8138 Itsm D€Ecripuon: Shower Floor- Option 4 First lssue Date: 4/12nO03 Revblon Date: 1.3.2005 -SuggestedVendorlnf oimafion Vsndo!: Address: Conlecc Phone: Fax: Materials Marketing 600 S. Broadway na^va. an qn?no Meg Johnson 303-777-6007 303-722-2406 Item lnformation Produc't: Dgscription: Edge Dotall: Dimensions: Flnlsh: Grout: Comments: Carmel Serpentino Classic Limestone Honed Custom Building Products # Atl "b* @ All natural stones require sealant. Refer to arcfiite All material and methods of construction must cor All materials and construclion must be conlract q[ Any metal parts must be guaranteed against rust I t to variation in color, shading, and veining. clural drawings for design and pattern layoul nply with all applicable fire and life safety codes. rality. Fabricator to provide slructurally sound product- :orrosion and scratching. L.-X.r\' SfitertDesigns 216 Main Street, Suite C-100 Edwards, CO 81632 Phone: 970.926.8200. f,'ax: 97 0,569.3221 Page:6.01c Slifer Designs Specification Sheet:STN.2 Vsndor: Address: Cor act: Phone: FaI: Produ€t: Rock Face Marble o€scrlpflon: T!!Vert!!g !4tte Edge Dstall: Dimsnsior|s: Cut 4 rows Flnbh: Split Face crout Custom Buildinq Producls # 122 Linen Commenb: All stone is a natural produci and therelore subiec't to vanauon in color. shadino, and All natural stones reouire sealant. Rebr to ardrlGc{ural drawinos for desion and All mate.ial and methods of construclion must comdy with all aoDlicable fire and lib safew codes. All materials and caflstruction must be confac! oualfv. Fabticator to sound metel parts must be quarante€d against rust conosion and from 8x16 mesh on site ,',*,liesisns 216 Main Strcet, Suite C-100 Bdwards, CO 81632 Phone: 970.96.82fi), Fax: 970.569.3t21 I T T I T t t t I I I I I I I I I I I 3 I I I I I t t I I I ! t T I I I t t Slifer Designs Specification Sheet:STN-2a Project lnformation Name: Gore Creek Place Location: Masler Bath ProJectNo.: 8138 Item Description: Wall Accenh Option 2 First fssue Dats: 411?,2003 Revislon Dat6: 1.3.2005 Suggested Vendor Information Vendo,: Eurobath Address: Oenver, CO Contace Rachelle Phone: 30!2984453 Fax: Item Information Producc Description: Edge Delail: Dlmensions: Flnish: Grout: Comments: Marble Mosaic 2.75" x12" Custom Building Products # AII natuEl stones require sealant. Refer to arciite All material and methods of construction must cor All materials and construction must be contract qr Any metal parts must be guaranteed against rust tto variation in color, shading, and veining. I ctural drawings fur design ard pattem layout. I raliiy. Fabricator to provide struclurally sound product. I :orrosion and scralching. I A,=-r) -l' Slifertllesigns 216 Main Street, Suite C-100 Edwards, CO 81632 Phone: 970.926.8200, Fax: 970.569,3221 T t ffi Page: 6.02a Slifer Designs Specifi cation Sheet:STN.2b Prciect Informatlon Name: Gore Creek Place Location: Master Bath Proiect No.: 8138 ItBm Desodption: WallAccent- Option 4 Fhst fssue Date: 4/12f2ffi3 Revision Data! 1.3.2005 Suggested Vendor Info rmation Vendoc Address: Contaot: Phone: Fax: Materbls Markoting 600 S. Broad$ray D6nver. CO 80209 Meg Johnson 303-726007 303-722-2406 Item Informatlon Product Dccdptlon: EdgeO&ll: Dknensions: Finish: Grout: Comments: Modem Relics Undulaling Field- #9, # 'll17 43t4"H Tumbled Cusbm Building Products # All mtural 6tones require sealsnt Refer to archiEduraldrawings br d€sign and pattem layout. All rnaErial and methods of consbuction must comply with all applicabl€ fre and lib safety codes. All rnaterials end construction must be corilrac,l quality. Fabricator to provide struc{urally sound product. Any metal parls mlJst be guaranteed against rust corro6ion and scratching. A,r)*p SlifertDesigns 216 Main Street, Suite C-100 Edwards, CO 81632 Phone: 970.926.&100, Fax: 970.369.3221 Page: 6.02b I I I I I I I I I I t J I I I I I I I I t T I I I l I I I I I I I I i t I I Slifer Designs Specification Sheet:STN.3 Trotqalln6rmatlo! Namo: C'ole Creek Place Locatlon: Masler Bath Prolect No.: 8138 It m De8crlptlon: CountErtop- Option I Farst lssue Dat : q12nn3 Rev|slon Oels: 1.3.2005 Vendon Santa F€ Cdlec{.ion Addr€s3: 12655 E. 42nd Ave. Suib 50 Denver, CO 80239 Contact Amy Coleman Phone: 30$574-2990 x l28 Fax: 303-574-1391 Item lnformatlon Product: D€crlptlon: Edge D6tall: Dlmenslon6: Fini3h! Grout: Comment8: Giauo Antico Marble Slab Bullnose U4' slab with 1 1r2" edq€ Drofile Polished All stone is a natural product and therefore subiect to variation in mlor, shading, and veining. All natural stones rcquire sealant. Rebr to architectural drawings for dsign and paftem layout All material and methods of conslruction must comply with all applicable fire and life sabty codes. All materials and construction must be contract qualify. Fabricator to provide structurally sound produc'|. Anv metal oarts must be quaranteed aoainst rusl conosion and scratchinq. L.r)tr Slifertllesigns' 216 Main Street, Suite C-100 Edwards CO 8f632 Phone: 9?0.926.E2fl), Fax: 970.569.322L Page: 603 Slifer Designs Specification Sheet:STN-3a ProJect Information Name: Goro Creek Place Location: Master Bath ProiectNo.: 8138 Item Descrlption: Counteftop- Option 2 First Bsue Date: q12nw3 RevisionOate: 1.3.2005 Suggested Vendor Infomation Vendor: Sant€ Fe Coll€ction Addrsss: 12655 E. 42nd Aw. Stdb 50 Denver, CO 80239 Contact Amy Coloman Phons: 30157+2990 x 128 Fax: 303-574-1391 Item lnformatlon Producg Descrlption: Edge Detall: Dlmenslons: FInish: Grout: Comments: Rojo Alicanite Marble Slab Bullnose 3i/4' slab rvith 1 1/2 ' edge profile Polished All stone is a natural product and herebre subieci lo yariation in color, shading. and v€inlng. All natural stones require sealant. Refer to architedural drarvings for design and pattem layout. All material and methods of construction must comply with all applicable fire and lab safety cod€s. All materials and cons$uction must be contract quality. Fabricator to provide structurally sound product. Any melal parts must be guaranteed against rust conosion and scratching. kd $lif;ertDesigns 216 Main Street Suite C-lfi) Edwards, CO 81632 Phone: 970.926.8200, Fax: 970.569.3221 T f, I I ,! 1 I I t 1 I I I I I 3 I T IPage:6.03a I t I t I T I I T t I I t T t t I I I Slifer Designs Specifi cation Sheet:STN.3b PloJect lqrognqllg4Name: Gore Creek Place Location: Master Bath Proiect No.: 8138 Itom Description: Countertop- Option 3 First fssue Date: 411212003 RsvislonDate; 1.3.2005 Suggested Vendor Information V€ndor: Decorative Materials International Address: 595 S. Broadwav Suite |21E Denver, CO 80209 Contact: Tina Martin Phono: 303-722-1333 Fax: 303-722-05'19 Item lnformation Produot: Oesctiption: Edge Detail: Dimonsions: Finish: Grout: Comments: Peach Onvx Marble Marble Slab Bullnose 3/4" slab with 1 1/2" edge profile Polished All stone is a natural product and therefore subject to variation in color, shading, and veining. All natural stones require sealant Refer to architectural drawings for design and pattern layout. All malerial and methods oi construction must comply with all applicable fire and life safety codes. All materials and construction must be contract quality. Fabricator to provide structurally sound product. Any metal parts must be guaranteed against rust corrosion and scralching. (, ,-Jarr $lifertflesiguas 216 Main Street, Suite C-100 Edwards, CO 81632 Phone: 970.926.8200, Fax: 970.569.3221 Page: 6.03b Slifer.Designs Specification Sheet:STN-3c Project Information Name: Gore Creek Place Location: Masler Bath Proi€ct No.: 8138 Item Description: Countertop- Option 4 First lssue Date: 411212003 Revislon Oats: I .3.2005 Suggested Vendor lnformation Vsndor: Address: Contact: Phon€: Fax: Materials Maaketing 600 S. Eroadway Denver, CO 80209 Meg Johnson 303-777-6007 303-722-2406 Item lnformation P roduct: Description: Edge Dotail: Dimensions; Finish: Grout: Comm6n!s: Carmel Seroentino Classic Slab Bullnose 3/4" slab with 1 1/2" edge profile Polished All stone is a natural product and therefore subiect to variation in color, shading, and veining. All natural stones require sealant Reter to architectural drawings for design and pattern layout. All material and methods of construction must comply with all applicable fire and life safety codes. All materials and construction must be contract quality. Fabricator lo provide structurally sound product. Any metal parts must be guaranteed against rust corrosion and scratching. 'lr i\V-./ r"<tf SllfertDesigns 216 Main Street, Suite C-100 Edwards, CO 8f 632 Phone: 970.926.8200' Fax: 97 0.569.3221 : Page: 6.03c T I I t I T I I I I I I I t I 1 I I I t I I I I T l t I I I I I T t t I I I Slifer Designs Specification Sheet:STN4 Project Information Itlame: Gore Creek Place Location: Master Bath Proiect No.: 8138 Item Description: Floor- Option 1 First fssue Date: 411212W3 Revision Date: 1.3.2005 Suggested Vendor Information vendor: Santa Fe Colleclion Address: 12655 E.42nd Ave. Suite 50 Denver, CO 80239 Contace Amy Coleman Phone: 303-574-2990 x 128 Fax: 303-57+1391 Item Information Product: Description: Edge Detail: Dimensions: Finish: Grout: Comments: Giauo Antico Marble Tile 18x18 (cut to 9"x18" on site @ wall base) Polished All stone is a natural producl and therefore subiect to variation in color, shading, and veining. All nalural stones require sealant. Refer to architedural drawings fior design and pattern layout. All material and methods of construction must comply with atl applicable fire and life safety codes. All malerials and construction must be conlract qualily. Fabricator to provide structurally sound producl. Any metal parts must be guaranteed against rust corrosion and scratching. (L ,-!tl' $[ifertSesigms 216 Main Street Suite C-100 Edwards, CO 81632 Phone: 970.926.8200. Fax: 97 0.569.3221 Page: 6.04 Slifer Designs Specification Sheet:STN-4a Project Information Name: Gore Creek Place Locatlon: Master Balh ProJsctNo.: 8138 Item Descrlption: Floor- Option 2 First fssue Date: 411212003 RevislonData: 1.3.2005 Suggested Vendor !4lomqtioq Vendor: Address: Contact: Phone: Fax: Materials Maft eting Corp. 600 S. Broadway Street Denver. CO 80209 Meo Johnson 3037776007 303-722-2406 Item lnformation Product: Descrlptlon: Travertine Eda€ Detail: Dimenslons: 12x12 Finlsh: Rustic Grout Co.nrnents: Allstone is "nO pattim fiyout All material and methods of construclion musl comply with all applicable fire and life safety codes. All materials and construction must be contrad quality. Fabricator to provide struc{urally sound pr Anv metal oarls must be quaranbed aqainst rust conosion and scratcttitu. Rustic .t. \5d SlifentDesigns 216 Main Street, Suite C-100 Edwards, CO 81632 Phone: 970.926.8200, Fax: 97 0.569.3221 I t I t T T I I l I I I T I I I I t IPags:6.04a I t I I I t I I I I t I I I t I t t l Slifer Designs Specification Sheet:sTN-4b Proiect lnformation Name: Gore Creek Place Location: Master Bath Project No.: 8138 Item Oescription: Floor- Option 3 First lssue Date: 411212003 Revision Date: 1 .3.2005 Suggested Vendor Information Vendor: Address: Contact: Phone: Fax: Maierials Marketing Corp. 600 S. Broadwav Streel Dsnver. CO 80209 303-777-6007 303-722-2406 Item lnformation Product: Oescrlp6on: Edge Detail: Oimensions: Finish: Grout: Comments: Chateau TM, Golden Sand Tumbled Marble 12x12 Tumbled All stone is a natural ptoduct and therefore subject to variation in color, shading, and veining- All natural stones require sealant. Referto architeclural drawings for design and pattem layout. All material and methods of construction must cornply with all applicable fire and life safety codes. All materials and construction must be conlract quality. Fabricator to provide structurally sound product. Any metal parts must be guaranleed against rust conosion and scratching. ',lr )\5g- SllfentSesigns 216 Main Street, Suite C-100 Edwardg CO 81632 Phone: 9?0.926.8200, Fax: 97 0.569.3221 '.t,m Page: 6.04b Slifer Designs Specification Sheet:STN4c Project Information Name: Gore Creek Place Location: Master Bath Project No.: 8138 Item Oescription: Floor & Wall Tile- Option 4 First fssue Date: 4/1?,2003 RevisionDate: 1.3.2005 Suggested Vendor Information Vendor: Address: Contact: Phone: Fax: Materials Marketing Corp. 600 S. Broadway Street Denver, CO 80209 Meq Johnson 303-777-6007 303:722-2406 Item Information Product: Oescription: Edge Oetail: Dimensions: Finish: Grout: comments: Carmel Seroentino Classic Travertine 1n-14 Polished All stone is a natural product and therefore subject to variation in color, shading, and veining. All natural stones require sealant. Refer to architectural drawings for design and pattern layout. All material and rnethods of construction must comply with all applicable fire and life safety codes. All materials and construction must be contracl quality. Fabricalor to provide structurally sound product. Any metal parls must be guaranteed against rust corrosion and scratching. " :.t,,,.t, .,t;,;t ',;' ,:,1 ..;t-t. , '- | , .. ei.l- " . 1" '.' . :r' , ,l+, i'+*', r:r1-l I _ ii:.. .. _,; -:,i: : -v,)J'' Slflfentt]esigns 216 Main Street, Suite C-I00 Edwards. CO 81632 Phone: 970.926.8200, Fax: 97 0.569.3221 Page: 6.0/k I t I t I I I I l I I I I I t I I t I I I I I T I I I I I t I I T I I I I l Slifer Designs Specification Sheet:STN.5 Proiect Information Name: Gore Creek Place Location: Master Balh Proiect t{o.: 8138 Item Description: Wall Cap- Option 1 First lssue Date: 4t1212003 RevlsionDate: 1.3.2005 Vendoc Address: Gontact: Phon€: Fax: Materials Marketinq Coro. 600 S. Broadway Street Denver. CO 80209 303-777€007 303-722-2406 Item Information Product: Desc.iption: Edge Detail: Dimensions: Finish: Grout: Comments: Seville Classic Molding #734 12 x2" Honed Custom Buildino Products # 122 Linen All natural stones require s€alant. Refer to architectural drawings for design and pattern layout. All material and methods of construction must comply with all applicable fire and life safety codes. All malerials and construction must be contract quality. Fabricator to provide structurally sound product. Any metal parts must be guaranteed against rust corrosion and scratching. L.-)itr Slitent[}esigres 216 Main Street. Suite C-100 f,dwards, CO 8t632 Phone: 970.926.8200, Fax: 97 0.569.3221 Page: 6.05 Page: 6.05a I I I T I I I I T I I I I ! t I I I l Slifer Designs Specification Sheet:srN-5b iect Information Name: Gore Creek Place Location: Master Bath Proiect No.: 8138 Item Description: Wall Cap- Option 3 Fi.st fssue Date: 411U2O03 RevlslonDate: 1.3.2005 Suggested Vendor Information Vendor: Address: Contact: Phone: Fax: Matetials Mafteting Corp. 600 S. Broadway Skeet Denver, CO 80209 Meg Johnson 303-7776007 303-722-UO6 Item lnformation Product: Description: Edge Detail: Dimenslons: Finish: Grout: Comments: Chateau Bar Liner 1" in Gold Sand Tumbl"d All stone is a natural product and therefore sub,ect to variation in color, shading, and veining. All natural stones require sealanl Refer to architeclural drawings for design and pattern layout. All material and methods of construction must comply with all applicable fire and life safely codes. All materials and construction must be contracl quality. Fabricator to provide structurally sound product. Any metal parts must be guaranteed against rust conosion and scratching. knr StlfertDesigms 216 Main Street Suite C-100 Edwards, CO 81632 Phone: 970.926.8200, Fax: 9?0.569.3221 Page: 6.05b Slifer Designs Specifi cation Sheet:STN-5c Project lnformatlon Name: Gore Creek Place Location: Master Bath El, l^^. ll^ . llaer I vteer r!v,, Item Description: Wall Cap- Option 4 Flrst fssue Date: q12n0g3 Revision Dete: 1.3.2005 Suggested Vendor Information Vendor: Address: Contact: Phone: Fax: Matedals Ma.keting Corp. 600 S. Broadway Steet Denver, CO 80209 Meg Johnson 30$.777-6007 303-722-2406 Item lnfomation P.oduct: Modem Relics DescrlpUon: Large Half Round -# 1/17 Edoe Detail: Dimenslons: 1'x6" Flnlsh: Tumbled Grout Comments: All stone is a n"tural prodr"t and All material aM methods of constnrtion must comply wilh all applicable fire ard life safety codes. All materials and conshuc{ion musl be contrad qualiiy. Fabricator to provide structurally sound pl Anv metal parts must be quaranteed against rusl @nosion and scratching. L.-Tarr SlifentDe$igrns 216 Main Street, Suite C-100 Edwards, CO 81632 Phone: 970.926.82fi), Fax: 97 0.569.3221 I I I I I 1 I I I I t I I I I I I I IPage:6.05c I I I t I t t I I I I I I I t t I I I Slifer Designs Specification Sheet:STN.6 Pro-iect !nformation Nam€: Gore Creek Place Location: Master Bath P.oiect No.: 8138 Item DeBcripton: Wall Tile- Option 2 Finst fssue Date: 412f20o3 Revislon Date: 1.3.2005 Suggested Vendor lnformation V€ndor: Add16ss: Contact: Phone: Fax: Matejials Marketing Corp. 600 S. Broadway Skeet Denver. CO 80209 Meo Johnson 303-777€007 303-722-246 Item lnformation Product:Rustic Ioescription: Traverline I I IEdge oetall: ] IDimensions: 6xO l IFinlsh: Rustic ] Grout: I Comm€nts: All natural stones require sealant. Refer to arcfiiteclural drawings for design and pattem layout. I All material and methods of construc;tion must comply with all applicable lire and life safety codes. l All materials and construction must be contract quality. Fabricator to provide structurally sound product. I Anv metal oarts must be quaranteed aoainst rust corrosion and scralchinq. I i; r..:. ': , rt.f ,r,... ':'ie'"*i....Y..:^'- ,':{.'i ,, .t, ' t , ,', ": .",, L,-)irr SlitentHlesigns 216 Main Street, Suite C-100 Edwards. CO 81632 Phone: 970.926.82fi), Fax: 97 0.569.3?21 Pag€: 6.06 Slifer Designs Specification Sheet:STN-6a Proiect lnfornation Name: Gore Creek Place Location: lvlaster Balh gr^la^+ N^. Alqq Item Descrlpffon: Wall Tile- Opuon 3 Fi]st fssue Date: 411212003 Revision Date: 1.3.2m5 Suggested Vendor lnformation vendor: Addrsss: Contact: Phone: Fax: Materials Marketing Corp. 600 S. Broadway Street Oenver. CO 80209 Meg Jacobsen 303-777-€0O7 303-722-2406 Item Information Product: Desc.iption: Edg€ D€tall: Dimensions: Finlsh: Grout: Commenls: Chaleau TM, Golden Sand Tumbled Marble 4x4 Tumbled All stone is a natural product and therebre subiecl to vadation in color, shading, and veining. All natural stones reguire sealant. Refer to architeciural drawings for design and pattem layout. All material and methods of conskuclion must comply with all applicable fire and life safety codes. All materials and construclion must be contract quality. Fabricalor to provide slructurally sound producl. Any metal parts must be guaranteed against rust corrosion and scratching. .l , \U-' '-Ui|3 $lifert[}esigms 216 Main Street, Suite C-l00 Edwards, CO 81632 Phone: 970.926.8200, Fax: 97 0.569.3221 I t I T I I I J I I I I I I T I I t IPage:6.06a I T I I I t t I I I I I I I I I I I I Slifer Designs Specification Sheet:STN-7 Prolect Information Name: Gore Creek Place Location: Entry, Powder Room, & Utility Room ProjectNo.: 8138 ItemDescripuon: Flooring Ff .st fssu€ Date: 05.27.o4 RevisionDate: 1.3.2005 Suggested Vendor Informatlon vendor: qlbgos Corporation Addr6s: 0100 Yacht Club Dr. l^l^l^^$ nl.l q{ A4A Contact Frank Phone: 970-5244322 Fax: 970-926-3727 Item lnformation Product: Descripton: Edge Detail: Dimenslons: Finish: Grout: CommenGi Colorado Buff Sandstone Flaqstone Random Honed All stone is a natural product and therefore sutiect to variation in color, shading, and veining. All natuml stones require sealant. Refer to architectural drawings for design and pattem layout. All rnaterial and methods of construction must comply with all applicable fire and life safety codes All materials and construction must be contraot quality. Fabricator to provide struclurally sound produci. Anv metal Darts must be ouaranteed aoainst rust corrosion and scratchinq. ,lr i\5E $lifertDesigns 216 Main Street, Suite C-100 Edwards, CO 81632 Phone: 970.926.8200, Fax: 970.569,3221 Page: 6.07 Slifer Designs Speciftcation Sheet:STN-8 Project Information Name: Location: Project No.: Item Description: First lssue Date: Revision Date: Gote Creek Place Kilchen ataa Kitchen Slab- Option 3 4t12t2003 1.3.2005 Sug gested Vendor Information Vendor: Capco Address: Avon, CO Contact: Mike Phone: 970-949-5118 Fax: 970-9492810 Item lnformation Product: Descripffon: Edge Detall: Dimensions: Finish: Grout: Comm6nts: Viara Granite Slab Ogee V4" slab with 1 1/2" edge profile Polished All stone is a natural product and therefure subjed to variation in color, shading, and veining. All nalural stones requke sealant. Refer to arcfiitectural drawings fur design and paftem layout. All material and methods of construdion must comdy with all applicable fire and life safety codes- All materials and construclion must be contract quality. Fabricator to provide structurally sound product. Any metal parts must be guaranteed againsl rust cofiosion and scratching. L,l)trr SlifertDesigns 216 Main Street, Suite C-100 Edwards, CO E1632 Phone: 970.926.82fi), Fax: 97 0-569.3221 I I I I I T t I I I I t I I T I I I IPage:6.08 I l I I I I I I I t I I I I I I I t I Slifer Designs Specification Sheet:STN-8a Project Information Name: Location: Project No.: Item ooscripuon: Flrst lssue Date: Revislon DatE: Gore Creek Place Kitdlen 8138 Kilchen Slab- Option 2 412n003 1 .3.2005 Suggested Vendor Information Vendor: Sante Fe Collection Address: 12655 E. 42nd Ave. Suite 50 Denver, CO 80239 Contact Arny Colemao Phone: 30&574-2$10 x 128 Fax: 30$.574-1391 Item Information Product: Desorlptlon: Edg€ Oetail: Dimensions: Fanish: Grout: Commen6: Bianco Romano Granite Slab 3/4" slab wilh 1 12" edoe orolile Polished All stone is a natural produci and therefore subject to variation in colot, shading, and veining. All natural stones require s€alant. Refer to architectural drawings for design and pattem layout. All material and methods of construction must comply with all applicable f re and life safety crdes. All materials and construction must be contract quality. Fabricator to provide structurally sound product. Any metal parls must be guaranteed against rust corrosion and scratching. ':.,;t ,. {s,: . .:. " :t*: ;: i*' ..',) ,-,. tit ,',: =r 4, -' ., t.:,;.1i - t!' {, ,J)lrr Slifertllesigns 216 Main Street, Suite C-100 Edwards, CO 81632 Phone: 970.926.E200, Fax: 970.5693221 r. i -:.. g,, . ,'- .'.' p '* a Page 6.08a Page: 6.08b I I I I I I I I I I I I I I I t I I I Slifer Desig ns Specification Sheet:STN.9 Project lnformation Name: Gore Cre€k Place Location: Kitchen & Bar Err^i4f N^ . A1?9 Item Description: Backsplash Tile. Option 3 First lssue Oate: 411?,2003 RevisionDate: 1.3.2005 Suggested Vendor Information Vendor: Address: Contact: Phone: Fax: Ann Sacks Denver, CO Michele Currv 303-282-9300 303-282-9311 Item Information Product: Description: Edge Detail: Dimensions: Finish: Grout: Comments: AS 7076 Aoora Mocha- Unfilled Travertine bx6 Tumbled All stone is a nalural product an(l therefore subiect to variation in color, shading, and veining. All natural stones require sealant. Refer to architectural drawings for design and pattern layout. All material and melhods of cons;truction must comply with all applic€ble fire and life safeiy codes. All materials and conslruction m Jst be contract quality. Fabricalor to provide slructurally sound product. Any metal parts must be guaranleed against rust conosion and scratching. v,Jil |' SlifentHlesigras 216 Main Street Suite C-100 Edwards, CO 81632 Phone: 970.926.8200. Fax: 970.569.3221 Page: 6.09 Slifer Designs Specification Sheet:STN-9a Project Information Name: Gore Creek Place Location: Kitchen & Bar Project tlo.: 8138 Item Oescription: Backsplash Tile- Oplion 2 First fssue Date: 412n@3 Revision Dat€: 1.3.2005 Suggested Vendor Infornation Vendor: Addtess: Capco Avon, CO Contact Mike Phone: 970-94$5118 Far: 970-949-2810 Item Information Product: Description: Edge Detail: Dimensions: Finlsh: Gro ut: Comments: Bianco Romano Granile Tile 6x12, cut ftom 12x12 tiles on site Polished All stone is a natural product and therefore subiect to variation in color, shading, and veining. All natural stones rEuire sealant. Refer to archit€clural drawings for design and paftem layout. All material ard methods of construction must comply with all applicable fire and life saf€ly cod€s. All materials and construction musl be contract quality. Fabricator to provide structurally sound product. Any metal parts must b€ guaranteed against rust corrosion and scratching. i' .1 , \EC SlitertDesigrls 216 Main Street, Suite C-!00 Edwards, CO 81632 Phone: 970.926.82(X), Fax: 97 0.569.3221 .,.. 6.09a I I I I I I I I I I I T t I I t I I IPage: I I I I I I I I I t I I I I I I I I I Slifer Designs Specification Sheet:STN.9b Project Information Name: Gore Creek Place Location: Kitchen & Bar Project No.: 8138 Item Description: Backsplash Tile- Option 'l Fifst fssue Oate: 4|12DOO3 Revlslon Date: 1.3.2005 Suggested Vendor Information Vsndor: Decorative Materials International Addtoss: 595 S. Broadway, Suite 108W Denver, @ 80209 Contact: Tina Phone: 303-722-1333 Fax: 303-722-0519 Item Information Product Millenium Stone Description: Galil Edge tletail: Dimenslons: 6x6 Finlsh: Tumbled Groue Comm€nts: All natural slones require sealani. Refer to architectural drawings for design and patte.n layout. All material and methods of construclion must comply with all applicable fire and life safety codes. All malerials and construction must be contract quality. Fabricator to provide structurally sound p( Any metal parts musl be quaranteed against rust corrosion and scratching. L.-I{r SlifertDesigns 216 Main Street, Suite C-100 Edwards, CO 81632 Phone: 970.926.8200, Fax: 97 0.569.3221 ' .' , 'i' ,! .1_.1.:.':,,:l ' ._ l rii ' .'i .t) Page: 6.09b Slifer Designs Specification Sheet:STN-I0a Project Information Name: Gore Creek Place Location: Secondary Bath ProiectNo.: 8138 Item Descriptlon: Wall Tile- Upgtade B First fssue Date: 411212003 Revision Date: 1.3.2005 Suggested Vendor Informatlon Vendor: Sante Fe Collection Address: 12655 E. 42nd Ave. Suite 50 Derwer, CO 80239 Contact: Amy Coleman Phone: 303-574-2990 x 128 Fax: 30&57+1391 Item lnformataon Product: Description: Edge Detail: Dimensiom: Finish: Grout: Comments: Quartzite Slate Series Golden Gate Quartzite 616 Gauged, Nafural Cleff Allstone is a natural produc{ and therebre sublect to variation in color, shading, and veining. All natural stones require sealanL ReGr to architectural drawings for design and patt€m layout. All materiat and methods of constnrction must comply with all applicabl€ fire and lib safety codes. All rrEterials and construclion must be contract qualitry. Fabricator to provide structurally sound produd. Any metal parts must be guarenteed against rusi oonoeion and scratcfii,E. u,Jill' SlifertDesigns 216 Main Street. Suite C-100 Edwards, CO 81632 Phone: 970.926.8200, Fax: 91 0.569.3221 I I I I I I I I I I I I I I I T I I IPage:6.10a I I I I I T I I I I I I I t I I I I I Slifer Designs Specification Sheet:STN'11a Project Information Name: Gore Creek Place Location: Secondary Bath Project No.: 8138 Item Description: Floor Tils. Upgrade B First fssue Date: 411212003 Revision Date: 1.3.2005 q usSggteqlglq94r1|g rmitio n Vendor: Sante Fe Collection Address: 12655 E, 42nd Ave. Suite 50 Denver. CO 80239 Contach Amy Coleman Phone: 303-574-2990 x 128 Fax; 303-574-1391 Item lnformation Product: Description: Edge Detail: Dimensions: Finish: Grout: Comments: Quartzite Slate Series Golden Gate Ouartzite 12x12 Gauged, Natural Cleft All stone is a natural product and therefore subject to variation in color, shading, and veining. All natural stones require sealant. Refer to architectural drawings for design and pattern layout. All material and methods of construction must comply with all applicable fire and life safuty codes. All materials and conslruclion must be contracl quality. Fabricator to provide structurally sound product. Any metal parts must be guaranieed against rust corrosion and scratching. 'lr ]\5g- SlifertDesigns 216 Main Street, Suite C-I00 Edwards, CO 81632 Phone: 970.926.8200, Fax: 970.569.322 I Page: 6.11a Slifer Designs Specification Sheet:STN.I1b Project Information Name: GorE Creek Place Location: Secondary Bath Proiect No.: 8138 Item Oescription: Floor Tile- Upgrad€ A First fssue Date: 4nufn3 Revision Date: 1.3.2005 Suggested Vendor Informatlon Vendor: Address: Contact: Phone: Fax: Malerials Marketing Cotp. 600 S. Broadway Slr€€l Denver. CO 802(B Meg Johnson 303-7775W7 303-72?-2406 Item Information IProduct Seville Classic ] IDescription: Marble/Travertine IEdgeDetail: I IDimensions: 12x12 ) IFlnbh: Rustic lGrout: Comments: All natural stones require sealant. Refer to ardriteciural drawings for design and pattem layout. All material and rnethods of construction must comply with all applic€ble fire and liG sabty codes. All materials and construclion must be contracl quality. Fabricator to provide strudurally sound product. Any metal parts must be guaranteed against rust corrosioo and scratching. 'lr 1\5lr- SlifertDesigns 216 Main Street, Suite C-100 Edwards, CO 81632 Phone: 970.926.820O Fax: 970,569 -3221 Page: 6.11b I T I I I I I T I I I t I I I I I I I I I I I I I I I I I I I I T I I I t I Slifer Designs Specification Sheet:STN-I1c Name: Gore Creek Plac€ Location: Secondary Bath Project No.: 8138 Item Description: Floor Tile- Upgrade A First lssue Date: 411212003 Revision Date: 1.3.2005 -SuggeCtedVendorlnf ormatioh Vendor: Address: Contact: Phone: Fax: Materials Marketing Corp. 600 S. Broadwav Street Denver, CO 80209 Meg Johnson 303-777-6007 303-722-2406 Item lnformation Product: Description: Edge Detail: Dimensions: Finish: Grout: Comments: Slate Tile Rve 12x12 Gauged, Nalural Cleft All slone is a natural product an'l therefore subject to variation in color, shading, and veining. All nalural stones require sealart. Refer to architectural drawings for design and pattern layout. All material and methods of conrstruction must comply with all applicable fire and life safety codes. All materials and construction must be contract quality. Fabricator to provide struclurally sound product. Any metal parls must be guaranteed against rust corrosion and scratching. '/t i\5g-- $iitertBesigns 216 Main StreeL Suite C-100 Edwards, CO 81632 Phone: 970.926.8200, Fax: 97 0.569.3tt21 Page: 6.11c Slifer Designs Specification Sheet:STN-I2a Project Information Name: Gor€ Creek Place Location: Secondary Bath ProjectNo.: 8138 Item D6cription: Countertop - Upgrade I First fssue Oate: 4h2nfi3 Revision Date: 1.3.2005 Suggested Vendor lnformation Vendor: Address: Contact: Phone: Fax: Materials Marfieting Cory. 600 S. Broadway Strget Denver. CO 80209 Meg Johnson 3$-m-6007 303-722-2406, Item lnformation Product Seville Classic D6cription: Marble/Travertine Edge Detall: straight Dim€nsions: 3/4" slab; 1 1/2" edge profle Fhlsh: Honed Grout: Comments: All natural stones require sealanl Reftrto ardlitec{uraldrawings for design and patt€rn layoul All material and rnethods of construction must comply with all applicable fire and lib sabty codes. All materials and construction must be contrac't quality. Fabricator to provide struc{urally sound pl Anv metal oarts must be ouaranteed aqainst rust corrosion and scratchinq. (r,_) .l3 SlifertDesigns 216 Mrin Street, Suite C-100 Edwards, CO 81632 Phone: 970.926.8200. Fax: 97 0.569.3221 I I I I I t t I I I I t I T I I I I IPage:6.12a I t I I T I I I I I I I I t I I I t I Slifer Designs Specification Sheet:STN.12b Prolect Information Name: Gore Creek Place Location: Secondarv Bath Projecl No.: 8138 Item D€scrlption: Countertop- Upgrade A First lssu€ Date: 4112n003 Revision Oate: 1.3.2005 Vendor: Address: Contact: Phone: Fax: Materials Marketing Corp. 600 S. Broadway Street Denver, CO 80209 Meg Johnson 303-777-6007 303-.722-2406 Item Information Product Seville Classic Oescription: Marble/Travertine Edqo Detail: Bullnose oimenslons: 3/4" slab: 1 1/2" edge prolile Finish: Rustic Grout Comm€nts: All natural stones require se:lant. Refer to architectural drawings for design and pattem layout. All material and methods of conslruction must comply with all applicable fire and life safety codes. All materials and construction must be contract quality. Fabricator to provide structurally sound pl Anv metal oarts must be ouaranteed aoainst rusl @rrosion and scratching. I kprI slifentnesigns I | 216 Main Street, Suite C-100 I Edwards, CO 81632 I pttonet 970.926.8200, Fax: 970.569.3221 .? Page: 6.12b Slifer Designs Specifi cation Sheet:STN-13 Project Information Name: Gore Creek Place Location: Secondary Bath Project No.: 8138 Item Description: Wall Base- Upgrade B First fssue Oate: 4/12f2003 Revision Date: 1.3.2005 Suggested Vendor Information Vendor: Sante Fe Collection Address: 12655 E. 42nd Ave. Suite 50 Denver. CO 80239 Conlact: Amy Coleman Phone: 303-574-2990 x 128 Fax:30$574-1391 Item lnformatlon Product: Descriptlon: Edge Detail: Dimenslons: Finish' Quartzite Slate Series Golden Gate Quartzite 6x12 - cut ftom 12x12 on site Garroed Nahrral Cleft Grout: Comrnents:All stone is a natural product and therefore subject to variaton in color, shading, and veining. All natural stones require sealant. Refer to archilectural drawings for design and pattem layout. All material and methods of construction must comply with all applicable fire and life safety codes. All malerials and construclion must be contract quality. Fabricator to provide structurally sound product. Any metal parts must be guaranleed against rust corrosion and scralching. (, ,-Iirr SlifertDesigns 216 Main Street. Suite C-100 Edwards. CO 81632 Phone: 970.926.8200. Fax: 910.569.3221 I I I t I t I I t I I I I t I I I I IPage:6.13 I I I I I T I I I I I I I I I I I I I Slifer Designs Specification Sheet:sTN-l4 Flect lntbrrnallon llame: Gore Creek Place Locatlon: Secondary Eath ProlectNo.: 8138 Itsm Oescription: Wall CaF Option 1 & 2 First tssue Oate: 411212m,3 RsvisionOate: 1.3.2005 Suggested Vendor Information vendor: Sante Fe Collectlon Address: 12655 E.42ndAve. Sqite 50 Denver, CO 80239 Contact Arny Coleman Phone: 303-574-2990 x 128 Faxr 303-574-1391 Item Information Product: Oescription: Edge Detail: Dimensions: Finish: Grout: Comments: Quadro Serles- Ogee Grerna Marftl 2x12 Honed All stone is a natural product and therefore subjec All natural stones require sealant. Refer to archite All material and melhods of construc{ion must cor All materials and construction must be contract q[ Any metial parts must be guaranteed against rust , t to variation in color, shading, and veining. ctural drawings for design and pattern layout. nply with all applicable fire and life safety codes. rality. Fabricator to provide structurally sound producl. torrosion and scratchinq. L,-){r Slifertilesigns 216 Main Street, Suite C-l00 Edwards, CO 81632 Phone: 970.926.8200, Fax: 97 0.569.3221 Page: 6.'14 Slifer Designs Specification Sheet:STN-14a Projeclllnfo.qaqon Nam6: Gore Creek Place Location: Secondary Bath ProFct No.: 8138 Itern Oescription: Wall Cap Upgrad€ A First lssue Oate: 05.05.04 Revision Dab: 1.3.2005 Suggested Vendor lnformatlon Vendor: Address: Contacti Phone: Fax: Materials Marketlng Corp. 600 S. Broadway Streel D€nver. CO 802G) 303-7n-ffi07 30$722-2406 Item Information Product: Oescription: Edge Detail: Olmensions: Flnlsh: Grout: Comments: Traverdne Lafte Classic Molding #738 ,|"Dxl"Hxl8"L Honed All stone is a natural Foduct and therefore sutjoc't to variation in cobr, shading, and v€ining. All nafural stones r€quire sealant. Refer to ardritec'tural drawings for design and pattem layout. All material and methods of construciion musl comply with all applicable fire and life safety codes. All materials and construclion must be conlract quality. Fabricator to provide struc{urally sound pl Any metal parls must be guaranteed against rust conosion and scratching, (L -Iarr SlifertDesigns 216 Main Street, Suite C-100 Edwards, CO 81632 Phone: 970.926.82fi), Fax: 970.569.3221 I I I t I I I T I I I I I ! I I I I IPagE:6.14a I I I t I I I I T I I I I I I I I I I Slifier Designs Specification Sheet:sTN-16 Proi€ct Informatlon Name: Gola Creek Place Location: Master Bath Prolect No.: 8138 Item Oescrlpdoo: Accent Tile Option 2 FlFt l$ue Date: 4l1ulo03 Revblon Dab: 1.3.2005 Suggested Vendor Information Vendor: Sante Fe Collection Address: 12655 E.42ndAve. Suile 50 Denv6r. CO 80239 Contact Amy Coleman Phone: 303-574-2990 x 128 Fax: 303-tl4-1391 Item lnformation Product: D6crlpfon: Edgp Detall: DlmerEions: Fln|3h: Grout: Comments: Rolo Alicanite Marble Tile 12' x 12" (cut to 6'xd' on site @ shower, cut to 6'x12" @ wall base) Polished All stone is a nalural prcduct and therefore subject to variation in color, shading, and veining. All natural stones require sealant. Refer to archit€clural drawings for design and pattem layoul. All malerial and methods of construction must comply with all applicable fire and life safety codes. All materials and construclion must be conkad quality. Fabricator to provide slructurally sound product. Any metal parts must be guaranteed against rust @rrosion and scratching. L.=r)atr SlifertDesigns 216 Main Streel Suite C-100 Edwards, CO 81632 Phone: 970.926.82fi), Far: 97 0.56932:21 Page: 6.16 Slifer Designs Specification Sheet:STN-17 Project Information Name: Gore Creek Place Locatlon: Secondary Bath ProrectNo.: 8138 Item Description: Accent- Upgrade B First fssue Date: 4n2n@3 Revision Date: 1.3.2005 Suggested Vendor Information Vendor: Address: Contac{: Phon€: Fax: Materials Marketing Corp. 600 S. Broadway Street Denver. Co 80209 Meo Johnson 30$777.6007 30&722-2406 Item lnformation Product: Dsscription: Edge Detail: Dimensions: Flnlsh: Grout: Comrnents: Slate Mesh Mounted Oyster Slate Tumbled All stone is a natural producl and therebre subiect to variation in color, shading, and veining. All natural stones require sealanl. Refer to architeclural drawings for design and paftem layout. All material and methods of construc{ion must comply wilh all applicable fire and liE safety codes All materials and construction musl be contrad quality. Fabficator to provue struclurally sound producl. Any metal parts must be guaranteed against rust corrosion and scratching. V .J)tr SlifentDesigns 216 Main Street, Suite C-100 Edwards, CO 81632 Phone: 970.926.8200. Fax: 97 0,569.3221 I I I I I I I I I I I t T I I t I I T Page:6:t7 t I I I I I I I I t t I I I I I I t I Slifer Designs Specification Sheet:STN-18a Project Informalion Name: Gore Creek Place Location: Secondarv Bath Prolect No.: 8138 Item Description: Shower Floor- Upgrade B Fi6t lssue Date: 05.05.04 RevisionDate: 1.3.2005 Suggested Vendor Information Vendor: Sante Fe Collection Address: 12655 E. 42nd Ave. Suite 50 Denver, CO 80239 Contact: Amv Coleman Phone: 303-574-2990 x 128 Fax: 303-574-1391 Item lnformation Producti Descrlptlon: Edge Detail: Dimensions: Finlsh: Grout: Comments: Quarlzite Slate Series Golden Gate Quartzite 12x12 - cut to 4x4 on siie Ger rarFal All stone is a natural product an(l therefore subjec All natural stones require sealant. Refer to archite All malerial and methods of construction musl cot All materials and construction must be contract qr Any metal parts musl be guaranteed against rust t to variation in color, shading, and veining. ctural drawings for design and paltem layout. nply with all applicable fire and life safety codes. rality. Fabricator to provide structurally sound product. corrosion and scratching. 'tr il5 tr- Slifentilesigns 216 Main Street, Suite C-100 Edwards, CO 81632 Phone: 970.926.8200. Fax: 97 0.569.3221 l-,',,r;lr' Page: 6.18a Slifer Designs Specification Sheet:STN-I8b Prcject InformEtlon Name: Gore Creek Place Location: S€condary Bath Project No.: 8138 Item Descriptlon: Sholver Floor- Upgrade A Fl.st fssue Date: 4/1A2OO3 Revision Date: 1.3.2005 Suggested Vendor Information Vendor: Address: Contact: Phone: Fax: Malerials litarketing Corp. 600 S. Broadway Street Denver, CO 802@ Meo Johnson ?0!m.6007 3qJ-722-2406' Item Information Product Seville Classic Description: Marbl€/Travertin€ Edge tletail: oimensions: 12x12 - cul lo 4x4 on site Finish: Rustic Grout: Comments: All nalural stones require sealanl. Refer to architec{ural drewings ror design and pattem layout All material end methods of construdion must comply wih all appl'rcable fire and life safety codes. All materials and construction must be contract quality. Fabricator to provide structurally sound pl Anv metal Darts must be ouaranteed aoairct rust conosion and scratchino. ,lr i\5E SlifertDesigns 216 Main Street, Suite C-100 Edwards, CO 81632 Phone: 970.926.8200, F'ax: 91 0.569.3221 Page: 6.18b I I I I I I I I I I I t I I I t I I I I I I I I t I I I t I I I I I I I I I Slifer Designs Specification Sheet:STN-19 Pqolqct lqformation Name: Gore Creek Place Locatlon: Famlly & Livlng Room Flreplace Prol€ctNo.: 8138 Itsm Descrlptlon: Hearth Slab Flrst lssu€ Oate: 1n2nOO3 RevlslonOate: 1.3.2005 Sugg*ted Vendor lnformation Vendor: Gallegos Corporation Addrsss: 0100 Yacht Club Dr. t^r^l^^H nn AIAE4 Contact Ftank Phone: 970-524.1.3?2. Fax: 97G92G.3727 ftem lnformation Ptoduct: D€scrlp6on: Edge Detail: Dlmenslons: Flnlsh: Giout: Comments: Colorado Buff Sandstone Flaqstone 3" Slab Glipped Refer to drawings Honed All stone is a naiural product and therefore subiect to variation in color, shading, and veining. All natural stones require sealant. Refier to architectural drawings for design and pattern layout. Allmaterial and methods of construction must comply with all applicable fire and life safety codes. All malerials and construction must b€ conlract qualily. Fabricator to provide structurally sound product. Any metal parb must be guaranteed against rusi corrosion and scratching. {L,Jil|' SlifertDesigns 216 Main Street, Suite C-100 Edwards, CO 81632 Phone: 970.926.8200, Fax: 97 0.569.3221 Page: 5.19 I I I I I I I I I I I I I I I I I I t Slifer Designs Specification Sheet:GWB-1 Project lnformation Name: Gore Creek Phce Location: Walls Throuohor rl Prolsct No.: 8138 Item Dsscription: Wall Finish Standard Fifst bsuo Date; 05.05.04 Rovlsion Date: Suggested Vendor Information Vendor: Bv Contractor Addrbss: Contsct: Phone: ltem lnformation Manufactu'er: Product: DosedpUon: Flnlsh: Medium Hawk & Trowel Comments: All materials and construction must be contract qualitv. Fabricator to provide structurally sound product. I AnVmeta|Dartsmustbequaranteedaoainstrustcorrosionand Submittal: (, ,_)5r SlitertDesigns 216 Main Street. Suite C-100 Edwards, CO 81632 Phone: 970.926.8200. Fax: 97 0.5693221 NO PHOTO Page: 7Il Slifer Designs Specification Sheet:NOT USED GWB.2 Project lnformation Name: Location; Project No.: Item Descriptlon: First lssue Dde: Revision DatE: Gore Creek Place $bil6+hr€W$€+d ettR Ws$+iRiBh U€scade 0s.05.04 Suggested Vendor Information Vendon By Contrador Address: Contact: Phone: Far: Item lnformatlon Manutactu rer: Product: Description: Finish: Comments:All material and m€thods of construction must comply wilh all applicable fire and life safety codes. I All materials and construclion must be contracl quality. Fabricalor to provide structurally sound producl. I Any metial parts must be guaranteed against rust conosion and scratching. I Submlttal: t .-Xrtr SlifertDesigns s 216 Main Streel Suite C-I00 Edwards. CO 81632 Phone: 970.926.8200, Fax: 970.569.3221 NOT USED I I I t I I I I I I I t I I I I I I IPeg€:7.02 t I I T I I I I I t I I I T I I I I I Slitur Designs Specification Sheet:GWB-3 Prolect Information Name: Gore Creek Place Location: Laving Room Fireplace & Kitchen Hood Prolect No.: 813{l Item Description: Wall Finish FlrstlssusOate: 05.05.M Revlsion Date: Vendor: Bv Contractor Addr"s3: Contact Phons: Fax: Item Information Manufacturet: Product: IDescrlptlon: Match Slifer Designs Sample ] Finish: Comments: All materials and construction must be contracl quality. Fabricator to provide stfucturally sound product. Any metal parts must be guaranteed against rust corrosion and scratching. Submittal; u,)tt' Slifer tDesigns i 216 Main Streel Suite C-100 Edwards, CO 81632 Phone: 970.926.8200, Fax: 970.569.3221 NO PHOTO Page: 7.03 I I I I I I I I t I t I I I t t I I I Slifer Designs Specification Sheet:ST-1 Prcjegllqloqqtiglr l'lame: Gore Cre6k Pl€ce Locauon: Throughout P.oject llo.: 8138 ItemDescriDtion: TvDicalMillwork Fi|Et lssue Date: 41128004 Revaslon Dato: 1.3.2005 Suggested Ventior lhioun'ation Vendor: By Contrac{or Address: Cootact: Phone: Fax: Item lnformation Man ufacturer: Product: Descrlptlon: Finl$h: Species: Conrments: By Contractor Stained Color & Distressinq Match Slifer Sample Glazed Alder Suoplier to verifo that all necessary Darts for installation are ordered. All material and methods of construc.tion must comply with all applicable fire and life safety codes. Fabricator to Drovide structurallv sound oroduct. All materials and construciion must be contract qualiV. Any metal parts must be guaranteed against rust conosion and scratching. a.-Jlr3 $itertDesigns 216 Main Street. Suite C-100 Edwards" CO 81632 Phone: 970.926.821[, Fax: 970.569.3?21 Page: 8.01 Slifer Designs Specification Sheet:sT-2 Projec-t Information Name: Gore Creek Place Location: Kitchen ProjectNo.: 8138 Itsm Oescrigtion: Cabinetry- Option 1 Filst fssue Date: 4\AZN4 Rovision Oate: 1.3.2005 Suggested Vendor lnformation V€ndor: By Conlractor Address: Contacc Phone: Fax: Item lnformation Ma nutactr aer Product: D€scriptton: Finish: Spocies: Bv Confactor Painted & Distressed Match Slifer Samole Cream Alder Comments:Supplier to veriry that all necessary parts for installation are ordered. All material and methods of construction must comply with all applicable ftre and life safety codes. Fabricator to provide structurally sound product. All materials and construction must be contract quality. Any metal parts must be guaranteed against rust corrosion and scratching. .t. \U- ,4arr SlifertDesigns 216 Main Street, Suite C-I00 Edwards, CO 81632 Phone: 970,926.8200, Fax: 970.569.3221 Page: 8.02 T I I t I I I I I I I t I I I t I I I t I I I t I I I I I I t I I I I I I I Slifer Designs Specification Sheet:ST-2a Prolect Infomatlon Name: Location: Prdoct No.: Itsm D6crlption: Fl6t lssue llate: Revaslon Date: Gor€ Creek Place Kitchen 8136 Cabinetry- Option 2 4t12tN4 1.3.2005 Suggested Vendor Informatlon Vendor: By Contraotor AddFss: Contact: Phone: Fax: Item lnformation lllanufactur€r: Product: O€Ecrlption: Flnlsh: Species: Comments: By Contraclor Painted & Distressed Malcfr Slifer Sample Cranberry Alder Supplier to veriry that all necessary parts for installation are ordered. All material and methods of construction must comply with all applicable fire and life safety codes. Fabricator to provide structurally sound product. All materials and construction must be conhact quality. Any metal parts must be guaranteed against rust corrosion and scratching, (L ._I5r Slilertllesigns 216 Main Streel Suite C-100 Edwards, CO 81632 Phone: 9?0.926.E20O Fax: 97 0.569.3221 Page: 8.02a Slifer Designs Specification Sheet:ST.2b Project Information Name: Location: Proiect No.: Item Description: First lssue Date: Revision Date: Gore Creek Place Q{ 2A Cabinetry- Option 3 4t12t2004 I e tnnA Suggested Vendor Information Vendor: Address: Contact: Phone: Fax: By Contraclor Item lnformation Manufacturer: By Contractor Product: Painted & Distressed Description: Malch Slifer Sample Finish: Basil Species: Alder comments: Supplier to verify that all necessary parls for inslallation are ordered. All material and methods of construction must comply with all applicable fire and life safely codes. Fabricator to provide struc{urally sound product. All materials and construction must be mntract quality. Anv metal Darts musl be quaranteed aqainst rust conosion and scratchinq. : ''lr a,-)il? SlifertDesigms 216 Main Street, Suite C-l00 Edwards, CO 81632 Phone: 970.926.8200, Fax: 97 0.569.3221 _ . .-.. t! ,.'.;;{ I 'n:. ..:::. I I I t I I I t I I I t I t I I T t T Page:8.02b I I t I I I I I t I I I t I I t I t I Slifer Designs Speciftcation Sheet:WD-1 Project Infoneqtlon l{ame: Gore Creek Place Location: Throughoul- as indicated on the Floor Finish Plans ProlectNo.: 8138 Itsm Oescripffon: Wood Flooring- Option 1 Kitchen, Living, Dinlng Room, Stairs FirstfssueDats: 411212004 Rwlslon Daie: Suggested Vendor lnformation Vendor: Bv Conlractor Addtgss: Contace Phono: Fax: Item Information Manutacturec Specles: OascrlpUon: Oimansions: Finish: Commentg: By Contractor Chesnut Oak V{roove on all sides of planks 8" widths Antioue Chesnut Oak Supplier b verify that all necessary parts for installation are ordered. All material and methods of constructon must comply wifi all applicable fire and life safety codes. Fabricator to provide structurally sound product All materials and construction must be oontret quality. Any metal parts must be guaranteed against rust conosion and scratching. L,-)irY ilitertDesign$ 216 Main Street, Suite C-100 Edwards. CO 81632 Phone: 970.926J200. Fax: 970.569,3221 Page: 9.01 Slifer Designs Specification Sheet:WD-1a Prolect Infomation Name: Gore Creek Phce Locatlon: Throughout- as indicated on the Floor Finish Plans Project No.: 8138 Itern Desc.ipdon; Wood Flooring- Oplion 2 Kitchen, LMng, Dinlog Room, Stairs Fi.st lssue Dets: 4lPnN1 R€vklon Dato: Suggested Vendor Information V€ndor: Address: Contacl: Phone: Fax: Select Woods PO Box '1052 Vail. CO 81658 P6ggy Nictrolls 970476-5796 Item lnformatlon Mountain Lumber Co. Oak Granary Oak Random widths; 6, 7, 8" Supplier to veriff thal all necessary parts for installalion are ordered. All material and methods of construclion nx.rst comply with all applicable fire and life sabty codes. Fabri(Ftor to provide struclurally sound product. All materials and construciion must be contracl quality. Any metal parts must be guaranteed against rud conosion and scralching. manufacturea: Speoies: De8crlption: Dlmenslon3: Fln.3h: Comm€nts: tr,r)tl' SlitertDesigns 216 Main Street, Suite C-lfl) Edwards, CO 81632 Phone: 970.926.8200. Fax: 97 0.569.3221 I T I I T t I I I I I I I I t I I I IPage:9.01a I I I I I I I I t I t I I I I t t I I Slifer Designs Specification Sheet:PT-2 iect Information Name: Gore Creek Place Locadon: DryAreas Proi€cl No.: 8138 Item Description: Ceiling Paint First lssue Date: 05.05.04 Revasion Date: 1.3.2005 Vendor Information Vondor: The Paint Bucket Addr€as: Eagle-Vail, CO Contact: Stove Anzalone Phone: 949.4695 Fax: 9(9.4704 Item lnformation Manufacturer: Porter Paints Product: White Umber - 7195.1 Finish: Flat Icomments: Supplier to verify that all necessary parts for installation are ordered. I All material and methods of conslruction must comply with all applicable fire and life safeV codes. I Fabdcator to provide structurally sound product. lAll malerials and construction musl be contract quality. Any melal parts must be guaranteed against rust corrosion and scratching. ] ,tr i\Y-,/ r-,sr $lifertDesigns 216 Main Street, Suite C-100 Edwards, CO 81632 Phone: 970.926.8200, Fax: 97 0.569.3X21 NO PHOTO Page 10.02 Slifer Designs Specification Sheet:PT;3 Project Information Namo: LocaUon: Project No.: Item tlescription: First lssu6 Date: Revision Dato: Gore Cr€ek Place Wet Ar6as 8138 Wall Paint 05.05.04 132005 Vendor lnformatlon Vendor: The Paint Bucket Address: Eagl+Vail, CO Contace Stsve Anzalong Phone: 949.4695 Fax: 949.4704 Item lnformation Man ufactutEr: Product: Finlsh: Porter Paints Candle White #6193-1 Semi{loss Comments:Supplier to verifo that all necessary parts for installation are ordered. All material and methods of construcdon must comdy wih all applicable ftre and life safety codes. Fabricator to provide structurally sound product. All materials and conskuction musl be contrad qualiiy. Any metal parts must be guaranteed against rust conosion and scratcfiing. Jt i\5g* SlitertDesigns 216 Main Street, Suite C-100 Edwards, CO 81632 Phone: 970.926.8200, Fax: 97 0.569.3221 NO PHOTO Page: 10.03 I I I I t I I t I I I I I t I I I I T I I I I I I I I I I t t I I I I I t t Slifer Designs Specification Sheet:PT.4 Name: Gore Creek Place Location: WetAreas Proiectl{o.: 8138 Item Description: Ceiling Painl First lssuo Date: 05.05.04 Revision Date: 1.3.2005 Vendor lnformation Vendor: The Painl Bucket Addrcss: Eagle-Vail, CO Contace Steve Anzalone Phone: 949.,1695 Fax: 949.4704 Item lnformatlon lranufactrrer: Porter Paints Producc White Umber - 719S1 Flnish: Semi-qloss Commenb: Supplier to verifo that all necessary parts for installation are ordered. ] All material and methods of construction must comply with all applicable fire and life safety codes. Fabricator to provide structurally sound product. All materials and construction musl be contract quality. Any metal parts must be guaranteed against rust oonosion and scratching. b-xfr SlifiertDesigns 216 Main Street, Suite C-100 Edwards, CO 81632 Phone: 970.926.E200..Fax: 970,569.3221 NO PHOTO Page 10.01 Slifer Designs Specification Sheet:PT.5 Project Information Name: Location: Project No.: Item D€scrlption: First lssue Date: Revislon Dab: Gore Creek Place Dry Areas er aq Wall Palnt 1.3.2m5 Vendor lnformation Vendor: The Paint Bucket Addre$: Eagle-Vail, CO contact Steve Anzalone Phone: 949.4695 Fax 949.4704 Item lnformation Manufacturer: Porter Paints Product Classic Cream- 6836-i Finish: Semi-gloss comments: Supplier to verifo thal all necessary parts for installation are ordered. . All material and methods of construclion must comply with all applicable fire and life Fabricator to provide structurally sound producl. All materials and construction must be contract quality. Anv melal parts must be quaranteed aqainst rust conosion and scratchinq. codes. (L -It|' SlifertDesigns 216 Main Street, Suite C-100 Edwards, CO 81632 Phone: 970.926.8200, Fax: 91 0.569.3221 NO PHOTO 10.04 t t I T I I I I I I I I I I I t I I IPage: I I I I I I I I I I I I I I I t I I I Slifer Designs Specification Sheet:MW.1 Project Information Name: Gore Creek Place Location: Kitchen Projsct No.: 8138 Item Doscripuon: Accent Cabinetry with Glass Ffrst lssu€ Date: 4l12l2oog R€vision Date: 07.30.04 Vondor: Bv Contractor Address: Contact: Phone: Item lnformation Product: Styls: Doscription: Oimengions: Finlsh: Alder Cabinet Door X-stvle orofiled mullions: stile & rail Seedv Glass behind mullions Per Shop Drawinqs Distressed, Glazed, Worm Holes Commgnts:All stone is a natural product and therefore subject to variation in color, shading, and veining. All natural stones require sealant. Refer to architectural drawings for design and pattern layout. All material and methods of construction must comply with all applicable fire and life safety codes. All materials and construction must be contract quality. Fabricator to provide structurally sound product Any metal parts must be guaranteed against rust corrosion and scratching. ,tt j\ V-, ,-{J9 SnifertDesigns 216 Main Street Suite C-100 Edwards, CO 81632 Phone: 970.926.E200. Fax: 97 0.569.3221 Page: 11.01 I I I I I I I I l I I I I I I I I t t Slifer Designs Specification Sheet:cT-1 Project Information Name: Gore Creek Place Location: Master Bath Proi6ctNo.: 8138 Item Do€cription; Master Bath WallTile- Option 1 First fssue Date: 4l12lZOO4 Ravislon Date: 1.3.2005 Vendor lnformation Vendon Address: Contact: Phono: Fax: Walker Zanoer 8901 Bradley Avenue Sun Valby, CA 91352 Mary Matarazzo 720-870-991E 720-870-9917 Item lnformation Product GP Hat Oescriptlon: Beige Edge Detail: j_ Dimensions: 6xo Finish: Glazed Comments: All ceramic lile is subject to variation in color & shading. Refer to architeclural drawings for design and pattern layout. All material and methods of construction must comply with all applicable fire and life safety @des. Alt materials and constuclion must be contract quatity. Fabricator to provide struchJrally sound pt Anv metal oarts must be ouaranteed aqainst rust corrosion and scratching. - ..:: '':l ', .: A.-r)ry SlitertDesigns 216 Main Street. Suite C-100 Edwards, CO E1632 Phone: 970.926.8200, Fax: 970.569.3221 Page: 12.01 Slifor Designs Specification Sheet:cT-2 Item Descrlption: Wall file & Item Product: IGPABCH2X6 Desc.iption: Gramercy Park Bone China Crackle Edgeoelall: : Oimenslons: 2 x 6 Flnbh: Crackle Glaze comments: All ceramic tile is subiect to variation in color & shading. Refer to architectural drawinqs for desiqn and All malerial and methods of construction musl complv with all aDolicable Rre and life safetv codes. All materials and construclion must be contrac{ quality. Fabricalor to sourd metal oarls must be rust conosion and scratchino. kpr SlifertDesigms 216 Main Street, Suite C-100 Edwards., CO 81632 Phone: 970.926.8200. Fax: 970.569.3221 I I I I I I I I I I I I t I I t I I I I I I I I I I I I I I I t T I I I I I Slifer Designs Specification Sheet:cT-3 Nam€: Gore Creek Place Location: Secondary Bath Project No.: 8138 Item Oescription: Wall Base Tile- Upgrade A First lssue Date: 05.05.04 Revlsion Oate: 1.3.2005 Vendor lnformation Vendor: Address: Contact: Phone: Fax: Walker Zanger 8901 Bradlev Avenue Sun Valley, CA 91352 Marv Matarazzo 720.-870-9918 720-870-9917 Item lnformation Product: Descrlption: Edge Detail: Dimenslons: Finish: Comments: #1GPAHBE2X6 Gramercy Park Hamptons Beige 6 x6 Crackle Glaze All ceramic tile is subject lo variation in color & shading. Refer to architectural drawings for design and pattern layout. All material and methods of conskuction must comply wilh all applicable ftre and life safety codes All materials and conslruction must be contract quality. Fabricator to provide structurally sound product. Any melal parts must be guaranteed against rust corrosion and scratching. t .l)+p SlitertDesigns 216 Main Street, Suite C-100 Edwards, CO 81632 Phone: 970.926.8200, Fax: 970.569.3221 :.'. .-:,1. ' Page: 12.03 Slifer Designs Specification Sheet:cT4 Proiect Informatlon Name: Gore Creek Place Location: S€condary Bath ProjectNo.: 8138 Item Descdption: Wall Tile- Option I Flrst lssue D.b: 05.05.(M Revision D&: 1.3.2005 Vendor Informatlon Vendofi Sants Fe Collection AddBss: 12655 E.42nd Ave. Su'|b 50 Denver. CO 80239 Contacc Arny Coleman Ptrone: 303-574-2990 x 128 Fax: 303-574-1391 Item lnformation Prcduct: Deacriptlon: Edge De{all: Dimenslons: Flnlsh: Comments:All ceramic tile is subjed to vadation in color & shading. Rebr to architectural drau,ings for design and pattem layout. All material ard melhods of construction must comply with all applicable fire and life safety codes. All materials ard consfuc'tion must be contrecl quality. Fabricator to provide struc{urally sound produd. Any metal parts musl be guaranteed againsl rusl cono€ion and scratchlng. Le Argille Series Terra Marrone SBN 6)6 ,lt il59 SlitertDesigurs 216 Main Street Suite C-100 Edwards, CO E1632 Phone: 970.926.8200, Fax: 97 0.569.3221 Page: 12.04 I t I I I I I t I t I t t t I t I I I I I I I I I I I I I I I I I I I I I I Slifer Designs Specifi cation Sheet:GT-4a Project Information Name: Gore Creek Place Location: Secondary Beth Prdect No.: 8138 Itsm D€gcrlpfon: Wall Tile- Option 2 Flrst lssu6 Oat€: 05.05.04 RevisionData: 1.3.2005 Vendor lnformatlon vendor: Sante Fe Collection Add.€ss: 12655 E.42nd Ave. Suite 50 Denv6r. CO 80239 cnnlrcl. Amv Cnlernan Phone: 303-574-2990 x 128 Fax: 303-574-1391 Item Information Product Le Argille Series oGc.ipffon: Tena Grigia Edge Dotall: SBN Dlm€nslons: 6x6 Flnish: Comments: All ceramic tile is subiect to variation in color & shading. Refer to architectural drawings for design and pattem layout. All material and methods of construction must comply with all applicable fire and life safety codes. All materials and construction must be contract quality. Fabricator 10 provide slructurally sound pl Anv rnetal oarts must be quaranteed aoainst rust corrosion and scratching. {t,-}$|' SlifertDesigns 216 Main Street, Suite C-100 Edwards, CO 81632 Phone 970.926.8200, Fax: 910.569.3221 Page: 12.Ma Slifer Designs Specification Sheet:cT-5 Prolect lnforma0on Nanc: Gors Cr€ek Plece Locdon: S€condary Baih Pqlsct o.: 8138 It6m O6crlpdon: Baclspla3t} Option 1 Fint lsstr DatE: 05.05.9 Revislon Da!e: 1.3.2(xls Vendor lnformatlon Vendor: Sanb Fc Collecdm Add|lss: 12656 E.42nd Ave. Suite 50 Derner, CO 8(P:tg Contrct Amy Cdefian Phon: 303€74-2900 x 128 Far: 3@€7+1391 Item lnformatlon Producl: D€scdpdon: Edgp [)€tan: Dam.naaonsr FlnlCr: Commentc:All ceramic Ule is subi€d to varialion in color & shadieg. Rebr to archibciural drdvings br design and pdtem layout All maierial and m€lho(g of constructlon musl comdy with all applbable fir€ and lib saHy cod€s. All mat€rials and consbudion must be contrac-t quahty. Fabricator to povl{€ sfudurally sound produd. Any metal parts must be guaranb€d against n 8l conos&tn and 3crrtdlittg. Le Argifle Series Tena Manone ae'i|t {r,Jtl' SlifertDesigns 216 Main Streel Suite C-100 Edwards, CO 81632 Phone: 9?0.926.8200, Fax: 97 0.569.3221 I I I I I I I I I I t I I I I T I I IPage:12.05 I I I I t I I I I I I I I I I I I I I Slifer Designs Specification Sheet:GT-5a f roleg!!4[ormq!94 Nam€: Gor€ Creek Placs Location: Secondary Bath ProiectNo.: 8138 ItEm Descrlption: Backsplash- Option 2 First lssu€ DatE: 05.05.04 Revlslon Date: 1.3.2005 Vendor lnformation Vendor: Sante Fe Collection Addr6s: 12655 E. 42nd Ave. Suirts 50 Denv€r. CO 80239 Contact Amy Coleman Phone: 303-574-2990 x 128 Fax: . 303574-1391 Item Information ProduGt Descrlption: Edg€ Detail: Oimensions: Finish: C,omments: Refer to architeclural drawinas for desion and oattem lavout. I All material and methods of construclion must comply with all applicable fire and li{e safety codes. I All malerials and construction must be conlracl quality. Fabricator to provide structurally sound product. l Any metal parts must be guaranteed against rusl corrosion and scratcfiing. I (L ,-Itr SlifertDesigns 216 Main Street, Suite C-100 Edwards, CO EI632 Phone 970.926.8200. Fax: 97 0.569.3221 Page: 12.05a Slifer Designs Specification Sheet:cT-6 Project lnformatiion Namel Gore Crcek Pla€ Locdon: Sscondary Bath P.oJ€ctNo.: 8138 Item Ooscrlptlon: Co(tnhr Tile- Optbn 1 FiEt t$su€ Date: 05.05.04 Rovblon Dab: 1.3.2005 Vendor lnformation Vondor: SanG Fe Cotleclion Addr€ss: 12655 E.42ndAve. Suite 50 DenveI. CO 80239 Contact Amy Coleman Phone: 30&57+2990 x 128 Fax: 303-57+1391 Item Informaton Product: Deecriptlon: Edge Dorall: Dlmonslons: Finlsh: Commonts:All ceramic tile is sutieci to varialion in color & shadinE. Refer to arcfiiieclural drawings br design and patGm layouL All material and methods of construcllon must comply with all apdlcable fte and llfu sahty codes. Atl materials and constuclion mu6t be contract quality. Fabrkator to proride stfuc,turally sound p{oducl. Any.netral parb musl be guaranbed againal ru3t corrcbn and scretdrlngt Le Argille Series Tera Marrone SBN,lrv,t, b.-Itl' Slitertllesigns 216 Main Street, Suite C-100 Edwatds, CO 81632 Phone: 970.926.820O Far: yl0.S69-3221 I I I I I I I t I I I I I I I t I T IPag6:12.(n I I I I I I I t I I I I I I I I I I I Slifer Designs Specification Sheet:CT-Ga Proiect Information Name: Gore Creek Place Location: Secondary Bath Prolect No.: 8138 Item D€crlpffon: Counter Tile. Option 2 First lssue Date: 05.05.04 R€visionDate: 1.3.2005 Vendor lnformation VEndor: Sante Fe Colledion Address: 12655 E.42nd Ave. Suite 50 Oenver. CO 80239 Contact Amy Coleman Phons: 303-5742990 x 128 Fax: 30$57+1391 Item lnformation Prodrct Le Argitle Series Descrlption: Tera Grigia Edgo Detallr SBN Dfmonslons: 12x12 Finlsh: CommEnts: All ceramic tile is subiect to varialion in color & shading. Refer to ardritectural drawings for design and pattem layout. All material and methods of construction must comply with all applicable fire and life safety codes. All materials and construction must be contract quality. Fabricator to provide structurally sound pl Any metal parts must be quaranteed aoainst rust corrosion and scratching. LJll 3 SlifertDesigns 216 Main Street, Suite C-100 Edwards, CO 81632 Phone: 970.926.E200, Fax: 97 0.569.3221 Page: 12.06a Slifer Designs Specilication Sheet:CT:7 Prciect Information Name: Gore Creek Plac€ locatlon: Secondary Bath Proj€ctNo.: 8138 Itam Dercdpdon: FlooF qkrn 1 Fl]3t bsue Date: 05.05.0.1 Revltlon Oate: 1.3.2005 Vendor Informatlon Vendor: Senb Fe Cdlecdon Addr€33: 12655 E.42nd Ave. Suite 50 Denwr, CO 80239 Contact Amycohmen Phona: 3G157+2990 x 128 FeI: 30367+1391 Item lnfomation Product Doscriptlon: Edgo Detall: Omen3lon6: Flnbh3 Comments:All €ramic tile is subi€rt to yariatbn in color & shading. Refer to erdriGctural draflings for deslgn and pattem layout All material and mdhods of consfuction must comply with all applicabl€ fit€ and life Baf€ty codes. All malerials and construclion musi be corfid qualiu. Fabr'rcetor b provu€ stucturdy 6ound pmduct Any metal part8 must be guaranteed agalrct rust corosion and soratcfilng. Le Argille Series Tena Marrone 12Jj2 L.r)t|' SlifertDesigns 216 Main Street, Suite C-100 Edwards, CO 81632 Phone 970.96.8200, Fax: 970.569.3221 I I T I I I I I I I I I I I I I I I IPage:1257 I I I I I I I I I I I I I t I t I I I Slifer Designs Specification Sheet:CT-7a Piolect Inftiimation Nam€: Gore Creek Place Location: Secondary Bath ProjectNo.: 8138 ItBm gescription: Floor- Option 2 First lssu€ Date: 05.05.04 Revlslon Date: 1.3.2005 Vendor lnformation Vendor Sante Fe Collection Add.ess: 12655 E. 42nd Ave. Suite 50 Denver. CO 80239 Contach Amy Coleman Phone: 303-57+2990 x 128 Fax: 30$57+1391 Item lnformation Produch Le Argille Series tlescription: Terra Grigia Edge Detall: Dimenslons: 12x12 Finish: Comments: All ceramic tile is subject to variation in color & shading. Refer to architectural drawings for design and pattem layout. All material and methods of construction must comply with all applicable fire and life safety codes. All materials aM construction must be conlract quality. Fabricator to provide structurally sound product. Any metal parts must be guaranteed against rust corrosion and scratching. (, ,-)+r Slifentllesigns 216 Main Street, Suite C-100 Edwards. CO 81632 Phone: 970.926.8200, Fax: 97 0.569.3221 Page: 12,07a Slifer Designs Specification Sheet:cT-g Proiect Information Neme: Gotr Crcek Place Locetlon: Socondary gath Prorect o.: 8138 hem D€scrlptlon: Shou,er Flooa Tib' Oplion 1 Flrst ls3ue Da!o: 05.05.04 Radslon D&: 1.321105 Vendor lnformatlon vendor: Sanb F€ Collectim Address: 12655 E. 42nd Ave. Suite 50 Denr/er, CO 80239 contact AnryCobman Phone: 30$574-2990 x 128 Fax: 30$574-1391 Itom lnformation Product: D.scriFtlon: Edg€ D.tall: Dlrno'|3lotrs: Flnlsh: Commcnts:All ceramic tile is subjod to va.iation In color & ehading. Refer to architeclural draflings for design and patbm Lyout All matsrial and methods of conshrton must conply wi$ all *plicable fire and lib s€Hy codes. All matefials and construction must b€ contEct quality. Fabricator to pro\rHe structurally sound product. Any metal parb musi tie guarant€€d agsinst rust conosion and scratchim. Le Argille Series Tena Manone 2s2mesh a"Jrtp SlifertDesigns 216 Main Street, Suitc C-100 Edwards, CO 81632 Phone: 970.926.8200, Fax: 97 0,5693221 PNgp: 12In I I I I I I I I I I I I t I I I I I I I I I I I I I I I I I I I I I I t I I Slifer Designs Specifi cation Sheet:CT-8a Project Information Name: Gore Creek Place Locatlon: Secondary Bath Proloct No.: 8138 Item Oescription: Shower Floor Til6- Option 2 FiFt lssu6 Date: 05.05.04 Revislon Da!e: 1.3.2005 Vendor lnformatlon Vendor: Sante Fe Collection Add.ess: 12655 E.42ndAve. Suite 50 Denver, CO 80239 Contact Amy Coleman Phone: 303-57,F2990 x 128 Fax: 303-574-1391 Item lnformation Product: Descdption: Edg€ Detall: Dimenslons: Flnish: Le Argille Series I Tena Grigia I I 2x2 mesh I Commsnts:All ceramic lile is subiecl to variation in color & shadinq. l Refer lo architectural dlawinos for desion and oattem lavout. All malerial and methods of construction must comply with all applicable fire and life safety codes. All malerials and construction must be contracl quality. Fabricator to provide structurally sound product. Any metal parts must be guaranteed against rust corosion and scratching. tt ,-)tt' Slifertllesigns 216 Main StreeL Suite C-100 Edwards, CO 81632 Phone: 970.926.&100. Fax: 970.569.3221 Page: 12.08a I t t I I I I I I I I I I I I I I I I Slifer Designs Specification Sheet:MT.1 Proiect lnformation Name: Gore Creek Place Locrtion3 Masler Batl Projoctllo.: 8138 Item lresc.lption: Wall Accent- Option 3 Fi.st fssue Dato: 4nu2fi4 Revbaon Oate: Suggeted Vendor Information Vendon Addr€ss: Contact: .Phone: Fax: Materials Markeling Corp. 600 S. Broadvray Street Denver, CO 80209 Meg Johnson 303-72-6007 303-722-2406 Item lnformation Product: D03cription: Dimensions: Fin|3h: Comments: Bronzeworks Flowing Liner 1l/'x12" Traditional Bronze All m€tals are subiecl to varialion in color. dimension. & shadino. Refer to architectural drawinos for desion and Datlern lavout. All material and methods of oonstruclion must comply wilh allapplicable fire and life safety codes. All materhls and construc'tion must be contracl quality. Fabricator to provide structurally sound product. Any metal parts must be guaranleed against rusl conosion and scratching. 'lr i\E,' |.!i'atr SffertDesigns 216 Main Streel Suite C-100 Edwards, CO 81632 Phone: 9?0.926,8200, Fax: 970.569.3221 Page: 13.01 Slifer Designs Specifi cation Sheet:MT.2 Project lnformation Name: Gore Creek Pla€ Locatlon: Master Bath ProjectNo.: 8138 Item Description: Wall Accent- Opuon 3 Fit5t fssue Datei 411212W4 Revlslon tlate: Suggeted Vendor Information Vendor: Addr€ss: Contact: Phone: Far: Materials Marl(eiing Corp. 600 S. Broadvuey Strc€t DeN,er. CO 80209 Meg John8on 308'-n7ffi7. 303.722-2406 Item lnformatlon Product: Oescrlptlon ! Dlmensions: Flnlsh: Bronzeworks Blooming L€af 1 1t4" x1 1t4;' Traditional Bronze Comments:All metals are subject lo variation in color, dimension, & Bhading. Rebr to architectural drawings for desbn and paliem layouL All matedal and methods of construction must comply urith all applicable fire and lib safety codes. All materials and constsudion must be contrac{ quality. Fabricator lo provide stnicturally sound producl. Any melal parts must be guaranteed againsl rust cortooion and scratching. L,r)t|' $[fertDesigns 216 Main Street, Suite C-100 Edwards, CO 81632 Phone: 970.926.8200, Fax: 970.569.3221 Fi$: 13.02 I I I I I I I I I I I t I t t I I I I I I I t I I I t I I t I I t I I I I I Slifer tlesigns Specification Sheet:MT.3 Proiect Information Name: Gore Creek Place Location: Kitchen & Bar Protsct No.: 8138 Item Description: Backsplash Accent- Option 3 First fssue Date: 412nOU Revlsion Date: Suggeted Vendor Information Vendor: Address: Contact: Phone: Fax: Materials Marketino Com. 600 S. Broad^,ay Street Oenwr. CO 80209 Meg Johnson n3-777$007 303-722-2406 Item Informatlon Product: Descdption: Oimenslons: Finlsh: Paloma Pgurter D-33 Leaf & Berry Dot 1 'lf/ x1112" Pewter Comments:All metals are subject to variation in color, dimension, & shading. Refer to architectural drawings for design and pattem layout. All material and methods of construction must comply with all applicable fire and life safety codes. All materials and constructlon must be conlract quality. Fabricator to provide structurally sound pror Any metal parts must be guaranteed against rust coffosion and scralching. b.-Iar5 Slitertllesigns 216 Main Street, Suite C-100 Edwards, CO 81632 Phone: 970.926.8200, Fax: 97 0.569.3221 Page: 13.03 Slifer Designs Specification Sheet MT-4 foiect lnfom!!!g4 Name: Gote Creek Place Loca6on: Stairs Proj€ctNo.: 8138 ItEm t escripdon: lton Balusler First lssue Dab: 06.08.@ Revision t ata: 1.62005- Vendor: Welfelt Fabtication Inc Addres€: 1770 Gunnison Ave. . Delta, CO 8141$2836 Contac[ Gabe Welfelt Phone: 970.874.5737 Far: 970.E74.9138 Item Informatlon Prcduct: Descriptlon: Oamenslons: Finlsh: Custom TBD Based on fuchitec{s details on A8.11 and 48.12 Wrought lron All metals are subject to vatiation in color, dimensiofl, & shading. Refer to architecrural drawings for d€sign and pattem layout. All maEdal and melhods of conslruction must comdy wilh all applicable fire ard lib safety codes. All materials and conshuciion must be contracl quality. Fabricator b provide strudwally sound produc-t. Any meial parts musl be guaranteed against rust conosion ard scralching. Comments: kd $litertllesignr 216 Main Street, Suite C-t00 Edwards, CO 81632 Phone: 970.96.8200, Far: 970.569.3221 I I I I I I I t I I I I I I I t I I IPage:13.(X I I I I I I I I I I I I I I I I I I t Slifer Desig ns Specifi cation Sheet:MT-5 -ProJecilniormation Name: Gore Creek Place Location: A Unl - UoDer Level Livino Room: B Unit - Both FireDlaces PKliect l,lo.: 8t38 Item Descrlption: Fireplace Ooors Fi6t lssue Date: 1.6.2005 Revlslon Oats: Suggeted Vendor Information Vendor: Address: Contact Phone: Fax: Weltelt Fabrication lnc tzo Gunnison Ave. Della, CO 81416-2836 Gabe Wenhlt,ffi- 970.874.9138 Item lnformatlon Producc Description: Oimensions: Fintsh: Custom TBD 36" wide x 24" high - l inch fixed ftame, 1 1/2" door frame Wrouoht lron Comments:All metals are subiect to variation in color, dimension, & shading. Refer to arcfritecturaldrawings for des'rgn and pattern layout. All material and methods of construclion must comply wilh all applicable fire and life safety codes. All materials and conslruction must b€ conbact quality. Fabricator to provide structurally sound product. Anv metal Darts must be ouaranteed aoainst rust conosion and scratchino. .l . \KC Sfifertl]esigns 216 Main Street, Suite C-100 Edwards, CO 81632 Phone: 970.926.E200, Fax: 970.569.3221 Page:13.05