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HomeMy WebLinkAboutVail Lionshead Filing 1 Block 1 Lot 3 Vail 21 Breeze Ski Rental.pdf TODD 28 November 2007 Mr. Charlie Davis Chief Building Official Community Development Department Town of Vail 75 South Frontage Road Vail, CO 81657 Via email• edavis@vailgoumm RE: V21 Building Fite Resistance Rating Dear Mr. Davis, To accommodate your request to increase the fire-resistance rating of the existing Boor construction above the V21 Vail Breeze to achieve a Type IB classification, a 2 hour rating is required. The existing floor slab is supported by an unptotected, 15/16" deep, 26 gauge corrugated steel form unit with an average concrete cover of 3'/z", which in two is supported by unprotected 12" deep open web steel bar joists Ton center. The main girders and perimeter framing members are already protected with cementious fireproofing. A restrained assembly rating of 2 hours can be achieved using UL Design D780 with a Grace® MK- 6 spray-applied fireproofing 5/8" thick on the corrugated deck, 1" on the beams, and 1 15/16" on the steel joists, which may require wrapping in a metal lath to facilitate application. Please find UL Design D780 attached for your review, and let me know if you need any additional information. Sincerely, 04 1� Paul Todd Todd Architecture Far. Cc: Scott Fricke, Fricke Design Build Steve Boyd, McBoyd Builders Kat Jobanputra, Specialty Sports Venture �3 1523 15 ` a Street Denver Colorado 80202 Voice 303 . 446 . 0460 Fax 866 . 519 . 3953 BXXU�V.D780 - Fire Resistance Ratings - AN 263 Page I of 5 ONLINE CERTIFICATIONS DIRECTORY BXUV.D780 Fire Resistance Ratings - ANSI/UL 263 Page Bottom Fire Resistance Ratings - ANSI/UL 263 See General Information for Rre Resistance Ratings - ANSVUL 263 Design No. 0780 June 06, 2006 Restrained Assembly Rating — 1, 1-1/3, 2 or 3 b Unrestrained Assembly Rating — 1, 1.1/3, Z w 3 I (Sae Item 5) Unrestrained Beam Ratings — 1, 1-1/3, 3 or 311 (See Item 5) Restricted Load Condition — See Rams 4 and 58 Load Restricted for Canadian Applications (1) (2)Guide BXW22 T3} Z 12s. A4 `) (2) ,ar.Lil http://database.ul.com/cgi-bin/XY V/template/LI SEXT/l FRAME/showpage.html?name=... 11/27/2007 BXUV. 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IN .1 :F; -< '11; iir::l�%..k.a•:>:. : <f. ^:!: '.i::.".•t :" �<•r .'1�:' I:ar:` :y.:;¢,. . .t Y:• Y . tit)':�Y5'adre}jY x . • ' >..Pyi�Ef.�:'Y{!r.� .:%.Y .S# •Y ,?J1,. � 'e .A:M1+•' y ,5�. t'1r::::r. I ..Jir , P ii .;: ,r > , tq a..�::n.::..ve.%.vivA4 Y a:,.��:;e`:;£,^::a•s ?ra''r',iS,.m�3.r..��P. �`,�.n:�.:;ra.g l3::.S.ri.p;i^.{:"�,,t'`i,:.,�''+':'i t k{'�y'c w.v;^sPi.ra T;°J)..:i i?A.•v:vv S„l I�;♦.;e.,l�.,a%,:;."a} y.;yk<Y:.t. J.,••. Ni iyl,,•.',y, �k> ;:,>jJ['.; F7::i£!vtv.{t,:>ic9'.;a'e;. .'.�,. 1„�J�J.:. . .);��)y::r.:: : 5,,4 -? �yiiii.:vyi'.`•) ” J .C. Y� ... . . .;.::i.n.K. Y.Si.!i`:a p:?ij Yr.'`J{:�,::: :3,: 11rr�� . .d: n:i!a.a:•.y ��� : :� wi�'�� �� YY:' ' i2'Y .. .. 'i ':e �. , J` y:Jk . ,` 4::.i:i:•. i<..� .y �.`ssr ��.isr<�:.itJS.:�i. 'C;a!�:=*tv:�:i�'.::-.•:i��:..'.'��'{d'w.A:?:'-.'..�:iYKY 't } . . . .� . k 5 1 i `.. ...........nn III::nv. SECTION BwB r , rt > 1 SEE ITEM 5 ....._ 1 . Normal Weight or Lightweight Aggregate Concrete — Normal weight carbonate or siliceous aggregate concrete, 150 plus over minus 3 pcf unit weight, 3500 psi compressive strength, vibrated . Lightweight concrete, expanded shale, clay, or slate aggregate by rotary-kiln method , 110 plus over minus 3 pcf unit weight, 3500 psi compressive strength , 4 to 7 percent entrapped air. 2 . Welded Wire Fabric — 6 x 6 -- W2. 0 X W2 . 0 3 , Steel Floor and Form Units — No. 28 MSG galv corrugated sheet steel minimum . The description and sizes of the corru ated sheet steel units and the max beam spacinq are as follows : Steel Deck Nom Pitch Sheet Steel Max Beam Unit In . In . Gauge MSG Spacing 9/ 16 2- 1/2 28 3 ft, 6 in . 0, C , 15/ 16 3- 3/4 26 5 ft, 0 in , 0 , C . 1 - 5/16 5 26 6 ft, 6 in , 0, C , 1 - 5/ 16 5 24 7 ft, 0 in . 0. C . 1 - 5/ 16 5 22 7 ft, 6 in . 0. C . 1 - 5/ 16 5 20 8 ft, 0 in , O. C . Units welded to each steel beam, 36 welds per 100 sq ft of form units with at least one weld at each side joint. Welding of deck side joint between beams for deck spans ranging between 3 ft, 6 in, and 6 ft, 6 in , O .C. shall be at least two welds of each side joint. Welding of side joints for spans greater than 6 ft, 6 in . O.C. shall be a minimum of three welds of each side joint. Any Manufacturer — Corrugated deck having cross-section similar to above description . 3A . Steel Floor and Form Units — As an alternate to Item 3 , Composite 1 - 1/2, 2, or 3 in , deep galy fluted units , Min gauge is No . 22 MSG . Spacing of welds attaching units to supports shall be at each side of joint and not to exceed 12 in . OC between joints. Adjacent units button punched or welded together 36 in . OC at joints. CANAM STEEL CORP — 36 in , wide Type P-3623 composite. VULCRAFT, DIV OF NUCOR CORP — 24, 30 and 36 in . wide Type 1 . 5VLI ; 24 or 36 in , wide Types 2VLI, 3VLI . Types 1 - SLVI, 2VLI, and 3VLI units may be phos/ptd . WHEELING-PITTSBURGH STEEL CORP, DIV http: //database . ul . corn/egi -bin/XYV/template/LISEXT/ I FRAM E/showpage .htmMame— . . . 11 /27/2007 BXUV . B780 - Fire Resistance Ratings - ANSI/UL 263 Page 3 of 5 OF WHEELING CORRUGATING CO -- Type BW 36 Slotted Deck . 4, Steel Joists — lOKl or 16K2 min size with a max tensile stress of 30,000 psi or 12K3 min size with max tensile stress of 24,000 psi . 4A. As an alternate to Item 4, LH Series joists spanning no greater than 60 ft. For spans greater than 60 ft, deflection under the published total load shall not be greater than 1/277 of the joist span. 413 . Composite Joists — ( Not shown ) — As an alternate to Items 4 and 4A, steel joists designed for full composite action with the concrete slab . Min overall depth 13 in . Min area of joist members shall be 0 . 708 square in . for top and bottom chord angles and 0 .442 square in . for web. Designed in accordance with SJI Specifications for K-Series joists as revised to November 18, 1989 . 4C. Structural Steel Members* — ( Not shown) — As an alternate to Items 4, 4A and 413 — ( Not shown ) — Composite joists with top chord embedded in concrete slab . Welded to end supports. Min area of joist members shall be 0. 708 square in . for top and bottom chord angles and 0 ,442 square in , for web . VESCOM STRUCTURAL SYSTEMS INC — Type V. 4D . Steel Beams — W8x28 min size, As an alternate to steel joists, Items 4, 4A, 46 and 4C . 4E . Horizontal Bridging — ( Not shown ) — Min 1 - 1/4 by 1 - 1/4 by 1/8 in . thick steel angles for use with noncomposite joists ( Item 4). Number and spacing per Steel Joist Institute specifications. Welded to top and bottom chord of the joists. Min thickness of Spray-Applied Fire Resistive Materials on bridging angles is 1 - 1/2 in . 5. Spray-Applied Fire Resistive Materials * — Applied by mixing with water and spraying in no more than one coat to a final thickness as shown below to steel surfaces which must be free of dirt, loose scale and oil . Min avg and min ind density of 15 14 pcf, respectively .. or method of density determination see Design Information Section Sp ra yed Materials . Restrained Unrestrained Unrestrained on Deck on Beam Assembly Assembly Beam Rating Hr Rating Hr Rating Hr 1 1 1 3/8 7/ 16 1 - 1/2 1 1 112 7/ 16 1 - 1/2 1 - 1/2 1 - 1/2 1/2 3/4 2 1 1 1/2 7/ 16 2 2 2 5/8 1 3 1- 1/2 1 - 1/2 1/2 3/4 3 3 3 7/8 1 - 5/ 1 6 Restrained Unrestrained Unrestrained LH Joist Thickness Joist Assembly Assembly Beam 10Ki 10K1 16K2 16K2 Rating Hr Rating Hr Rating Hr more than less than 4 more than less than 4 4 ft OC ft OC 4 ft OC ft OC 1 1 1 1 - 1/8 1 - 1/8 15/ 16 15/16 15/ 16 1 - 112 1 1 1- 5/ 16 1 - 5/16 1 - 5/ 16 1 - 1/4 1 -3/ 16 1 - 1/2 1- 1/2 1 - 1/2 1- 1/2 1 - 5/8 1 -7/ 16 1 - 1/4 1 -3/ 16 2 1 1 1-7/ 16 1 - 7/16 1 -7/ 16 1 -9/ 16 1 - 1/2 2 2 2 1- 1/2 2- 3/ 16 1 - 15/ 16 1 -9/ 16 1 - 1/2 3 1 - 1/2 1 - 1/2 1- 1/2 3- 1/4 2- 13/ 16 2- 1/4 2- 1/8 3 3 3 3- 1/4 3- 1/4 2- 13/ 16 2- 1/4 2- 1/8 ARABIAN VERMICULITE INDUSTRIES — Types MK- 6/CBF, MK-6/ED, MK-6/HY, MK-6/HY Extended Set, MK- 6s . W R GRACE & CO - CONN — Types MK-6/HY , MK -6/HY Extended Set, MK-6s, RG . http : //database . ul . com/cgi -bin/XYV/template/LlSEXT/ 1 FRAME/showpage .htmMame— . . . 11 /27/2007 BXUV . D780 - Fire Resistance Ratings - ANSI/UL 263 Page 4 of 5 GRACE KOREA INC — Types MK-6/CBF, MK-6/ ED, MK-6/HY, MK-6/HY Extended Set, MK-6s . 5A. Spray-Applied Fire Resistive Materials* — Applied by mixing with water and spraying in more than one coat to a final thickness as shown below to steel surfaces which must be free of dirt, loose scale and oil . When steel deck is used, the area between the steel deck and the beams top flange shall be filled . Min avg and min ind density of 22/ 19 pcf, respectively for Types Z- 106, Z - 106/HY and Z- 106/G . Min avg and min ind density of 40/36 pcf, respectively for Z- 146 . Application to steel deck requires the installation of expanded metal lath with Type Z - 146 . See Item 6B. For method of density determination see Desi n Information Section s a yed materials. Restrained Unrestrained Unrestrained on beck on Beam Assembly Assembly Beam Rating Hr Rating Hr Rating Hr 1 1 1 7/ 16 7/ 16 1- 112 1 1 9/ 16 7/ 16 1- 1/2 1 - 1/2 1- 1/2 9/ 16 3/4 2 1 1 9/ 16 7/ 16 2 2 2 5/8 L/4 3 1 - 1/2 1- 1/ 2 9/ 16 3 3 3 7/8 Restrained Unrestrained Unrestrained Joist Thickness Assembly Assembly Beam 10KI 10K1 16K2 16K2 Rating Hr Rating Hr Rating Hr LH more less more less Joist than 4 than 4 than 4 ft than 4 ft OC ft OC OC ft OC 1 1 1 1- 1/8 1 - 1/8 15/ 16 15/ 16 15/ 16 1 - 1/2 1 1 1 - 1 -5/ 16 1 -5/ 16 1 - 1/4 1 - 3/ 16 5/ 16 1- 1/2 1 - 1/2 1 - 1/2 1- 1/2 1 -5/8 1 -7/ 16 1 ° 1/4 1 - 3/ 16 2 1 1 1- 1 -7/ 16 1 -7/ 16 1 -9/ 16 1 - 1/2 7/ 16 2 2 2 1- 1/2 2-3/ 16 1 - 15/ 16 1 -9/ 16 1 - 112 3 1 - 1/2 1 - 1/2 1- 1/2 3- 1/4 2- 13/ 16 2- 1/4 2 - 1/8 3 3 3 3- 1/4 3- 1/4 2- 13/ 16 2- 1/4 2 - 1/8 ARABIAN VERMICULITE INDUSTRIES — Types Z- 106, Z- 106/G, Z- 106/ HY, Z- 146 investigated for exterior use. W R GRACE & CO - CONN — Types Z- 106, Z- 106/G, Z- 106/HY, Z- 146 investigated for exterior use . GRACE KOREA INC — Types Z - 106, Z- 106/G, Z- 106/HY, Z- 146 investigated for exterior use . 56. Alternate Spray-Applied Fire Resistive Materials* — Applied by mixing with water and spraying in more than one coat to final thicknesses as shown in the illustration above and in the table below to steel surfaces which must be clean and free of dirt, loose scale and oil . For minimum and maximum density of: Types MK-6/CBF, MK -6/ ED, MK- 6/HY, MK-6/HY Extended Set, MK-6s see Item 5 ; Z - 1061 Z- 106/G, Z- 106/HY, Z- 146 see Item 5A. Joist thickness Restrained Unrestrained Unrestrained 12K3 * * 12K3 * * Assembly Assembly Beam more than less than Rating Hr Rating Hr Rating Hr 4 ft OC 4 ft OC http : //database . Acom/cgi -bin/XY V/template/LISEXT/ 1 FRAM E/showpage .html ?name= . . . 11 /27/2007 BXUV . D780 - Fire Resistance Ratings m ANSI/UL 263 Page 5 of 5 1 1 1 15/ 16 15/ 16 1 - 1/2 1 - 1/2 1 - 1/2 1 - 1/4 1 -3/16 2 2 2 1 -9/ 16 1 - 1/2 3 3 3 2- 1/4 2 - 1/8 * *Design load shall stress the 12K3 joist to a maximum tensile strength of 24,000 psi, which represents 800/a of the maximum allowable design loading . Based on the Steel Joist Institute (SJI ) Publication, "Catalog of Standard Specifications and Load Tables for Steel Joists and Joist Girders" for guidance on how to increase the design loading accordingly. ARABIAN VERMICULITE INDUSTRIES — Types MK- 6/CBF, MK -6/ED, MK-6/HY, MK-6/HY Extended Set, MK-6s, Z- 1061 Z- 106/G, Z- 106/HY, Z- 146 investigated for exterior use . W R GRACE & CO - CONN — Types MK-6/ HY, MK-6/HY Extended Set, MK- 6s, RG , Z- 106, Z - 106/G, Z - 106/ HY, Z- 146 investigated for exterior use . GRACE KOREA INC — Types MK- 6/CBF, MK-6/ED, MK-6/HY, MK-6/HY Extended Set, MK-6s, Z- 106, Z- 106/G, Z - 106/HY, Z- 146 investigated for exterior use . 6. Metal Lath — ( Optional ) — Metal lath may be used to facilitate the spray application of spray-applied resistive materials to steel bar joists and trusses. The diamond mesh , 3/8 in . expanded steel lath , 1 .7 to 3 .4 lb per sq yd is secured to one side of each steel joist with No, 18 SWG galy steel wire at joist web and bottom chord members, spaced 15 in . OC max . When used , the metal lath is to be fully covered with spray-applied resistive materials with no min thickness requirements . 6A. Nonmetallic Fabric Mesh — (Optional , not shown ) — Glass fiber mesh weighing approx 1 . 25 oz per sq yd , polypropylene fabric mesh, weighing approx 1 . 25 oz per sq yd or equivalent, may be used to facilitate the spray application. The mesh is secured to one side of each joist web member. The method of attaching the mesh must be sufficient to hold the mesh and the spray-applied resistive materials in place during application until it has cured . An acceptable method to attach the mesh is by embedding the mesh in min 1/4 in . long beads of hot melted glue . The beads of glue shall be spaced a max of 12 in . OC along the top chord of the bar joist. Another method to secure the mesh is by 1 - 1/4 in. long by 112 in. wide hairpin clips formed from No. 18 SWG or heavier steel wire . 6B . Metal Lath — (Not shown ) — ( Required with Z - 146, Sonophone 35, and Monokote Acoustic 35, otherwise optional) — Metal lath shall be 3/8 in . expanded diamond mesh, weighing 2 . 5 lb per sq yd . Secured to underside of steel deck with No. 12 by 3/8 in . pan head self-drilling , self-tapping screws and steel washers with an outside diam of 1/2 in . screws spaced 12 in . OC in both directions with lath edges overlapped approx 3 in . 7. Shear Connector — Studs — Optional — ( Not shown ) — Studs 3/4 in . diameter by 3 in . long headed type or equivalent per AISC specifications. Welded to the top flange of beam through the steel form units. *Bearing the UL Classification Mark Last Updated on 2006-06-06 Questions? Notice of Disclaimer Page Top Copyright© 2007 Underwriters_Laboratories Inc, @ The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow-Up Service. Only those products bearing the UL Mark should be considered to be Listed and covered under UL's Follow-Up Service , Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions : 1 . The Guide Information , Designs and/or Listings (files) must be presented in their entirety and in a non-misleading manner, without any manipulation of the data ( or drawings) , 2 . The statement "Reprinted from the Online Certifications Directory with permission from Underwriters Laboratories Inc. " must appear adjacent to the extracted material . In addition, the reprinted material must Include a copyright notice in the following format : "Copyright 2007 Underwriters Laboratories Inc. @" Aii i !-I(I ) 9011601 vrC. anizeti011 vJorKiod iur 1 afe. r :vo ' Id vrilh in1eij it7 , I1rl CIJIc11 a I d Knn raledJJ http ://database . ul . com/egi -bin/XYV/template/LISEXT/ I FRAME/showpage . html ?name= . . . 11 /27/2007 SECTION 09110 METAL STUD FRAMING N M GENERAL NOTES ABBREVIATIONS SPECIFICATIONS 1.1 SUMMARY SlCTION0ALLS � N 0S 1,1 SUMMARY SPLCIAL WALL SURFACING A Section Includes; (Fiberglass Reinforced Plastic Panels) 0 , 1,Formed metal stud framing at Interior locations, 2,Framing accessories, PART 1 GENERAL r• iECTION 00111 8,Related Sectlonss 1,1 SUMMARY 1. THE CONTRACTOR IS RESPONSIBLE FOR THE PAYMENT FOR AND ACQUISITION OF ALL REQUIRED PERMITS q CENTERLINE MECH MECHANICAL STANDARD STEEL FRAMES 1,Sedlon 06110-Wood Framing;Rough wood blocking withln stud framing, Section Includes:Special wall surfaces,Including fiberglass reinforced plastic wall and calling panels, -O 9 2,Section 06200-Finish Carpentry, Generals Standards listed by reference,including revisions by Issuing authority,form a part of this specification section to extent Indicated.Standards listed are AND FEES ASSOCIATED WITH HIS/HER PORTION OF THE PROJECT, FART 1 GENERAL 3,Section 09260-Gypsum Board Assemblies Identified by Issuing authority,authority abbreviation,designation number,title or other designation established by Issuing authority,Standards subsequently a (E) EXISTING MFR. MANUFACTURER C.Reference:All metal stud construction shall comply with the"Specifications forthe Design of Cold Formed Steel Structural Members referenced herein are referred to by Issuing authority abbreviation and standard designation, .,Q MIN. MINIMUM 1.1 SUMMARY "Amedcon Iron and Steel InstRute",AISI Current Edition ASTM D2583 Standard Test Method for Indentation Hardness of Rigid Plastics by Means of a Barcol Impressor, 0 00 2. THE CONTRACTORS SHALL CONFIRM THE LOCATION OF ALL EXISTING UTILITIES AND COORDINATE THE A.Section Includes: 1.2 SYSTEM DESCRIPTION ASTM D5319 Standard Specification for Glass-Fiber Reinforced Polyester Wall and Ceiling Panels, O A.F.F. ABOVE FINISHED FLOOR MISC, MISCELLANEOUS 1.Non-rated and fire rated rolled steel frames, A.Metal stud framing for Interior walls,with acoustic Insulation specified In Section 07213 and gypsum board specified In Section 09260, ASTM E84 Standard Test Method for Surface Burning Characteristics of Building Materials, INSTALLATION OF ALL NEW UTILITIES AND METER LOCATIONS WITH THE UTILITY COMPANY OR e,Related Sedlons: 1.3 QUALITY ASSURANCE 1,2 SYSTEM DESCRIPTION V GOVERNMENTAL AUTHORITY HAVING JURISDICTION OVER THE PROJECT, A.P. ACCESS PANEL 1.Sedlon 08112-Standard Steel Doom, A.Perform Work to ASTM C840, Performance Requirements Provide fiberglass reinforced plastic(FRP)panels which have been manufactured and installed to maintain performance criteria . U� ADJ. ADJUSTABLE N.T.S. NOT TO SCALE 2,Sedlon 08210:Wood Doors, stated by manufacturer without defects,damage orfallure. L 3,Sedlon 08710•Door Hardware, PART 2 PRODUCTS 1,3 SUBMITTALS 3. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO THOROUGHLY REVIEW AND BECOME FAMILIAR WITH ALL ARCH, ARCHITECTURAL .Section 09910-Paints and Coatings:Field painting of frames ACCEPTABLE MANUFACTURERS Generals Submit listed submittals In accordance with Conditions of the Contract and Division 01 Submittal Procedures Section, O.A.OOVERALL 1,2 QUALITY ASSURANCE A.U S.Gypsum Company, Product Data:Submit product data,Including manufacturer's SPEC-DATA®produd shoot,for specified products. C PERTINENT DOCUMENTS AVAILABLE REGARDING THE CONSTRUCTION OF THIS PROJECT. ANY AMBIGUITY OR A.SDI-100-Standard Stool Doors and Frames 4) O.C, ON CENTER 8,National Gypsum Company, Shop Drawings:Submit chop drawings showing layout,profiles and product components,including anchorage,accessories,finish colon,patterns and textures ,r DISCREPANCY DISCOVERED IN THE DOCUMENTS SHALL BE IMMEDIATELY REPORTED TO THE ARCHITECT WHO BLDG. BUILDING B.DHI,Door Hardware Institute,The Installation of Commercial Steel Doors and Steel Frames,Insulated Steel Doors In Wood C.Dale Industries. Indicate location and dimension of joints and fastener attachments . a 0 OH, OVERHEAD Frames and Builder's Hardware, D.Substitutlonss To requirements of Division 1, Samples:Submit selection and vorlNcation samples for finishes,colors and textures, ` s SHALL MAKE CLARIFICATIONS AND INTERPRETATIONS IN ATIMELY MANNER. THE CONTRACTOR'S FAILURE TO BLKG, BLOCKING C.Fire Rated Door,and Frame Constructions ASTM E152, STUD FRAMING MATERIALS Submit 3 Inch x 31nch samples of each surface and color required, DISCOVER AND NOTIFY THE ARCHITECT OF SAID AMBIGUITY OR DISCREPANCY PRIOR TO THE START OF OPG. OPENING D.Barrier-Free:ANSI Al 17,1. A.Studss ASTM 0645,eledro-galvanlzed,non-load bearing Submit 3 Inch samples of each trim profile and trim color required, t ' , ) 4'•' `fit' BM. BEAM 1.3 SUBMITTALS rolled steel,channel shaped,punched for utility access,as follows: 1.4 QUALITY ASSURANCE , O CONSTRUCTION SHALL NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY RELATING TO THE MATTER, BOT, BOTTOM A,Submit shop drawings and produd data to requirements of Sedlon 01300, 1.Width:as noted on drawings Qualificatlonsr t P.S.F, POUNDS PER SQ. FT. B,Indicate on shop drawings,frame configuration,anchor types,and spacings,location of cutouts for hardware,reinforcement,and 2.Thickness;20 gauge minimum Installer Quallficatlonss Installer should be experienced In performing work of this section and should have specialized In Installation of work similar to that y., BRG, BEARING inish. B,Runners-Of some material and finish as studs,bent leg retainer to receive studs required for this project, 4. CHANGES OR DEVIATIONS FROM THE DOCUMENTS MADE BY THE CONTRACTOR OR THEIR SUPPLIERS P.S.I.PSi POUNDS PER SQ. IN. C,Provide product data on standard frame construction and frame anchors, f, ',,� s N 4 � � BSMT, BASEMENT C,Furring and Bracing Members,Of same material and finish as studs,thickness to suit purpose, 1,5 DELIVERY,STORAGE&HANDLING + WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT,ARE UNAUTHORIZED CHANGES TO THE WORK AND AS P.WD, PLYWOOD D.Fasteners-Self drilling,self tapping screws of length not less than thickness of finish material plus Inch, Generals Comply with Division 01 Product Requirements Section, I • ., n ,� - " SUCH SHALL RELIEVE THE ARCHITECT OF ALL RESPONSIBILITY FOR THE CONSEQUENCES ARISING THEREFROM, PL. PLATE PART 2 PRODUCTS E.Anchorage Devices for concrete:Powder ddven, Ordering:Comply with manufacturer's ordering instructions and lead time requirements to avoid construction delays, l 4- M CLG, CEILING 2.1 ACCEPTABLE MANUFACTURERS P.Minor,Zinc oxide touch-up for galvanized surfaces, Doliverys Deliver materials In manufacturer's original,unopened,undamaged containers with identification labels Intact,Package sheets on skids or pallets LO 0 COL, COLUMN PNT. PAINT ED A Caoo Door Produds, for shipment to project site f ,, r+ M ( ) B,Stoelcraft. PART 3 EXECUTION Storage and Protection:Store materials protected from exposure to harmful weather conditions and at temperature and humidity conditions recommended " 5. PRIOR TO BEGINNING ANY NEW WORK OR INSTALLATION,IT IS THE CONTRACTORS RESPONSIBILITY TO CONC. CONCRETE PT PRESSURE TREATED C.Fenestra 3,1 ERECTION by manufacturer, INSPECT PREVIOUSLY INSTALLED WORK AND/OR SUBSTRATE AND VERIFY THAT ALL SUCH WORK IS D.Amwold A.Align and secure top and bottom runners at 24 Inches o c. Store products Indoor and protect from moisture,construction traffic and damage, ''` N sU CONT, CONTINUOUS E.Republic B,Fit runners under and above openings,secure Intermediate studs at spacing of wall studs. Store panels flat on dean,d surface Do not stand on edge or stock on fresh concrete or other surfaces that emit moisture _ , ,'_ SATISFACTORY AND COMPLETE TO THE REQUIRED LEVEL OF ACCEPTANCE TO ALLOW FOR THE START OF R. RISER F,substitutions:To requirements of Division 1, g p " g - in O CTR, CENTER R.O. ROUGH OPENING 2,2 MATERIALS C.Install studs vertically of 1 6 Inches a,a unless otherwise noted on drawings Align stud web openings, Store panels at least 24 hours with temperature and humidity conditions approximating the average environment of the flnlahod room, � � �� -�,_%.� � SUBSEQUENT WORK,THE COMMENCEMENT OF ANY WORK SHALL INDICATE THAT ALL PREVIOUSLY INSTALLED D,Secure studs to tracks.Brace stud framing system and make rlgld, Handling:Remove foreign matter from face of panel by use of a soft bristle brush,avoiding abrasive action, L, WORK AND/OR SUBSTRATE WAS FOUND TO BE ACCEPTABLE AND INSTALLED ACCORDING TO INDUSTRY A.Exterior Promosi minimum 14 gauge material,base metal thickness, E.Stud splicing Is y pp g g opposite directions to form a box section with overlap length a minimum of 1/15 1.6 PROJECT CONDITIONS RAD, RADIUS p g permissible b oveda in with flanges In a DBL. DOUBLE 8,Interior Promos:minimum 16 gauge material,base metal thickness, of wall height,Where wall height exceeds 1 61,wall shall be braced with diagonal studs at a maximum spacing of 8'0 C.from top 1/3 point Environmental Raquiromentss STANDARDS. ANY WORK FOUND TO BE IN UNACCEPTABLE CONDITION SHALL BE REMOVED AND REPLACED AT DET. DETAIL RE REFERENCE C.Bumpers Resilient tubber, of wail to roof structure, Installation shall not begin until building Is enclosed,permanent heating and cooling equipment Is In operation and residual moisture from plaster, D,Glazing Stops:Rolled steel channel shape,mitered comers;prepared for countersink style tamperproof screws, P.Construd comers using minimum three studs.Double stud at wall opening,door and window lambs,not more than 2 Inches each side of concrete or terrazzo work has dissipated, NO ADDITIONAL COST TO THE OWNER OR TENANT. DIA. DIAMETER REV. REVISE (D), REVISION E.Bituminous Cooling,Fibered asphalt emulsion, openings, During installation and for not less than 48 hours before,maintain an ambient temperature and relative humidity within limits required by type of adhesive DIM, DIMENSION RFL. REFLECT ED IVE P.Primer:Zinc chromate typo, G,Coordinate erection of studs with requirements of door and window frame supports and attachments, used and recommendation of adhesive manufacturer C Di, ( ) ( ) 2,3 FABRICATION H,Coordinate Installation of bucks,anchors,and blocking with electrical and mechanical work to be placed In or behind stud framing Provide ventilation to disperse fumes during application of adhesive as recommended by adhesive manufacturer, O� 6. THE CONTRACTOR(S)SHALL VISIT THE PROJECT SITE PRIOR TO ESTIMATING THE COST OF THE SCOPE OF DN. DOWN RM. ROOM A.Fabricate frames as welded unit type, I.Blocking and Reinforcement:Secure to studs,Install for support of plumbing fixtures,toilet partitions,wall cabinets,toilet accessories, Field Measurements:Verify actual measurements/openings by field measurements before fabrication;show recorded measurements on shop drawings, '9 WORK AND PRIOR TO ORDERING OR FABRICATING MATERIALS OR BEGINNING ANY CONSTRUCTION RELATED S.Mullions for Double Doors:Fixed type, hardware,etc, Coordinate field measurements and fabrication schedule with construction progress to avoid construction delays, Q DR. DOOR C,Fabricate frames with hardware reinforcement plates welded In place. J Refer to Drawings for location of partitions extending to coiling only,and partitions extending through tolling to structure above Maintain 1.7 WARRANTY ACTIVITIES FOR THE PURPOSE OF BECOMING COMPLETELY FAMILIAR WITH THE SITE AND ALL EXISTING DWGS DRAWING SEC. SECTION D,Reinforce fra mes wider than 48 Inches with roll formed stool channels fitted tightly Into frame hood,flush with top clearance under structural building members to avoid deflection transforto studs.Provide extended log selling runners. Project Warranty:Refer to Conditions of the Contend for project warranty provisions, CONDITIONS WHICH MIGHT IMPACT THE COST OF,OR PERFORMANCE OF THE SCOPE OF WORK. SHT. SHEET E.Provide three single silencers for single doom and mullions of double doors on strike side,and two single silencers on frame K Coordinate placement of acoustic Insulation in multiple stud spaces made Inaccessible after stud framing erection. Manufacturer's Warranty:Submit,for owner's acceptance,manufacturer's standard warranty document executed by authorized company official,Manufacturer's -Q�Oq head at double doors without mullions, END Op SECTION warranty Is In addition to,and not a limitation of,other rights Owner may have under Contract Documents, C S Opp E EXISTING SIM' SIMILAR F.All labeled formes shall have the appropriate metal Identification label permanently attached. I 1.8 MAINTENANCE PAU 1. 7.ALL CONSTRUCTION IS TO BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE CODES AND THE ( ) SPEC. SPECIFICATION G,Provide frames with a minimum of three anchors per Iamb as required forthe adjoining wall construction,Masonry anchors SECTION 09910 Extra Materials:Doliverto Owner extra materials from same production tun as products Installed Package products with protective covering and Identify with REQUIREMENTS OF ALL REGULATORY AGENCIES HAVING JURISDICTION OVER THE PROJECT. UNDER NO EA. EACH shall be 1/8 galvanized"T"shaped with 21x 16"leg extending Into masonry,Stud anchors shall be not lass than 18 gauge steel PAINTS AND COATINGS descriptive labels.Comply with Division of Closeout Submittals(Maintenance Materials)Section, (0`01 SQ, SQUARE 2,4 FINISH CONDITION DOES THE ARCHITECT HAVE RESPONSIBILITY FOR THE MEANS OR METHODS USED BY THE EL. ELEVATION A,Exterior Units;one coat of baked on rust Inhibiting primer on all surfaces plus one coat of bituminous paint on concealed PART 1 GENERAL PART 2 PRODUCTS l.1 STL. STEEL g Ifaces. nitu rust Inhibiting primer on, A.SedlSUMMARY ludeas A,1 ACCEPTABLE AN Inc,orapprwed equal CF SFD PRG� CONTRACTOR IN THE PERFORMANCE OF THE WORK OR FOR CONDITIONS 4F SAFETY AT THE JOB SITE. ELEC, ELECTRICAL STD. STANDARD N EQ. EQUAL 1,Surface preparation. Color:1114 almond STR. STRUCTURAL PART 3 EXECUTION 2,Surface finish schedule at end of section, Slzo: 8. THE CONTRACTOR SHALL COORDINATE ALL FINISHES,MATERIALS,AND COLORS WITH THE ARCHITECT, EXT. EXTERIOR 3,1 INSTALLATION 1.2 ENVIRONMENTAL REQUIREMENTS Wall Panel Widths 48 Inches(1,2 m), GENERAL CONTRACTOR,OWNER AND TENANT. EWC ELECTRIC WATER COOLER A,Install frames to SDI 100 A.Provide continuous ventilation and heating facilities to maintain surface and ambient temperatures above 45 degrees P for 24 hours before, Wall Panel Lengths Provide full-length panels unless substrate dimensions exceed available fabricated size "Coordinate with masonry and gypsum wallboard contractors for Installation, during and 48 hours after application of finishes. Moldingu Provide harmonizing PVC(polyvinyl chloride)moldings In 1114 almond T-HOL D THRESHOLD END OF SECTION Rivals:Nonstaining nylon drive rivets;match panel colon and length to suit project conditions, 9.ALL EXPOSED STEEL SURFACES THAT ARE WELDED ARE TO BE GROUND SMOOTH,PRIMED AND PAINTED. F.D. FLOOR DRAIN T. TREAD 2 PRODUCTS 2.2 ACCESSORY MATERIALS SECTION 08210 2.1 ACCEPTABLE MANUFACTURERS: Adhesives Structural construction adhesive as recommended by adhesive manufacturer, FDN. FOUNDATION T.0 TOP OF CONCRETE WOOD DOORS A.Benjamin Moore and Co,(BM)as specified on decor plan, Sealant-Clearsilicone sealant as recommended by sealant manufacturer. I O.DIMENSIONS OF AND FROM EXISTING CONDITIONS HAVE BEEN TAKEN FROM EXISTING DRAWINGS AND/OR FIN s,Other Manufactures if specifically Identified on Decor Plan, FIELD MEASUREMENTS. ALL EXISTING DIMENSIONS ARE TO FINISH FACE UNLESS NOTED OTHERWISE ON , FINISH T,O.0 TOP OF CURB FLR, FLOOR(ING) T.&G. TONGUE AND GROOVE t,1 SUMMARY 2.2 MATERIALS PART EXECUTION 'h PART 1 GENERAL A.Compatlbllhys Provide primers,finish coat materials,and related materials that ore compatible with one another and the substrates 3,1 MANUFACTURER'S INSTRUCTIONS 'i J DRAWINGS. THE CONTRACTOR(S)SHALL FIELD VERIFY ALL DIMENSIONS PERTAINING TO THE EXISTING A.Section Includeas indicated under conditions of service and applications demonstrated by the manufacturer based on testing and field experience, Compliance-Comply with manufacturer's product data,Including product technical bulletins,product catalog Installation instructions and produd carton 40 FT. FOOT OR FEET T,O, TOP OF WALL B,Paints:Ready mixed except field catalyzed coatings;good flow and brushing properties;capable of drying or curing free of streaks or saps. Instructions for Installation CONDITIONS INCLUDING ALL WORK ALREADY IN PLACE PRIOR TO ORDERING OR FABRICATING MATERIALS, Pre-fit,pre•machlned and pre-finished non-rofed and firo-rated flush wood doors and related accessories ' ` ' FTG, FOOTING T.O.S. TOP OF STEEL B.Related Sectlonu C.Palnf Accessory Materials:Linseed all,shellac,turpentine,and other materials,of commercial quality, EXAMINATION tf� AND PRIOR TO START OF CONSTRUCTION. 1,Stated 06100-Rough Carpentry D.Gypsum Drywall Primen White,Interior,latex-based primer, Site Verification of Conditions:Verify that substrate conditions,which hova been previously Installed under other sections,are acceptable for product FURR. FURRING TYP. TYPICAL 1,BM-Moore's Latex Quick-Dry Prime Seal#201 Installation In accordance with manufacturer's instructions, 2,Section 06405•Wood Frames Woodwork 2,PPG:6.2 Qulck•Dry Latex Primer Sealer Examine back-up surfaces to determine that comers are plumb and straight,surfaces are smooth,uniform,dean and free from foreign matter,nails are FUT. FUTURE 3,Section 06460•Wood Metal 3,P&L latex Wall Primer Z30001 countersunk,and Joints and cracks are filled flush and smooth with the adjoining surface, 11, I F, DURING THE COURSE OF ANY REQUIRED DEMOLITION WORK PERFORMED BY THE CONTRACTOR(S), 4,Sedlon 08110•Hollow Meta)Doors and Frames 4,SW,ProMar 200 Latex Primer Sealer, Examine substrates to receive panels to ensure that surfaces are smooth,dry,true and free of din and dust, 0 OWNERS,OR OTHERS UNDER THE TERMS OF THE SUBCONTRACT OR OTHER AGREEMENT HAZARDOUS WASTE U.L. UNDERWRITERS 5,sadion 08710-Hardware GYP, BD. GYPSUM BOARD E.Ferrous Metal Primers:Synthetic,quick-drying,rust.Inhibiting pdmers, Do not begin Installation until back-up surfaces are In a satisfactory condition, IS ENCOUNTERED,SAME SHALL BE REMOVED AND DISPOSED OF AS REQUIRED BY THE AUTHORITIES HAVING LABORATORIES 6,Section 08810•Glazing 1.BM-Ironclad RetardoRust-InhlbBive Point#1 63 3,2 PREPARATION GA. GAUGE 7.Sedion 09910•Painting 2,PPG:6.208 Red Inhibitive MetalPrimer. Surface Preparation,Clean and dry substrate 0 JURISDICTION OVER THE PROJECT, THE ARCHITECT AND GENERAL CONTRACTOR IS NOT KNOWLEDGEABLE OF U.N.C. UNLESS NOTED OTHERWISE 1.2 REFERENCES LM A.AM•Architectural Woodwork Institute,8th Edition. 3,P&L;Effacto Rust-Inhibiting Primer, 3,3 INSTALLATION THE EXISTENCE OF HAZARDOUS WASTE AND SHALL NOT BE HELD RESPONSIBLE FOR THE EXISTENCE OR 4,SWr Kem Kromlk Metal Primer B50N2/B5OW1, Fiberglass Reinforced Panel(FRP)Installation,B,WDMA-Window and Door Manufaduren Association:I S.1A-04 Industry Standard for Architectural rb sus H.C. HANDICAPPED F,Galvanized Metal Prlmerss Cut and drill panels with carbide tipped saw blades or dell bits,or cut with snips, REMOVAL OF HAZARDOUS WASTE, UNF. UNFINISHED Wood Flush Doors, 1,BMs ironclad Galvanized Metal Latex Primer#155, Install panels with manufodurer's recommended gap for panel field and comer Joints 0 HGT. HEIGHT C.NFPA-80 Standards for Fire Doors, 2.PPGs 6.215/216 Speedhlde Galvanized Stool Primer. Predrill fastener holes In panels with 1/8 Inch(3 2 mm)oversize. ( ) D.Uniform Building Code,UBC 7.2 1997,Fire Test of Door Assemblies, 3,P&L,P&L Interior Trim Primer, Fortrowel type and application of adhesive,follow adhesive manufacturer's recommendations, �✓ 12, THE CONTRACTOR(S)SHALL KEEP PREMISES FREE FROM ACCUMULATION OF WASTE MATERIALS AND DEBRIS, HOP. HORIZONTAL VERT. VERTICAL E.Hardwood Plywood&Veneer Association 4,SW Galvlte B50W3, U%Imp products acceptable to panel manufacturer,Install FRP system In accordance with panel manufacturer's printed Instructions Comply with panel "%_,I .,_ P.Steel Door Institute, C,Interior Enamel Undercoats manufacturer's Installation Guide#2503. ,f 11 HVAC. HEATING,VENTILATING 1,3 SUBMITTALS 1,BM,Moore'sAlkycl EnamelUnderbody#217, 3,4 CLEANING q„FJ s 13.ALL DIMENSIONS OF NEW WALLS ARE TO FACE OF FRAMING UNLESS NOTED OTHERWISE ON DRAWING, AND AIR CONDITIONING W R. WATER RESISTANT A.Shop Drawings and Product Data; 2,PPG,b•b Speed hide Quick-D Enamel Undercoater, Cleanln Remove temporary coverings protection of adjacent work areas,Repair or replace damn ed Installed products.Clean Installed products In j;;° <<' _ `` L Submit In accordance with Section 01330, P ry g' P ry g P p g p P '` v W/ WITH 2,Indicate enerol construction, olntln methods,hardware light and louver profiles,and locations 3,P&L-Interior Urn Primer, accordance with manufacturer's Instructions prorto Owner's acceptance,Remove construction debris from project site and legally dispose of debris. � , S > INS. INSULATION p 'l g g P 4.SW ProMar 200 Alkyd Seml-Gloss Enamel 834W200. Remove any adhesive or excessive sealant from panel face using solvent or cleaner recommended by panel manufacturer, I, 't' t� 14, DO NOT SCALE THE DRAWINGS IF QUESTIONS ARISE AS TO DIMENSIONAL REQUIREMENTS CONTACT THE of cut-outs for glass and louvers. ,ice ? . DRAWINGS, r H.Interior Flat Alkyd Paints Remove sae s and debris from the site and leave In a neat and dean condition, /, 1 �# INT. INTERIOR B.Samples, P fE I . I � W ARCHITECT FOR CLARIFICATION, WD. WOOD T,As specified on Decor sheets Protectlonr Protect installed product and finished surfaces from damage during construction, 1,Submit samples of wood veneer and factory finishing in accordance with WDMA Industry K Fr h Intonor5emi GloasAlkyd Enamels END OF SECTION r � sue.. WIN. WINDOW C,Certifications Section p 4, J , 1,As specified on Decor sheets t C,Cediflcatlom J.Inferior Gloss Alkyd Enamels �� f � " � III L 15, ITEMS OF EQUIPMENT OR CONSTRUCTION NOTED N.I.C.ARE NOT TO BE PROVIDED UNDER THE LAM, LAMINATE 1,Submit certification that doors and frames comply with UBC 7.2 1997, 1,As specified on Decor sheets r S r t • e •'� CONTRACT,AND UNLESS NOTED OTHERWISE SHALL BE FURNISHED AND INSTALLED BY OWNER'S SEPARATE D,Guarantee: �Y Id 1, V CONTRACT. 1.Submit copy of manufacturer's standard guarantee with submittal documentation. PART 3 EXECUTION PROJECT DESCRIPTION / 1.4 QUALITY ASSURANCE r ti„ Buell Master Specification Wood Doors 3.1 EXAMINATION 08/30/00 09210.2 A.Verfy that surfaces are ready to receive work as Instruded by the product manufacturer for the varlous types of flnishes specified, It 16,ALL MATERIALS FIXTURES AND EQUIPMENT PROVIDED UNDER THIS CONTRACT ARE TO BE PROVIDED IN s,MlnlmumApplicationTemperoturesforLatexPalnisa Q I MATERIALS, A,Fire-Rated Wood Doors:Provide wood doors which are Identical In materlals and construction to units d , NEW CONDITION WITH FULL MANUFACTURER'S WARRANTY UNLESS NOTED OTHERWISE AN ARE TO BE D RAW I N G INDEX Inferiors um degrees F.Exterior tudegrees F, s ^, tasted In door and frame assemblies In accordance NFPA 252 and which are labeled and listed for ratings Indicated by ITS-Wamodc Haney,UL or other Costing ADDRESS ; L �{/ WARRANTY, r C,Minimum Application Temperature forVamlahand transparent Finishew 65 depress P. STORED AND INSTALLED PER THE MANUFACTURER'S SPECIFICATIONS. DAMAGED ITEMS SHALL BE REPLACED AT and Inspection agency acceptable to authorities having jurisdiction, D.Measure moisture content of surfaces using on electronic moisture motor,Do not apply finishes unless moisture content of surfaces are V21 BUILDING ( ( —C 1.Doom Comply with UBC 7.2 1997 when required, below the recommended maximum, I I I y NO ADDITIONAL COST TO THE OWNER. 2,Provide concealed Intumescents required in compliance with UL-10C. 521 EAST LIONSHEAD CIRCLE E Beginning of installation means acceptance of site conditions, g GENERAL B.WDMA I.S.1A-04 Industry Standard utilized for determination of performance duty levels for door,core,construction,finish,and other requirements, 3,2 PREPARATION VAIL,CO 81657 i ' I✓ C.Tomperoture Rise Rating:At stairwell enclosures,provide doors which have Temperature Rise A.Correct minor derfacts and deficiencies In surfaces which affect work of this section, g k . 0 17, PROVIDE WATER RESISTANT SHEET ROCK AT ALL APPLICATIONS WHICH MAY BE SUBJECT TO THE ADVERSE A100 PROJECT INFORMATION Rating of 250 degrees P maximum in 30 minutes of fire exposure, 1,4 PRODUCT HANDLING 3.3 APPLICATION l i � I I EFFECTS OF MOISTURE, A,Follow guidelines of WDMA Indust Standard Section J-1:Provide individual plastic wrap,and rated wood doors during transit storage and handling to A.Apply products to manufadures's Instructions, LEGAL DESCRIPTION .rl Is ...I g io P p. P g 9 g S.Paint all exposed to view surfaces, ARCHITECTURAL prevent damage,lolling or deterioration. PART OF LOT 3, BLOCK 1,VAIL/LIONSHEAD, FIRST FILING, PARCEL 21006403001.31 ;I +• C,Sand lightly between oasts to achieve required flnlsh, t , pr{/ B Follow guidelines of AWI Section 100•T•-11 and Product Advisorys Building must be acclimated to operational humidity and temperature priorto delivery of c ,� H 18, INSTALL PORTABLE FIRE EXTINGUISHERS PER LOCAL CODE. LOCAL FIRE MARSHALL TO CONFIRM LOCATIONS A}6i'f►► FLOOR PLANS D,Do not applyfinishesto surfaces that are not dry. e pre-flnlahod doom and associated millwork products, t s f'r 1.5 GUARANTY/WARRANTY E,Where clear finishes are required,tint fillers to match PROJECT SCOPE WITH GENERAL CONTRACTOR, wood Work fillers Into the grain before set Wipe excess from surface, � 1 t r LLJ ELECTRICAL A.Guarantee-Provide manufacturer's guarantee for all wood doors Doors exhibiting defects In materials orworkmanship including warp and dolaminatlon within F.Back prime e#eriorwood work with exterior primer paint, THIS PROJECT CONSISTS OF INTERIOR TENANT IMPROVEMENT WORK ON ONE LEVEL OF AN EXISTING " � ,U 19, NORTH ARROWS AS DEPICTED ON DRAWING SET ARE FOR PROJECT REFERENCE ONLY.CONTRACTORS ARE guarantee an period shall be replaced(including hanging and finishing)with new doom.These forms shall be pan of the manufacturer's standard warranty, E000 ONE LINE, NOTES AND SCHEDULES B.Guaranteepadods Lite Timeofodpinol Inatallatlon, G.Back prime lnfedorwood work with pdmersealer pctint, STRUCTURE. THE WORK DOES NOT INVOLVE A CHANGE OF USE, THE SCOPE OF WORK INCLUDES �'� �'�` 1�" r 3,4 MECHANICAL AND ELECTRICAL EQUIPMENT \� a. :' . s'' �' RESPONSIBLE FOR VERIFYING ORIENTATION OF PROJECT SITE AND SCOPE OF WORK TO BE COMPLETED PRIOR E100 ELECTRICAL PLAN A.Remove finished louvers,grilles,covers,and access panels on mechanical and electrical components from location and paint separately, NON-STRUCTURAL DEMOLITION, RE-WIRING FOR NEW ELECTRICAL FIXTURES AND DATA LINES, NEW I �� "I _ ,' ' N PART 2 PRODUCTS 4 �` 2.1 ACCEPTABLE MANUFACTURERS Finish paint primed equipment to to match adjacent work, PAINT AND INTERIOR FINISHES AND NEW DISPLAY COUNTERS AND FIXTURES ~f * �, TO START OF WORK, A.Buell Door B,Prime and paint insulated and exposed pipes,conduit,boxes,Insulated and exposed duds,hanger,brackets,collars and supports,to match °� ,,. ,/ se MECHANICAL B.Eggers Induslde m adjacent work except where Items are preflnlshed, ?/ 6. 20.AN ASBESTOS INSPECTION REPORT HAS BEEN PREPARED FOR THIS PROJECT WHICH CONTAINS ABATEMENT M100 MECHANICAL SCHEDULES AND SPECIFIC TIONS C,Algoma Hardwoods, C.Paint rd hearngrfabinet air t are,convector and ,_.;• D.Approved substitutions baseboard hearing cabinets that are visible through grilles and louvers with one coat of flat black paint,to limit of sight line.Paint dampen, INFORMATION.THIS REPORT IS AVAILABLE IN HARD COPY AND/OR ELECTRONICALLY FROM FRICKE DESIGN M200 MECHANICAL PLAN except fire-rated,exposed behind louvers,grilles,convector and baseboard cabinets to match face panels, C 2.2 MATERIALS D.Point exposed conduit and electrical equipment occurring in finished areas,Color and texture to match adjacent surfaces, REGULATORY INFORMATION F O RMAT I O N BUILD, CONTRACTORS ARE RESPONSIBLE TO OBTAIN REVIEW AND IMPLEMENT ALL ABATEMENT MEASURES IN A.Door Performance Duty Level:WDMA L5,1A-04,Section P-1,Extra Heavy Duty, —0 OBTAIN, r E.Paint both sides and edges of plywood badcboatda for �. THIS REPORT PERTAINING TO THEIR SCOPE OF WORK. PLUMBING Door Aesthetic Grade:Premium, electrical equipment before Installing equipment. P100 PLUMBING PLAN AND SPECIFICATIONS S.Door Constructions 1,Non-Fire Rated Doors;Thickness-1-3/4 Inches,Intarlor flush wood,bonded,solid core conforming to WDMA I S.1A-04,Section C-1 thru C•14 and the 3,5 PROTECTION n following; 3 Protect other surfaces from paint or damage.Repair damage. M a,Core:bonded particle core(PC)conforming to WDMA I S.1A-04, 3 6 CLEANING JURISDICTIONS W b,Door construction shall conform to WDMA I.S.1A-04 requirements, A.As work proceeds,promptly remove paint where spilled,splashed,or spattered, BUILDING THE TOWN OF VAIL - c.Stllss:Hardwood to match face veneer over structural composite lumber(SCL),glued to core,1.3/8"minimum after pro-fit, SCHEDULE-INTERIOR SURFACES FIRE A.Wood•Pointed• FIRE VAIL FIRE DEPARTMENT r"'d,Rails:Mill option hardwood or SCL,glued to core,1.3/8"after pre-fit, 1,One coat,alkyd primer scaler, N e,Facings Wood veneer as specified, 2.Two coats,alkyd enamel,with sheen as Indicated on decor schedule, `I VICINITY MAP Buell Master Dooms Thickness,Wood Doors B.Wood-Transparent; APPLICABLE CODES 2, ell Rated Doors;Thickness,1.3/4 Inches,Interior flush wood,bonded,solid core conforming to WDMA I S,10-04,Section C-1 thru C-14 and the following, 1.Filler coat for op grained wood any, .... a.Corsi en:bondedminemlcore(FD)conformingtoWDMAI.S.1A-04, ARCHITECTURAL 2003 INTERNATIONAL BUILDING CODE e1." MATERIAL SPECIFICATIONS b Door constructlon shall conform to WDMA I S.1A•04 requirements 2,One coat stain, a Stllesa Hardwood to match face veneer over mineral composite,glued to core 3,One coat,sealer. MECHANICAL 2003 INTERNATIONAL MECHANICAL CODE O FLOORING d,Top&bottom rallsi Mineral composite as required by manufacturer's fire door authorities, 4,One coat varnish,gloss. PLUMBING 2003 INTERNATIONAL PLUMBING CODE `�•► '4 Installation/Maintenances Install and maintain per manufacturer and Indust standards, sin manufacturer e,Facings Wood veneer specified, 5,One toot varnish,wiln. ELECTRICAL -Z� 4"T NATIONAL ELECTRICAL CODE p Industry 9 C.Wood Veneer C.Steel•Unpdmeds �,e."°_-�- recommended mafedals, " " 1,One coat,zinc chromate primer, FUEL GAS 2003 INTERNATIONAL FUEL GAS CODE R 1.Door face veneers shall meet HPVA A grade quality standards conforming to WDMA IS,1A-04 for transparent or semi-transparent finish Mlnlmum fats ' veneer thickness shall be 1/50"at 12%moisture content aftorfinish sanding, 0 Two coats,alkyd enamel,gloss, � ,_ __, _ '� -- CARPET g' D,steel•Primed: FIRE PROTECTION 2003 INTERNATIONAL FIRE CODE N -_ S__ 2.Spedsss Oak to match wdsting 1.Touch-up with zinc chromate primer, s^t ,.,c CPT-1 3,Face Cut:Plain Sliced 2,Two coats,alkyd enamel,pleas. ENERGY 2003 INTERNATIONAL ENERGY CONSERVATION CODE No, Description Date Manufacturers Van Dijk Contract 4,FaoaAcaemblyr Book Match E,Steel Galvanized: AMENDMENTS TOWN OF VAIL ORDINANCE NO. 4 SERIES OF 2005 p --- _ Representative:800-222.9005 5.Face Symmetry;Running Match o -7' p 1,One coat,zinc chromate primer. ,'' a% vac ". - Styles Colorado Extra D,Adhesives " " 2,Two coafs,alkyd enamel,gloss, ,' '-, .�� __ 9 j N�_ , < . °" „' ;-"" = Colon 12 Chow 1,Adhesives:Face to core adhesives shall beType I as classified by WDMA TM-6 Adhesive Bond Test Method F.Concrete Floors: BUILDING INFORMATION "" v.nv m °"�-•.w k '�;_, - Materials Polypropylene E,Core m _ r p s-o^,,,� 1,One coat,concrete sealer applied par manufacturer's directions, -- " v mow.c•--_w 9.H,E Size:13'•2"roll odds 1.Non•raled and 20 minute doom:ANSI C208,1-99 LD•2 Solid particleboard, CONSTRUCTION TYPE 1-B sari _ o, g G,Plaster,Gypsum Board: Fire Ratings Meets ASTM E 84 2.Fire-rated dooms Non-combustible mineral core "" L One wet alkyd pdmereealer, `" �' w-,� ,- Area:Rentals and Office 2,3 FACTORY FINISHING FIRE PROTECTION NON-SPRINKLERED •" a w,--=-�„� l� �� 2,Two taste,alkyd enamel,with sheen as noted on decor xhedule. t tE -ne,v� ,_` _ ,m 1,Campy with referenced WDMA Section G-15,"Factory Finishing", �'''• '_,„„o•'a END OP SECTION >. — Fay,""'•"'4;: - F., - - WALLBASE 2,Pro-flnlsh wood doors at manufacturer's factory, Eogkf 3,Finish�, s ,.,,_; --- ^" %w.,6 , ." - Systems Match finish Indicated In WDMA Sedion P-3,WDMA System#6 SECTION 09260 USE AND OCCUPANCY CLASSIFICATION S _ - Rg.l 4.Finish to match Architect's sample for color and sheen GYPSUM BOARD ASSlMBLIlS ),.6ar -OdWd - `I' ManufacturenJohnsonite 2.4 ACCESSORIES MERCANTILE(RETAIL STORE) GROUP M r,,.•° _ A.Vision Promises North Representatives 800-899.8916 PART 1 GENERAL s Materfal:Rubber 1,Non-rated doom:Wood frames,lip-mold style,hardwood to match facing,pre-finished to match door, 1.1 SUMMARY Xr X' ' - , Style:Reveal Profile 2.20 minute fire rated doom:Manufadurses tested metal clip with wood stops,lip-mold style,hardwood to match facing,pre-finished to match door, A.Sodlan Includes: AREA CALCULATIONS Colors Fudge 167 3.Fire-rated doors:ITS-Womack Honey or UL approved glazing system,primed for finish paint, 1.Metal channel calling framing w, ; -=W.e Heights 6s 4.Glass:Referto Section 08810 forglass types, 2.Gypsum board, MERCANTILE ` � =_ PROJECT LOCATION Fire Ratings Must most or exceed Federal,State,and Local Fire codes forconstrudion type B.Louver Assam bliss 8,Related Sections: FIRST LEVEL 2211 SF/30 SF/OCC = 74 OCCUPANTS "f Areas Rentals 1.Non-rated doom Flush wood frames,Inverted chevron,hardwood to match facing,pro-finished to match door. 1.Sedlon 09110 Metal Stud Framing 2,Fire-rated doom Manufadurses listed rated metal louvorassembly,primed forfinish paint. STORAGE(INCIDENTAL USE) 22 SF/300 SF/OCC = 1 OCCUPANT C,Astro alas 2.Sedlon 06110 Rough Carpentry WOOD CLADDING 1.Astragatrd coons Surface wood,hardwood to match facing, re-finished to match door, 3,Section 08111 Standard Steel Frames. TOTAL OCCUPANT LOAD 75 OCCUPANTS 9 P 4.Section 09910 Paints and Coatings, SYMBOLS LEGEND WD•1 2,Flro-rated doors Manufacturer's listed pre-machined formed edge and astragal system,primed for flnlsh paint, 1,2 REGULATORY REQUIREMENTS Matodal,Knotty douglas flr Buell Master Specification Wood Doors A.Conform to applicable code forfire rated assemblies, V. 7 Grabs Flat sliced 2.5 FABRICATION j Sizes 1 x 8 nominal with square edge A,Fabricate wood doors In accordance with requirements of WDMA I.S.1A-04 Industry Standard, PART 2 PRODUCTS PROJECT TEAM 0 Surfacor Rough-sawn B.Pabdwte fire rated doors In accordance with requirements of ITS•Womack Hersey or Undorwrlters'Laboratodes,with metal label on each door Including UL- 2,1 ACCEPTABLE MANUFACTURERS-FRAMING MATERIALS Flnlshs Seal with matte water-based polyurethane 10C, A.US Gypsum Company. Notes:Provide wood and finish sample to architect. Run planks vertically and butt scams Ight, Glue and face nail C.Fabricate mineral core doors with WDMA Industry Standards minimum hardware blocking options as follows: 8,National Gypsum Company, FINISH FLOOR TAG planks to substrate, 1,Provide HB-1(hood rail)and HB-4(lock block)on all doors, C.Georgia Pacific, TENANT MECHANICAL ENGINEER s T OWN C11 2,Substitute HB-6(mid roll)when exit devices are spedfied for door, D,Domtar Gypsum, PAINT 1 Substitute HS-5(stile)for pivots or when flush bolts are specified for door, E,Substitutions:To requirements of Division 1, Wails:Lo Sheen Eggshell Latex D.Provide doors with minimum 114 Inch thick edge strips,of wood species to match face veneers except 2,2 ACCEPTABLE MANUFACTURERS-GYPSUM BOARD SPECIALTY SPORTS VENTURE CHRISTOPHER MENGES ENGINEERING Doors&Trims Seml-Gloss Latex as required for fire rating, A,U S,Gypsum Company, JOE WALKER- REGIONAL MANAGER JEFF BELLMAN '— WALL TAG Collings Flat Latex E.Make cut-outs and provide stops for glass and louvers Install wood door louvers,Seal cut-outs prior to Installation of moldings, B.National Gypsum Company, Tenant 1,For full light dooms Provide cut-out from flush wood door,with vertical groin direction, C.Georgia Pacific 492 EAST LIONSHEAD CIRCLE,SUITE 101 1100 WEST LITTLETON BLVD.,SUITE 400 PT-1 F.Bevel lode and hinge edges of single acting doors 3 degrees or 1/8 Inch In 2 Inches,Radius strike edge of double ailing swing doors as required by pivot hinge D.Domtar Gypsum, VAIL CO$1657 LITTLETON CO 80120 Manufacturers Sherwin Williams manufacturer, E,Substitutions To requirements of Division i. ROOM TAG ROOM NAME Representatives 800.474.3794 0,Prepare doom to receive hardware,Refer fo Section 08710•Hardware and NFPA 80 for hardware requirements Including UL-10C, 2,3 FRAMING MATERIALS 970.476.9457 720.283.3018 °�'®�n ®� Number:SW 0050 1.Profit and bevel to net opening size less approximately 1/4 Inch In width on single swing doors A.Furring,Framing,and Accessories-ASTM C645,galvanized steel, 970.476.9427 F 720.283.6253 (FAX) all 101 Colors Classic Light Buff 3/16 Inch In width for paired doors,Provide 518 Inch clearance above bottom of frame,unless otherwise Indicated by sill condition drawings.Provide 1/8 Inch 8,Fasteners;Hardened steel, ( �/ Flnlsh;Flat finish on ceilings,eggshell finish on walls,Base coat with three top coats clearance at top of door, C,Adhesive:ASTM 0557, EMAIL: )Walker@ssv,net EMAIL: leff@mengeseng,COm LI y`t Fire Ratings Some as substrate 2.Slightly ease vertical edges, 2,4 GYPSUM BOARD MATERIALS n t Aram Resiroom walls and tailing H.Fire Rated Pair of Doors;greater than 20 minute:Supply overfapping astragals,metal edge sets or concealed Intumescent material as required by NFPA 80 A,Standard Gypsum Boards ASTM C36,of thickness as noted on drawings,tapered edges, ARCHITECT ELECTRICAL ENGINEER ti I 1 Notes Submit samples to Architect for approval 1999 or by door manufacturer's fire door authorities,If an astragal is required,to comply with fire rated labeling requirements for pain of fire rated doom,provide 8,Fire Rated um Board:ASTM C36 for e X of thickness as noted on drawings,tapered edges. PROJECT' p PP Gypsum type � g. P 8 p ��// door manufacturer's standard testsd astragal assembly. C,Moisture Resistant sum Board:ASTM C630 of thickness as noted on drawings,with tapered edges, &��� O V WP g. PT-3 e- ,A PART 3 EXECUTION 2.8 ACCESSORIES TODD ARCHITECTURE,LLC KVA Manufaduren Sherwin Williams Commun ty Develo ment Department A.Acoustical Insulations as specified In Sedlon 07215. PAUL TODD- PRINCIPAL CARL FRETWELL I N FO RMAT I O 3,1 EXAMINATION 4 Sht, NO. 2 Representativea 800.474.3794 BUlldin afe an Ins ection Service6 0.Atausflcal Sealanh Non-hardening,non-skinning,for ueo in wnlundlon with gypsum board, INTERIOR ELEVATION TAG Number:SW 6076 tt 9 tY p A,Examine installed doorframes before heaping coon, C,Comer Beads:Metal, 1521 15TH STREET 19590 EAST MAIN STREET. #205 Colors Turkish Coffee �1 B.Verify that frames comply with Indicated requirements for type,size,location,and swing charadedstics and have been Installed In accordance with SDI-105 D,Edge Tdm:Galvanized steel DENVER,CO 80202 PARKER,CO 80138 Finish:Eggshell finish,Bose coat with t(�ee t coats v S� and SDI-122, E.Joint Matedalsr ASTM 0475,reinforcing tape,joint compound,adhesive,water,fasteners, 3 Flre Ratings Same as substrate 5 @Cis:. C.Proceed with Installation any offer unsatisfactory conditions have been corroded, 303.446.0460 303.646.4770 Areas Accent walls and boom as noted o L-.':r n tional Building delintemational Residential D.Installation of Improper product constitutes full acceptance and responsibility for material and conditions, PART 3 EXECUTION Notes Submit samples to Archlted for r � g 3.2 INSTALLATION 866.519-3953 (FAX) 303.646.5623 (FAX) Project Number 70 10 P l30' ^h'e'ir Ca -.rmad. The issue ce or granting Of a permit Shall 3,1 EXAMINATION DOOR TAG 7 F 9 9 p A.Handle and store doom In accordance with recommendations of WDMA I S.lA-04,Section J•1. A,Vorl y that site conditions are ready to receive work. EMAIL: paulQtoddarchitecture.eom EMAIL: CarlQkvaCOnSUlfiing,net PT-4 not be c0^S:rL!Od to be a permit for,c r an approval of,any violation of B Condition doors to average temperature and humidity In area of installation for not less than 48 hours prior to installation, 8,Beginning of Installation means acceptance of site conditions, Date 16 August 200 5/1 Manufacturers Sherwin Williams ti I C,Install In neat and workmanlike manner,free from hammer or fool marks,open joints or%liven,set plumb,level,square and true,Representatives800.474.3794 anY Of to Fro 'arse Cf t,dS COd CP f any other ordinance of the 3 2 CEILING FRAMING INSTALLATION PROJECT MANAGER D,Retain manufacturer's packaging to plats over Installed doors after final cleaning,Numbers SW 6122 Junsdictic-i PcC .—.ts presuming to g+ a authority to violato cr cancel the E.Adjust pro•flnished doom and hardwareand other moving or operating pant to function smooth) and correct in accordance with SDI.122. A,Install to ASTM C754,and manufacturer's instructions,CEILING MOUNTED DUPLEX RECEPTACLE Color Camelback �^ ^ ^ t P,Ensure that smoke as y ly B,Install selling framing Indopendont of walls,wlumns,and above ceiling work, Drawn by roVis'OZS Cf L-s.s� C r c': ^r cr%na .coo Of t( o p-nisd'.,,icn cha I not b@ g kets are In place before pre-finlshed door Installation, C,Laterally brace entire suspension system. Plnishs Eggshell finish,Base coat with t p aq — rr- 4^`^�d00`,-° ,,and G,Remove and replace all doors found fo be warped,twisted,bowed,or otherwise damaged beyond manufacturer's specified allowances and tolerances,Do not 3,3 ACOUSTICAL ACCESSORIES INSTALLATION FRICKE DESIGN-BUILD, INC. Checked by a ftpp r° -,l-c_z, ._ � ____ Install doors which cannot be ro erl flttedtoframes, SCOTT FRICKE -PRESIDENT Fire Rating:Same as substrate p P Y A,install resilient channab at maximum 24 Inches o e,QUADPLEX RECEPTACLE � Areas Field wall wlor as noted on planother dz'a:: _1 r- • , .'s,-'-, t 3.3 CLEANING AND PROTECTION B,Place acoustical Insulation per Sedlon 07215,Note:Submit sam les to Architect for - G.'Ci C..0 Th@ A,Clean profinlshed doors In accordance with AWI,Appendix,page A-637, 3829 RALEIGH STREET p 91"L'f4L _Z�t'�- - C,Install acoustical sealant within partitions to manufacturer's Instructions,B,Place manufacturer's packaging over Installed doors afar final cleaning;remove after Architects Instructions, 3,4 GYPSUM BOARD INSTALLATION DENVER CO 80212 T7 COMP/DATA RECEPTACLE �' bu iv- -_ c;l of a C,At cloorfinished doom do not artlal cover door surfaces with a er cardboard,or a other o ue tovedn that will create uneven a In of wood veneer,. P ly P P . nY Iraq g g g A,Install gypsum board to GA 201,216,and 600, F7 st'L s'_ r,-., 1 Nr crdinances of D,Protect doors as directed under Sedlon 01700, B.Use screws when fastening gypsum board to furring or framing, 303.284.3306 TELE/COMM RECEPTACLE b E,Refinish or replace finlshed doors damaged during installation,fh'£;_ END OF SECTION C,Enrd gypsum soffit board perpendicular fo supports 303.284.3307(FAX) 9 / D,Place corner beads at external comers Place edge trim where gypsum board abuts dissimilar materials, EMAIL: scott@frickedesignbuild.com PLANS LXANIIINEH ATE: 3,5 JOINT TREATMENT Scale A.Tape,fill,and sand exposed Joints,edges,and comers to produce smooth surface ready to receive finishes, , END OF SECTION �/ ( �\ , / A fF- UPANTS C A t111 C CEI8LI. 011 , N Ln O M B 6'-3 5/8" 3 5/ " �� �� o SS GRAB BARS. PROVIDE . U! 4'-7 3/4" 24 X 48 MI OR EXIT LOAD; 25 OC I ( I I I I IN TAL ORAGE SOLID BLOCKING IN WALLS v p I REMOVE EXIST. I I GYP. BD. PAINT PT-1 O cO TILE FLOOR 1 1 1 1 I I ' 2 S q ---- _ _ _ — — 4, — T - 00 _ o Z - I / I F- FRP WAINSCOT DANK V 1 1,' 3 - _^ - + SS GRAB BARS. PROVIDE '�► - - J REMOVE EXISTING DU ORKAND - - - - - -I I I _ I SOLID BLOCKING IN WALL EXHAUST HIOOD. SEE A k.CH PLANS - - - - -� f r - �r ® I I 6" 3 1.0" ) ALIGN ►I �0/ 60"DIAMETER / `n I \ - 1� ,6�� ._. t ,O 3 " - TURNING CIRCLE I 4'-8" L - - - o ND SINK . I N �` - - - - � � 4 .0 SEEPLU B. DWGS. o c O EXISTING WALL TO REMAIN i i I I I L ,� rl I M ch REMOVE EXISTING PLU ING FIXTURES I- - - - - -I , \ �-, ST®RAGE I I �' ~ '-' M F] INCIDENTAL - I r� N 4 , t O REMOVE EXISTING WA AND 8 ' -[- 'n 1'-3" N ��? I- - - - - - - - - - � I DOORS SHOWNDA�SH ,TYP. - - - - � MERCANTILE \ _ L ° �.�. - - - - � _ FIRST FLOOR II I Q �' I i o I -, 0.. 2 u REMOVE EXISTING PART-R 2 - - - - - PC�O I u 6 EAST RESTROOM WALL OF O,p AND WATER LINES. SEE MECH PLANS �` M - I „ _ , „ ,`@` O II � �� / ' MERCANTILE I - _ 4102 1/2 1 -0 y PARTIALLY DEMOLISH REMOVE EXISTING CASHWVRAP J t M C-4009 D DRYWALL FINISH REPAIR �I I ( 221 1 SF CEILING' / � � - I I EXIT LOAD; 25 OCCUPANTS - 8 - 0 gu�b OD EXISTING COLUMN TO REMAIN Ir71 / � 51-411 GYP. BD, PAINT PT-1 I\ RP WAINSCOT PANEL €L N SS GRAB BARS,. PROVIDE, � SOLID BLOCKING 4N WALL L0 EXIT LOAD: 25 OCCUPANTS 3'-6" 11-01. 00 2 DEMOLITION PLAN North 4 AREA & CODE F LAN North 5 ENLARGED RESTROOM PLAN 4102 1/8" = 1'-0" 4102 1/8" = 1'-0" 4102 1/2" = 1'-0" -O TOILET.SEE PLUMB. DWGS. o 1 1 ° 0 4 8 16 32 0 4 8 16 32 , ROOM FINISH SCHEDULE LN JMBER NAME BASE FINISH FLOOR FINISH WALL FINISH CEILING FINISH COMMENTS FIRST FLOOR ' r 1 RENTALS RUBBER RB-1 CARPET CPT-1 GYP. BD. SUSP.ACOUSTICAL GRID NO RUBBER BASE AT WOOD PLANKS OII `�/ > 2 ACCESSIBLE RESTROOM RUBBER/FRP VCT GYP. BD./FRP GYP. BD. 4N 3 STORAGE NONE CONC. GYP. OD r GYP. BD. 7 NORTH RESTROOM WALL 4102 1/2 = 1'-0 11 � j V A B C A B C g ° b r PAI�T PT-� I S ' � •�J I �I EMERGENCY EXIT. INSTALL DOOR ALARM I l'`- Bi,00T DRYERS PROVIDED AND � NEWS SPENDED A O STICAL HARDWARE ON EXISTING DOOR I STALL D BY ENAN TORAG I T T I I I I I I I I I 11'r 5TINU CN In PAINT PT-4 � NEW$8 GYP. BD, S OF FIT OVER 20 GAUGE �L - - - - - - JI PORTABLE QUEUING ROPES PROVIDED AND INSTALLED BY TENANT BOOT BENd AES PROVIDED m - - - - - - - L AID IN STAI} ED BY TENANT N ADJUSTMENT BENCHES PROVIDED PAINT PT-4 > - - - - - - - - � AND INSTALLED BY TENANT — — L - - JL - - J ••- ALIGN P�I�IT�R NEW58"GYP. BD. EIING - - - - - - - I I I RE SSI - � _ I I RE 0 1V� mil) � REGISTRATION STAN PROVID D No. Description Date OVER 2 GAUGE M L. TUDS Q � ) p - - - - - - L - \ / �I_ AND INSTALLED BYTE ANT . f ` WRAP WALL WITH - SKI RACKS PROVIDED AND �I- J WOOD PLANKS WD-1 - - - - - - - INSTALLED BY TENANT g I I I I V) ( I EXIST, ELECTRICAL PANEL - - - - - - r PAINT PT-3 LT 4102 2 — — — — — — — — 2 - - - _ - - - — — — — — — NECE-SARY NEW 3'X 7'SOLID CORE FLUSH AND REP CE CEILIN TILES,TYP. I r��� RENTALS DOOR WITH CLOSER AND PRIVACY 91.011 1 HARDWARE. STAIN AND SEAL, F NOTE: NO SKI TU ING,GRINDING,OR in WAXINGACTIVITIE ALLOWED IN THIS STORE EXISTINC DROP BEAM.IPAINT PT-4 I 36"HIGH ACCESSIBLE CASHWRAP PROVIDED i BY TENANT AND INSTALLED BY G.C. Tenant Se �a S tG s I NEW CARPET CPT- WRAP EXISTING COLUMN ar-mr e 1 Ir- -jl WITH WOOD PLANKS WD-1 � - - - - - - - - w``t � - �°� - - - - - - - - I Vail Breeze Rentals EXISTING 3M"SCOTCHTPED NV 25 SUN CONTROL ADD LM s '`��t EXISTING POLE RACK PROVIDED AND SLOPED SKYLIGHT ABOVE FLOOR PLANS PARTITION INSTALLED BY TENANT PA TO INSIDE SURFACE O SLOPED GLAZING,TYP, RTITION TO 4'-9"AFF; 5/8"GYP. BD. EACH A�M��► ��� WALL SIDE OF 20 GAUGE MTL, STUDS Q 16"O.C. TWAL w;r'- � — — — — J Project Number 7007 a0 Date 16 August 2007 a - NOTE: SEE MEP DRAWINGS FOR LIGHTING AND ADDITIONAL EQUIPMENT LOCATIONS NS SjO�� EXISTING WALLS AND DOORS SHOWN GRAY,TYP. Drawn by PT Checked by PT a CEILING PLAN North 1 FIRST FLOOR North b A1o2 3/16" = 1'-0" 4102 3/16" 1'-0" Al 0:1 ti 0' 2' 4' 8' 16' 0' 2' 4' 8' 1 Scale 6' As indicated i i GENERAL PROJECT NOTES ELECTRICAL LEGEND NOTE SEE ARCHITECTURAL D WINGS FOR ADDITIONAL CONSTRUCTION REQUIREMENTS NOTE:NOT ALL ITEMS APPEAR ON DRAWINGS C%4 0 M N ON POWER AND LIGHTING 1 THE CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIAL NECESSARY FORA 00 a COMPLETE, OPERATIONAL AND PROPERLY FUNCTIONING ELECTRICAL SYSTEM. GROUNDED SWITCHEDDUPLIXRECEPTACLE PANEL SCHEDULE: B August 13, 2007 p r- GROUNDED SPLIT-WIRED RECEPTACLE ` -G 2. MATERIALS AND INSTAL ATION SHALL COMPLY WITH CODES, LAWS AND ORDINANCES PROJECT BREEZE RENTAL VOLTAGE L-L 240 v OF FEDERAL,STATE AN LOCAL GOVERNING BODIES HAVING JURISDICTION GROUNDED DUPLEX RECEPTACLE O LOCATION WALL VOLTAGE L-G 120 p x 4 GROUNDED QUADRAPLEX RECEPTACLE JOB NO.- 2007-167 SYSTEM- 10,4-WIRE V a 3 MATERIALS AND EQUIPMENT SHALL BE LISTED AND/OR LABELED BY U.L., ETL, CSA OR -® SPECIAL PURPOSE RECEPTACLE COMMENTS- EXISTING PANELBOARD U_ ANOTHER RECOGNIZED TESTING LAB > c FLOOR MOUNTED RECEPTACLE BUS RATING: 200A S.C.RMS RATING 10,000 AIC p N 4 THE CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS, GOVERNMENTAL FEES, .p TAXES AND LICENSES NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF 0 JUNCTION BOX MAIN O C. DEVICE 200A MCB �. MOUNTING FLUSH Q THE ELECTRICAL WORK WALL MOUNTED JUNCTION BOX 5 THE CONTRACTOR SHALL PREPARE AND SUBMIT TO GOVERNMENTAL AGENCIES AND ❑J EQUIPMENT DISCONNECT SWITCH CIR ICIRCUIT BREAKE CONNECTED EC DEMAN DESCRIPTION OF IHAIE I DESCRIPTION OF r1EC DEMAN ONNECTE IRCUIT BREAKE C I R - N UTILITY COMPANIES SHOP DRAWINGS REQUIRED BY THESE AGENCIES FOR APPROVAL NO AMPS POLE LOAD (VA) FACTOR LOAD SERVED LOAD SERVED FACTOR LOAD (VA) POLE AMP IJ EQUIPMENT FUSED DISCONNECT SWITCH In 0 M 6 THE CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER/OWN ER OF ANY MATERIALS $TO THERMAL OVERLOAD SWITCH 1 90 2 SPARE A Lighting a 1.25 1536 1 20 2 4 CY) OR APPARATUS BELIEVE TO BE INADEQUATE, UNSUITABLE, IN VIOLATION OF LAWS, // 3 90 2 SPARE B Lighting b,c 1.25 1220 1 20 4 'p ORDINANCES, RULES R REGULATIONS OF AUTHORITIES HAVING JURISDICTION ® ELECTRICAL PANEL BOARD 5 30 2 SPARE A Track Lighting d 1.00 1200 1 20 6 r T TRANSFORMER 7 30 2 SPARE 8 Track Lighting a 1.00 1200 1 20 8 7. THE CONTRACTOR SHALL PREPARE THE DOCUMENTS, INCLUDING DRAWINGS, REQUIRED 9 70 2 SPARE A Track Lighting f 1.00 1200 1 20 10 TO OBTAIN APPROVAL F THE EQUIPMENT AND LOCATIONS OF THE DEVICES THAT ,/ CIRCUIT 1#0 HOMERUN TO PANEL'X' 11 70 2 SPARE 8 Boot Dryers 1.00 750 1 20 12 R X-## (ARROWS NOT USED IF CIRCUIT NUMBERS COMPRISE THE BUILDING FIRE ALARM LIFE SAFETY SYSTEM.A COPY OF THE DRAWINGS APPEAR NEXT TO DEVICES) 13 15 1 1127 1.00 SF-1 A Boot Dryers 1.00 750 1 20 14 Q0 R G AND CUT SHEETS SHALI BE PROVIDED TO THE ENGINEER FOR REVIEW AND APPROVAL 15 15 1 506 1.00 EF-1 B Boot Dryers 1.00 750 1 20 16 O :••''F E ••.�� THE APPROVED DRAWI GS WILL BE STAMPED,SIGNED AND RETURNED TO E C TO (D PORCELAIN LAMP HOLDER 17 20 1 750 1.00 Boot Dryers A Boot Dryers 1.00 750 1 20 18 ; SUBMIT TO THE BUILDING DEPARTMENT o m 19 20 1 540 1 O0 RECD T B Adjustment Benches 1.00 540 1 20 20 r: O RECESSED FLUORESCENT LIGHT FIXTURE - I :V 34235 21 20 1 540 100 RECEP( A Printer 1.00 750 1 20 22 .0 8 THE CONTRACTOR SHALL CAREFULLY EXAMINE THE CONTRACT DOCUMENTS,VISIT THE 23 20 1 1200 1 00 TRACK LIGHTS B Re g CS P D SURFACE MOUNTED FLUORESCENT FIXTURE - 1.00 360 1 20 24 ��'•;�V/�3r(� r !V SITE,AND THOROUGHLY BECOME FAMILIAR WITH THE BUILDING STANDARDS AND LOCAL 25 20 1 1200 1.00 Track Ughttng g A POS Recept 1.00 720 1 20 26 ` ''•............•••''G� CONDITIONS RELATING TO THE WORK.FAILURE TO DO SO WILL NOT RELIEVE THE O CEILING FIXTURE 27 20 1 1200 1.00 Sign B IT Recept 1.00 360 1 20 28 S`s/GNAt-�� CONTRACTOR OF THE OBLIGATIONS OF THE CONTRACT. WALLWASHERorADJUSTABLE DOWNLIGHT 29 20 1 552 100 RXCEPT A AV/Security Recept 1.00 360 1 20 30 9 THE CONTRACTOR SHALL PROVIDE TEMPORARY POWER AND WIRING FOR THE P-0--A STRIPLIGHT PERFORMANCE OF ALL rRADES, FOR THE ENTIRE PERIOD OF CONSTRUCTION AND SHALL CONNECTED LOAD DEMAND LOAD REMOVE ALL TEMPORA Y WIRING AT THE COMPLETION OF CONSTRUCTION 4E:� BATTERY PACK EMERGENCY LIGHT TOTAL VA = 13,838 TOTAL VA = 20,750 10 THE EXISTING POWER, SIGNAL AND COMMUNICATION SYSTEMS ARE TO REMAIN IN SINGLE POLE SWITCH,OR#-POLE TOTAL AMPS = 86.46 SERVICE TO PROVIDE FOR THE OWNER'S FUNCTION SHOULD IT BECOME NECESSARY TO SHUT-DOWN ANY SYSTEM OR PORTION OF A SYSTEM,APPROVAL IN WRITING MUST BE $D DIMMER SWITCH OBTAINED FROM THE OWNER AND SHALL ONLY APPLY FOR THE PERIOD AND TIME ® EXIT SIGN-SHADED INDICATES FACE NOTES AGREED UPON THE BI I IS TO INCLUDE THE COST OF ANY TEMPORARY WIRING AND ® EMERGENCY FIXTURE-SHADED PREMIUM TIME REQUIRED FOR THE SHUTDOWN 11 ALL MATERIALS,AND EG UIPMENT SHALL BE ERECTED, INSTALLED,CONNECTED, LOW VOLTAGE SYSTEMS CLEANED,ADJUSTED,TESTED, CONDITIONED,AND PLACED IN SERVICE IN ACCORDANCE ®TELEPHONE TERMINAL BOARD WITH THE MANUFACTU ER'S DIRECTIONS AND RECOMMENDATIONS ❑0 FLOOR MOUNTED DATA OUTLET L0 12 ALL CUTTING, DRILLING AND PATCHING OF MASONRY,STEEL OR IRON WORK BELONGING ❑® FLOOR MOUNTED TELEPHONE OUTLET rO TO THE BUILDING MUST BE DONE BY THIS CONTRACTOR IN ORDER THAT HIS WORK MAY 00 BE PROPERLY INSTALLE , BUT UNDER NO CONDITIONS MAY STRUCTURAL WORK BE CUT, 0 DATA OUTLET EXCEPT AT THE DIRECTION OF THE ARCHITECT-DESIGNER OR THEIR REPRESENTATIVE. V PANEL 0 V TELEPHONE OUTLET B 13 REFER TO ARCHITECTUFAL DRAWINGS FOR EXACT LOCATIONS AND MOUNTING HEIGHTS E OF ELECTRICAL FIXTURE FnP FIRE ALARM PANEL , 0 Fa, FIRE ALARM REMOTE ANNUNICATOR r0 14 SHOP DRAWINGS SHAL INCLUDE MANUFACTURER'S NAMES, CATALOG NUMBERS, CUTS, PANEL v, V DIAGRAMS AND OTHEF SUCH DESCRIPTIVE DATA AS MAY BE REQUIRED TO IDENTIFY AND REVIEW THE EQUI MENT SUBMITTALS SHALL BE IN LOGICAL GROUPS, PARTIAL ® MANUAL PULL STATION 3-3/0,#6G,2"C « •- SUBMITTALS WILL NOT I IE REVIEWED S SMOKE DETECTOR v A 15. ALL MATERIAL, EQUIPMENT,WIRING DEVICES, ETC SHALL BE NEW, UNLESS SPECIFICALLY FIRE ALARM HORN&LIGHT 200A/3P Q1 INDICATED AS EXISTIN TO BE REUSED. E1-- DUCT FIRE DETECTOR 200FRN C 16 EXCEPT AS NOTED OTHERWISE,ALL WORK REQUIRED FOR THE INSTALLATION AS SHOWN REMOTE INDICATING LIGHT 3-3/0,#6G,2"C ON DRAWINGS INCLUE ING LABOR, EQUIPMENT AND MATERIALS SHALL BE IN STRICT fl FIRE STROBE m COMPLIANCE WITH THE BUILDING STANDARDS. FIRE HORN OR SPEAKER WITH STROBE M UTILITY METER �� 17 PROVIDE COMPLETE METAL RACEWAY SYSTEMS AND ENCLOSURES FOR ALL WIRING SPEAKER '*fir„F CN THROUGHOUT THE EX1 ENT OF THE REQUIRED SYSTEM 3-3/0,#6G,2"C = > ABBREVIATIONS 18 ELECTRICAL METALLIC T BING (EMT) SHALL BE USED FOR ALL WALL OUTLETS& EWC ELECTRIC WATER COOLER a TELEPHONE OUTLETS RUNNING BELOW RAISED FLOOR OR ABOVE CEILINGS. EF EXHAUST FAN GFI GROUND FAULT INTERRUPTING CONDUITS LARGER THAN 2" DIAMETER OR CONDUITS OF ANY SIZE ROUTED OUTDOORS CCT CIRCUIT 200A/3P SHALL BE INTERMEDIATE METAL CONDUIT(IMC) EC ELECTRICAL CONTRACTOR 200A FRS AC ABOVE COUNTER-VERIFY HEIGHT • 19. MINIMUM CONDUIT SIZE SHALL BE 3/4" UNLESS OTHERWISE INDICATED. WP WEATHER PROOF TTB TELEPHONE TERMINAL BOARD 20 FLEXIBLE CONDUIT CONNECTIONS TO RECESSED LIGHTING FIXTURES SHALL BE MADE AFF ABOVE FINISH FLOOR WITH FLEXIBLE STEEL CONDUIT,3/8 INCH MINIMUM u E UNLESS OTHERWISE NOTED E EXISTING TO REMAIN ER EXISTING TO BE RELOCATED 21 FINAL CONNECTIONS TO MOTORS SHALL BE MADE WITH LIQUID TIGHT FLEXIBLE STEEL EX EXISTING TO BE REMOVED EXISTING SWITCHBOARD CONDUIT, 1/2 INCH M NIMUM. 240V/1 20V, 1 PHASE, 3 WIRE 22 ALL CONDUCTORS INSTALLED IN INTERIOR DRY LOCATIONS SHALL BE TYPE THWN OR No. Description Date THHN THERMOPLASTIC 600V INSULATED COPPER CONDUCTORS NO WIRE SMALLER CONSTRUCTION 8/14/07 THAN NO 12 SHALL BE USED FOR LIGHTING OR POWER WIRING.WIRE NO 8 AND , PARTIAL ONE LINE DIAGRAM LARGER SHALL BE STRANDED ALL CONDUCTORS INSTALLED IN EXTERIOR OR WET LOCATIONS SHALL BE TYPE THWN 600V INSULATED COPPER CONDUCTORS. FIRE ALARM SYSTEM NOTES E000 SCALE: NTS 23. ALL NEW CIRCUIT BREA ERS FOR NEW OR EXISTING PANELBOARDS SHALL MATCH FIRE ALARM SYSTEM IS TO BE DESIGN/BUILD BY THE EXISTING BUILDING PA ELBOARD MANUFACTURER AND BREAKER TYPE.THE CONTRACTOR. ELECTRICAL ONE LINE NOTES CONTRACTOR SHALL PROVIDE NEW TYPE WRITTEN PANEL DIRECTORIES FOR ALL NEW PANELS THAT ARE MOD FIED 1 THE FIRE ALARM SYSTEM SHALL MEET ALL REQURRMENTS 1. E C. TO FIELD VERIFY EXISTING CONDITIONS OF LOCAL FIRE DEPARTMENT. 2. ALL EQUIPMENT SHOWN IS EXISTING UNLESS NOTED - NO NEW WORK. 24 PROVIDE #10 FOR BRANCH CIRCUITS OVER 75 AT 120V AND OVER 150'AT 277V. E C TO FIELD VERIFY BRANCH CIRCUIT LENGTHS AND SIZE CONDUCTORS FOR VOLTAGE DROP 25 EACH SWITCH, LIGHT, RECEPTACLE AND OTHER MISCELLANEOUS DEVICE SHALL BE PROVIDED AND INSTAL ED WITH A GALVANIZED OR SHERARDIZED PRESSED STEEL JUNCTION BOX OF NOT LESS THAN NO 14 U S. GAUGE STEEL CONDUITS SHALL BE FASTENED WITH LOCK NUTS AND BUSHINGS AND ALL UNUSED KNOCKOUTS MUST BE LEFT SEALED THERE MUST BE SUFFICIENT ROOM FOR WIRES AND BUSHINGS AND DEEP BOXES SHALL BE INSTALLED WHERE REQUIRED BOXES SHALL BE SECURELY AND ADEQUATELY SUPPORT D. 26 ELECTRICAL CONTRACTOR SHALL PROVIDE ALL SPECIAL OUTLET BOXES THAT MAY Tenant BE REQUIRED TO ENCLOSE RECEPTACLES. 27 IN SUSPENDED CEILIN S SUPPORT CONDUIT AND JUNCTION BOXES DIRECT FROM THE STRUCTURAL SLAB, DEC K, OR FRAMING PROVIDED FOR THAT PURPOSE.LIGHTING Vail Breeze Rentals BRANCH CIRCUIT CONDUITS SHALL NOT BE CLIPPED TO THE CEILING SUPPORT WIRES ONE LINE, NOTES OR SPLINE UNLESS THE CEILING SYSTEM HAS BEEN SPECIFICALLY DESIGNED FOR THAT PURPOSE. AND SCHEDULES 28 PROVIDE LOCAL DISCONNECT SWITCHES FOR ALL MOTORS (PLENUM APPROVED WHERE REQUIRED) Project Number 7107/07-126 29 NUMBERED CIRCUITS ARE FOR CONVENIENCE OF DESIGN ONLY E C TO FIELD VERIFY Date 30 July 2007 ACTUAL CIRCUIT NUMBERS USED AND CORRECTLY INDICATE ON "AS-BUILT' DRAWINGS Drawn by 30. G.C. SHALL INCLUDE I HIS COST THE REMOVAL OF ALL EXISTING ELECTRICAL DEVICES, Checked by a CONDUITS, FIXTURES A D EQUIPMENT THAT IS NOT TO BE REUSEDDISCARD ALL cc° EQUIPMENT AS REQUIRED E C SHALL BE RESPONSIBLE FOR DISCONNECTING PRIMARY , EOOO o SERVICE AND TEMPORARY POWER. `O 0 19590 East Main St. #209, Parker, CO 80138 Scale o (303) 646-4770 voice (303) 646-5623 facsimile E2 \ v O O O O O 0M +96" +96" +96" +96" +96" 12 14 iF 16 18 17 0 U a ��A A 28 O ILL 30 c XEM dam' M 20 ch chi v , 4 z - � � ORE f ksya•A f 3, , ,r,3 s `, f,d A T V �_ A ti n£ S t" f3: O. r.; c= a 9 20 0224 4 T - 34235 AC 4 90 o b t T 26 d 9 T A I Pi \ 3 LO` \ t SIGN P1 XEM € `0 wP T_ _ _ _ __. _ " __ 26 00 '100 _e _ - -- h T f T f T f p d :c;a /� ,mss , .. ,r m ,v XEM O I V e e e v v v vTv vTv v v vvTv v v v ti .� > L Project Project North North 1 ky' 2 LIGHTING PLAN 1 POWER PLAN ._ E100 SCALE 3/16" = 1'-0" E100 SCALE 3/16" = V-0" m y - LIGHTING PLAN GENERAL NOTES POWER PLAN GENERAL NOTES *.,' N 1 CONNECT EGRESS LIGHTING FIXTURES AND EXIT SIGNS TO AREA LIGHTING CIRCUIT AHEAD > OF ANY SWITCH PER NEC 700-12(E) 1 FIELD VERIFY FINAL LOCATION OF ALL EQUIPMENT WITH PROVIDER PRIOR TO ROUGH-IN. _ 2. NUMBERS NEXT TO DEVICES REFER TO CIRCUIT DESIGNATION IN PANEL'B'UNLESS NOTED 2 PROVIDE OUTLET IN ACCESSIBLE LOCATION AT TENANT ENTRANCE FOR SIGN PER NEC 600-5 ; 3. NUMBERS NEXT TO DEVICES REFER TO CIRCUIT DESIGNATION IN PAN EL'B'UNLESS NOTED. 3 PROVIDE OUTLET ON ROOF INSTALLED WITHIN 25' OF ROOFTOP EQUIPMENT PER NEC 210-63 4. REMOVE AND REPLACE EXISTING TRACK AND FIXTURES AS REQUIRED FIELD VERIFY EXISTING 4. PROVIDE MINIMUM 3/4"CONDUIT EMPTY RACEWAY WITH PULLSTRING FOR EACH DATA, SECURITY, CONDITIONS AN OR OTHER LOW VOLTAGE DEVICE HOMERUN TO EQUIPMENT LOCATION IN OFFICE FIELD VERIFY LOCATION AND REQUEIMENTS WITH TENANT PRIOR TO ROUGH IN. LIGHTING PLAN KEYED NOTES 1 PROVIDE POWER AND SEPARATE TIMECLOCK CONTROL FOR SIGNAGE IN ACCORDANCE WITH POWER PLAN KEYED NOTES DEVELOPMENT STANDARDS FIELD VERIFY REQUIREMENTS WITH LANDLORD 1 PROVIDE OUTLETS FOR POWER AND DATA IN CASHWRAP MILLWORK AS REQUIRED. FIELD 2. PROVIDE DUAL SWITCHLEG TO EACH FIXTURE FOR DUAL-LEVEL SWITCHING OF EACH LIGHT VERIFY CONDUIT ROUTING AND J-BOX LOCATIONS WITH MILLWORK PROVIDER AND FIXTURE AND PROVIDE LIGHT FIXTURE WITH DUAL BALLASTS WIRED AND ALL MATERIALS TENANT NECESSARY FOR SEPARATE SWITCHING OF CENTER AND OUTBOARD LAMPS 2. PROVIDE NEW FLUSH FLOOR OUTLET INSTALLED IN EXISTING CONCRETE FLOOR REMOVE 3. PROVIDE SWITCHBANK FOR CONTROL OF RENTAL STORE LIGHTING 2 4 4 6 8 10 AND REPLACE/X-RAY CORE DRILL AS REQUIRED VERIFY FINISH WITH ARCHITECT No. Description Date OV$$E$ �$t 925 3 PROVIDE POWER AND RACEWAYS AS REQUIRED FOR TENANT AN,TELE DATA,AND CONSTRUCTION 8/14/07 d SECURITY SYSTEMS. FIELD VERIFY FINAL LOCATION AND REQUIREMENTS WITH TENANT 4. PROVIDE POWER AND DATA AS REQUIRED FOR TENANT OFFICE EQUIPMENT. FIELD VERIFY FINAL LOCATION AND REQUIREMENTS WITH TENANT 5 PROVIDE POWER TO BOOT DRYERS. FIELD VERIFY REQUEIMENTS WITH PROVIDER LUMINAIRE SCHEDULE KEY DESCRIPTION MFR &CAT NO LAMP VOLTS MOUNTING NOTE EQUIPMENT SCHEDULE INFORMATION KEY EQUIPMENT LOAD VOLTS 0 BRANCH CKT CONDUIT DISCONNECT CIRCUIT NOTES A 2X4 RECESSED INDIRECT COOPER-METALUX (3)32WT8 120/277 RECESSED 2 HP,KW,FLA CONDUCTORS SWITCH FUSE EF-1 EXHAUST FAN 176 HP 120 1 2#12,#12G 3/4" Sto NA 15 1,2,3 CENTER MOUNT LAMP,2X4 INDIRECT 2RDI-332-RP-UNV-EB82 4 4A D 6"RECESSED INCANDESCENT CAN COOPER-HALO 25W MH CDM-125W/ 120 RECESSED 1 SF-1 SUPPLY FAN 1/2 HP 120 1 2#12,#12G 3/4" Sto NA 13 1,2,3 5-1/21 CAN W/WHITE TRIM/WHITE BAFFLE H5T-5001 P 830/PAR38/25 9 8A P DECORATIVE PENDANT FIXTURE SELECTED BY ARCHITECT 100W MAX 120 SUSPENDED NOTES VERIFY HEIGHT I 1 FIELD VERIFY FINAL LOCATION AND ELECTRICAL REQUIREMENTS OF ALL EQUIPMENT WITH PROVIDER PRIOR TO ROUGH-IN T TRACK LIGHTS COOPER HALO 25W MH CDM-125W/ 120 SURFACE 1 2 PROVIDE LINE VOLTAGE CONTROLS AND WIRING AS REQUIRED FIELD VERIFY CONTROL REQUIREMENTS WITH PROVIDER POWER TRACK WHITE HEADS-L1838 830/PAR38/25 3 CONNECT TO NEW DEDICATED CIRCUIT IN EXISTING PANEL PROVIDE NEW 15A HACR BREAKERS Tenant V WALL BRACKET COOPER-METALUX 32W T8 120/277 SURFACE UP/DOWN FLORESCENT BAU-232-UNV-EB81 6'-4""AFF XEM FROG-EYE/EXIT COMBINITAION COOPER-SURE-LITES LED/5 4W INC 120 SURFACE W/90 MINUTE BATTERY PACK CCX SERIES Vail Breeze Rentals NOTES 1 THE E C SHALL PROVIDE SELF-BALLASTED INTEGRATED PAR 38 CERAMIC METAL HALIDE LAMP,PHILIPS CDM-125W/830/PAR38/40 2 PROVIDE FIXTURE WITH SEPARATE BALLASTS FOR CONTROL OF CENTER/OUTER LAMPS ELECTRICAL PLAN Project Number 7107/07_126 Date 30 July 2007 Drawn by Checked by a co E100 LO Y O O 19590 East Main St. #209, Parker, CO 80138 s (303) 646-4770 voice (303) 646-5623 facsimile Q MECHANICAL SPECIFICATIONS DUCT INSULATION CN CV) THE DRAWINGS INDICATE DIAGRAMMATICALLY THE EXTENT, GENERAL CHARACTER, AND LOCATION OF THE WORK INCLUDED OFFSETS ALL NEW RECTANGULAR DUCTWORK SHALL HAVE DUCT LINER IN COMPLIANCE WITH NFPA 90A, AND AS DEFINED IN THEORIGINAL N as AND/OR CHANGES IN ELEVATION OF PIPING AND DUCTWORK DUE TO STRUCTURAL OR OTHER INTERFERENCES SHALL BE PROVIDED BUILDING SPECIFICATIONS SHEET METAL SIZE SHALL BE INCREASED TO ACCOMODATE THE THICKNESS OF THE LINER DUCT SIZE O M WITHOUT EXTRA COST INDICATED ON DRAWINGS IS THE INSIDE CLEAR DIMENSION. 00 O� 0 r— VERIFY AND EVALUATE ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF WORK ROUND SUPPLY AND RETURN AIR DUCTWORK CONCEALED ABOVE CEILINGS SHALL BE INSULATED WITH FIBERGLASS DUCT INSULATION WITH FSK FACING EQUAL TO JOHNS MANVILLE MICROLITE, 75# DENSITY, 2 INCHES THICK, WITH A MINIMUM INSTALLED R-VALUE OF 5 p 00 PROVIDE ALL LABOR, MATERIALS AND EQUIPMENT NECESSARY FOR THE INSTALLATION OF A COMPLETE AND OPERATING SYSTEM. INSTALL PER MANUFACTURERS PUBLISHED INSTRUCTIONS. DUCTWORK THAT IS ACOUSTICALLY LINED DOES NOT REQUIRE EXTERIOR O ox PROVIDE CONTROL WIRING NECESSARY FOR THE OPERATION OF THE MECHANICAL SYSTEMS INDICATED ON THE MECHANICAL DRAWINGS INSULATION V a THIS SHALL INCLUDE, BUT NOT BE LIMITED TO, THERMOSTATS L U_ EXPOSED DUCTWORK WITHIN CONDITIONED SPACE SHALL NOT BE INSULATED OR SEALED CLEAN AND PREP FOR PAINTING (PAINT BY ENTIRE NEW WORK INSTALLATION SHALL CONFORM WITH ALL APPLICABLE LAWS, CODES AND REGULATIONS OF MUNICIPAL, STATE AND OTHERS) Q O FEDERAL AUTHORITIES INCLUDING THE 2003 INTERNATIONAL BUILDING, MECHANICAL, AND ENERGY CONSERVATION CODES; ANY AND 'o ALL LOCAL AMENDMENTS ADOPTED AND ENFORCED BY THE CITY OF VAIL, COLORADO, ASME; ASTM; ASHRAE, SMACNA; AND NFPA WHERE DUCTWORK IS NOTE TO BE INSULATED DIFFERENTLY ON THE DRAWINGS (i e EXTERNAL INSULATION ON RECTANGULAR v � � O WHERE REQUIRED BY CODE, ALL WORK MUST BE INSPECTED AND APPROVED BY LOCAL AUTHORITIES. PRIOR TO FINAL ACCEPTANCE, DUCTWORK), THE CORRESPO DING INSULATION SPECIFICATIONS ABOVE SHALL APPLY .p FURNISH THE ARCHITECT/OWNER WITH CERTIFICATES OF INSPECTION AND APPROVALS BY LOCAL AUTHORITIES. } FLEXIBLE DUCTS £5 N PROVIDE ALL DAMPER CONTROL HANDLES, ELECTRIC CONTROLS, AIR CONTROLS, MECHANICAL EQUIPMENT, AND OTHER APPARATUS Ln O THAT MUST BE PROVIDED IN AN INACCESSIBLE LOCATION WITH SUITABLE ACCESS DOORS OR COVERS IN A FRAMED OPENING, WHICH EQUAL TO HART & COOLEY MODEL # F214, LISTED AS U L. CLASS 1 AIR DUCT, AND SHALL HAVE A FLAME SPREAD RATING NOT gar r— M EXCEEDING 25 AND A SMOKE DEVELOPED RATING NOT EXCEEDING 50 DUCTS SHALL CONFORM TO NFPA 90A. METALIZED POLYESTER M o WILL PERMIT PROPER OPERATION AND SERVICING cv JACKET REINFORCED WITH FIBERGLASS SCRIM INSULATION SHALL BE R-42 BEFORE ACCEPTANCE AND FINAL PAYMENT, DEMONSTRATE THAT ALL APPERATI ARE FUNCTIONING PROPERLY AND EFFICIENTLY. MANUAL VOLUME DAMPERS: STARTUPS AND ADJUSTMENTS FOR THE FIRST HEATING AND THE FIRST COOLING SEASON SHALL BE INCLUDED IN THE BID SYSTEM, MATERIAL, AND WORKMANSHIP SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR AFTER THE COMPLETION AND EQUAL TO L&D MODEL L-12 ROUND, ALL GALVANIZED STEEL CONSTRUCTION 4 % IN DEEP 20 GAUGE GALVANIZED STEEL FRAME ACCEPTANCE REPLACE ALL DEFECTIVE WORKMANSHIP, EQUIPMENT AND MATERIALS WITHOUT ADDITIONAL CHARGES, INCLUDING THRU 18 IN DIA AND 18 GAUGE FOR 19 IN THRU 24 IN DIA. BLADES SHALL BE 22 GAUGE THRU 12 IN. DIA 20 GAUGE FOR 13 REFRIGERANT THAT IS LOST DURING RELATED REPAIRS IN THRU 18 IN AND 16 GAUGE FOR 19 IN THRU 24 IN. DIA. PROVIDE WITH 3/8 IN SQUARE MANUAL LOCKING QUADRANT. TESTING ADJUSTING AND BALANCING SHALL BE PERFORMED IN ACCORDANCE WITH THE 1999 ASHRAE HANDBOOK OF HVAC STATIONARY FRESH AIR INTA E LOUVERS- \ Ix;p'q •� APPLICATIONS, CHAPTER 36 THIS SHALL INCLUDE, BUT NOT BE LIMITED TO ti; o * BALANCING AIR DISTRIBUTION SYSTEMS EQUAL TO RUSKIN MODEL # ELF211D, EXTRUDED ALUMINUM, 2 IN DEEP FRAME, 38% FREE AREA, BLADES AT 45 DEG AND 2 7/16 36005 m: * IN CENTERS. PROVIDE WITH BIRD SCREEN, CLEAR ANODIZED FINISH, AND INSECT SCREEN " - - u'• - ADJUSTING THE TOTAL SYSTEM TO PROVIDE DESIGN QUANTITIES �,.�/� * ELECTRICAL MEASUREMENT p' �?1" .•' � •. * ESTABLISHING QUANTITATIVE PERFORMANCE OF ALL HVAC EQUIPMENT GRAVITY BACKDRAFT DAMPERS: ........ * VERIFYING AUTOMATIC CONTROLS P1AL EQUAL TO RUSKIN MODEL # CBD4 COUNTERBALANCED, EXTRUDED ALUMINUM, 1/2" DIA. AXLES, BALL BEARINGS, VINYL SEALS SET TESTING AND BALANCING SUB-CONTRACTOR SHALL BE INDEPENDENTLY HIRED BY THE G C, SHALL BE NEBB CERTIFIED, AND SHALL TO OPERATE AT 0 O1 IN. W G. (MAX 48"W x 52" H) HAVE A MINIMUM OF 5 YEARS EXPERIENCE ON COMMERCIAL PROJECTS SIMILAR IN NATURE TO THIS PROJECT ADJUST WATER FLOWS TO COILS TO WITHIN +/- 5% ADJUST AIR FLOWS FOR TERMINALS TO WITHIN +/- 10% ADJUST AIR FLOWS IN DUCT MAINS TO WITHIN +/- 5%, USING THE PITOT-TUBE TRANSVERSE METHOD FURNISH TO THE ARCHITECT, FIVE (5) COPIES OF THE TESTING AND BALANCING REPORT DUCTWORK SHALL BE GALVANIZED STEEL, CONSTRUCTED, INSTALLED, AND SUPPORTED IN ACCORDANCE WITH THE "SMACNA" APPLICABLE M DUCTWORK O T I TYPE, OTHERWISE WHERE Z O EXPOSED TO VIEW, SU PORIITH THREADED ROD HANG AND US RUT UN ST U LL AVE (HOT DI PED GALVANIZED, GREEN) REGISTER GRILLE DIFFUSER SCHEDULE FACTORY FINISH SYMBOL AIR FLOW CFM FACE NECK TRANS O.B.D SOUND THROW (FT.) PATTERN NOTES ALL EQUIPMENT SHALL BE INSTALLED IN STRICT COMPLIANCE WITH THE MANUFACTURER'S PUBLISHED INSTRUCTIONS AND SHALL PROVIDE EXTRA MATERIALS REQUIRED FOR A PROPER INSTALLATION LO SMOOTH TURN RADIUS ELBOWS OR DOUBLE-THICKNESS TURNING VANES SHALL BE USED WHERE THE AIR FLOW IS 150 CFM OR METAL*HIRE V4004S FLUSH MOUNT DOUBLE DEFLECTION SUPPLY GRILLE FOR HARD CEILINGS OR WALLS AND ON-DUCT ABOVE SG-1 SUPPLY 0 - 150 12"X6" 10"X4" NO YES NC 25 0 - 15 N/A 00 PROVIDE FLEXIBLE DUCT ONLY FOR FINAL CONNECTIONS TO DIFFUSERS, AND ONLY WHERE CONCEALED ABOVE FINISHED CEILINGS. SG-1 SUPPLY 151 - 250 12"X8" 10"X6" NO YES NC 25 13 - 19 N/A G MAXIMUM LENGTH SHALL BE LIMITED TO 6 FEET SG-1 SUPPLY 251 - 350 14"X10" 12"X8" NO YES NC 25 16 - 20 N/A 0 DUCT JOINTS FOR LOW PRESSURE DUCTWORK SHALL BE SEALED TO MEET THE SMACNA 1" WC PRESSURE CLASSIFICATION SEAL SG-1 SUPPLY 351 - 450 18"X10" 16"X8" NO YES NC 25 18 - 22 N/A 0 ALL TRANSVERSE JOINTS WITH IRON-GRIP 601 AS MANUFACTURED BY HARDCAST APPLY PER MANUFACTURER'S INSTRUCTIONS DUCT • TAPE IS NOT AN ACCEPTABLE MEANS OF SEALING DUCTS EXCEPTION DO NOT SEAL EXPOSED DUCTWORK O METAL*AIRE 7000R SERIES T-BAR LAY-IN RETURN GRILLE U SPRAY PAINT INSIDE OF DUCTS AND BEHIND REGISTERS, DIFFUSERS, AND GRILLES WITH FLAT BLACK WHERE VISIBLE NOTE- FIRE OR RG-1/EG-1 RET/EXH 0 - 125 24"X24" 6"X6" YES FOR EXH NC 20 N/A N/A SMOKE DAMPERS SHALL NOT BE PAINTED RG-1/EG-1 RET/EXH 126 - 280 24"X24" 9 1OX9" YES FOR EXH NC 20 N/A N/A COORDINATE WITH THE GENERAL CONTRACTOR AND THE ARCHITECTURAL REFLECTED CEILING PLAN AS TO THE EXACT LOCATION OF VA CEILING REGISTERS, GRILLES, AND DIFFUSERS. INSTALL SAME FLUSH, AND PERPENDICULAR TO ADJACENT WALLS. RG-1/EG-1 RET/EXH 281 - 500 24"X24" 12"X12" YES FOR EXH NC 20 N/A N/A ' C ALL DUCT CONNECTIONS TO FAN DRIVEN UNITS SHALL BE MADE WITH 4-IN LONG FIREPROOF FLEXIBLE DUCT CONNECTOR FOR •- VIBRATION SOUND ISOLATION METAL*AIRE RH SERIEE RETURN/EXHAUST GRILLE FOR HARD CEILINGS OR WALLS HOT WATER SUPPLY AND RETURN PIPING PASSING THROUGH WALLS OR FLOORS SHALL BE SLEEVED AND CAULKED. PROVIDE RG-2/EG-2 RET/EXH D - 150 12"X8" 10"X6" NO FOR EXH NC 25 N/A N/A m ESCUTCHEONS AT WALLS PIPING PIPING SHALL BE INSULATED WITH PRE-FORMED FIBERGLASS PIPE INSULATION, 1 1/2 INCHES RG-2/EG-2 RET/EXH 151 - 250 14"X10" 12"X8" NO FOR EXH NC 25 N/A N/A THICK, WITH A MAXIMUM CONDUCTIVITY OF 0.27 EQUAL TO JOHNS MANVILLE MICRO-LOK BALL VALVES SHALL BE RATED FOR 150 '— PSI AT 350 DEG F, HAVE TWO-PIECE BRONZE BODY CONFORMING TO ASTM 584, FULL PORT CHROME PLATED BRASS BALL, RG-2/EG-2 RET/EXH 251 - 400 16"X10" 14"X8" NO FOR EXH NC 25 N/A N/A ('V �E. REINFORCED PTFE SEATS AND PACKING, BLOW-OUT PROOF STEM, VINYL COVERED STEEL HANDLE PROVIDE SOLDER ENDS VALVES RG-2/EG-2 RET/EXH 401 - 600 20"X14" 18"X12" NO FOR EXH NC 25 N/A N/A RY' SHALL BE EQUAL TO APOLLO OR WATTS O BALANCE VALVES > SUPPLY DIFFUSERS SHALL HAVE A SQUARE PATTERN AND HAVE MOUNTING STYLE SUITABLE FOR THE CEILING TYPE AIR FLOW PATTERN IS INDICATED BY THE ARROWS ON THE DRAWINGS RETURN AIR GRILLES IN ROOMS WITH T-BAR SIZES 1/2-IN THROUGH 2-IN FLO-PAC MODEL MB WITH 100% SHUT-OFF FULL PORT PLATED BALL, VENTURI SECTION, TEFLON CEILINGS SHALL BE EQUAL TO METAL*AIRE 7000R SERIES, ALUMINUM ALL REGISTERS, GRILLES, AND DIFFUSERS SHALL BE APPROPRIATE FOR THE ACTUAL CEILING TYPE TO BE INSTALLED IN DIFFUSERS, REGISTERS, AND GRILLES SHALL SEATS, DOUBLE 0-RING SHAFT SEALS, PRESSURE/TEMPERATURE READOUT PORTS, ADJUSTABLE MEMORY STOP WITH POSITION HAVE A BAKED WHITE FINISH OR MATCH THE CEILING COLOR INDICATOR, AND UNION END WITH 0-RING SEAL VALVES SHALL HAVE THE FOLLOWING: 600 PSI AND 250 DEG F RATED, PERMANENTLY MOUNTED BRASS VENTURI, FORGED BRASS BODY, SWEAT END CONNECTIONS, EPDM SEALS, CHROME PLATED BRASS, FULL PORT, 100% POSITIVE SHUT-OFF BALL, FULL SIZE ZINC PLATED LEVER WITH VINYL GRIP HANDLE, ZINC PLATED STEEL MEMORY STOP, COMBINATION PRESSURE/TEMPERATURE READOUT PORTS, HOSE END DRAIN VALVE, AND EXTENSIONS. FAN SCHEDULE THIS WORK SHALL BE PERFORMED IN A CLEAN AND PROFESSIONAL MANNER CARE SHALL BE EXERCISED TO MINIMIZE INCONVENIENCE OR DISTURBANCE TO OTHER TRADES DURING CONSTRUCTION. ISOLATE WORK AREAS BY MEANS OF TEMPORARY PARTITIONS AND/OR TARPS TO KEEP DUST AND DEBRIS WITHIN THE CONSTRUCTION AREA CLEAN THE JOB SITE DAILY AND REMOVE FROM THE PREMISES MANUFACTURER MOUNTING FAN EXT FAN FAN DIMENSIONS WEIGHT MOTOR DATA ANY DIRT AND DEBRIS CAUSED BY THE PERFORMANCE OF THE WORK INCLUDED IN THIS CONTRACT MARK AND M DEL NO LOCATION TYPE CFM STATIC SONES RPM L X W X H LBS REMARKS FIELD VERIFY ALL DIMENSIONS, EXISTING CONDITIONS, AND BUILDING POWER, VOLTAGE, AND PHASE PRIOR TO ORDERING EQUIPMENT PWR VOLT PH RPM No Description Date AND PROCEEDING WITH ANY WORK WHERE DISCREPANCIES OCCUR BETWEEN THESE DOCUMENTS AND EXISTING CONDITIONS, THE SF-1 GREENHEC SQ-120-A INLINE CENT 850 1 050 7.1 1 1,294 52 19"X19"X19" 67 1/2 HP 115 1 1,065 NOTE 1 CONSTRUCTION 8/14/07 DISCREPANCY SHALL BE REPORTED TO THE OWNER AND MECHANICAL ENGINEER IMMEDIATELY FOR RESOLUTION EF-1 GREENHEC SQ-120-B INLINE CENT 1 575 1 0375 4.5 1 1,017 1 21"X19"X19" 67 1/6 HP 115 1 1,140 NOTE 1 THIS CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFEKEEPING OF HIS/HER OWN PROPERTY ON THE JOB SITE THE OWNER OR TENANT ASSUMES NO RESPONSIBILITY FOR PROTECTION OF THIS CONTRACTOR'S PROPERTY AGAINST FIRE, THEFT, OR ENVIRONMENTAL 1 PROVIDE FANS WITH BACKWARD INCLINED ALUMINUM WHEEL, INTEGRAL DUCT FLANGES, BALL BEARING MOTORS, PROVIDE SUPPLY FAN (SF-1) WITH FILTER SECTION WITH PLEATED FILTERS, 1/2" CONDITIONS. INSULATION, NEMA-1 TOGGLE SWITCH MOUNTED AND WIRED, GRAVITY OPERATED BACKDRAFT DAMPER, NEOPRENE HANGING ISOLATORS AND BRACKETS, MOTOR WITH THERMAL OVERLOAD PROTECTION. WHERE CONDUIT, CABLES, DUCTWORK OR PIPING PASSES THROUGH FIRE RATED FLOORS, WALLS, OR PARTITIONS, THE SLEEVES SHALL BE COMPLETELY SEALED WITH A FIRE STOP MATERIAL THAT IS U L LISTED (EQUAL TO DOW CORNING) AND ACCEPTED BY THE DEPARTMENT AIR DEPARTMENT BEING FOR THE ETC THIS TERI SHALL INSTALLED IN INSTRUCTIONS IN ORDER TO MAINTAIN HERERATINGOF THE PENETRATED HEATING COIL SCHEDULE WALL, FLOOR, OR PARTITION INSTALLATION SHALL BE A THROUGH-PENETRATION FIRESTOP SYSTEM INSTALLED AS TESTED IN ACCORDANCE WITH ASTM E 814 AND UL 1479 THE FIRE RATING SHALL MATCH THE RATING OF THE BARRIER BEING PENETRATED. MARK MANUFACTURER TYPE INSIDE COIL CFM COIL EAT LAT ETHYLENE GPM W•P D. A.P D. SUBMIT SIX (6) SETS OF SHOP DRAWINGS, CONTROL DIAGRAMS, AND EQUIPMENT CUTS TO THE MECHANICAL ENGINEER FOR AND MODEL NO. DIMENSIONS ROWS DEG F DEG F GLYCOL % FT. H2O IN. H2O APPROVAL PRIOR TO STARTING RELATED WORK UPON COMPLETION OF CONSTRUCTION, SUPPLY THE MECHANICAL ENGINEER WITH ONE COMPLETE SET OF FULL SIZE AS-BUILT DRAWINGS PROVIDE THE OWNER WITH THREE (3) SETS OF OPERATION AND MAINTENANCE HC-1 TRA E 5W DUCT MTD 1412 850 2 5 70 VERIFY 49 044 003 MANUALS FOR EACH TYPE OF EQUIPMENT INSTALLED SUBMISSION OF PROPOSAL IN CONNECTION WITH THIS WORK SHALL IMPLY THAT THE BIDDER HAS EXAMINED THE JOB SITE. NO EXTRA PROVIDE DRAINABLE ALUMIN M FINNED COIL SIZING IS BASED ON 180 ENTERING FLUID TEMP AND 20 DEGREE TEMP DROP ESTIMATED 30% ETHYLENE GLYCOL PROVIDE WITH DUCT CHARGE WILL BE ALLOWED FOR CHANGES AS A RESULT FROM FAILURE TO EXAMINE THE JOB SITE MOUNTED THERMOSTAT. Specialty Sports Venture THIS CONTRACTOR SHALL SECURE AND PAY ALL FEES AND PERMITS PERTAINING TO THIS CONTRACT, SHALL BE RESPONSIBLE FOR WORKER'S IDENTIFICATION AND BADGING, SAFETY, AND LIABILITY INSURANCE, PROVIDE BARRICADES, WARNING SIGNS, AND TRASH REMOVAL FOR THE SAFETY OF THE WORKERS UNDER THIS CONTRACTOR'S EMPLOY Vail Breeze Rentals THIS CONTRACTOR SHALL ASSUME ALL ADDED EXPENSES TO ALL TRADES ASSOCIATED WITH THE INSTALLATION OF SUBMITTED AND APPROVED ALTERNATE EQUIPMENT MECHANICAL SEQUENCE OF OPERATIONS- SCHEDULES AND PROVIDE 24 HOUR/7 DAY TIMECLOCK TO CONTROL OUTSIDE AIR DAMPER AND EXHAUST FANS, AS DESCRIBED BELOW SPCIFICATIONS Project Number 070708 SF-1 - SHALL RUN CONTINUOUSLY DURING OCCUPIED HOURS Date 14 Aug 2007 EF-1 - SHALL RUN CONTINUOUSLY DURING OCCUPIED HOURS - Drawn by JWB HC-1 - SHALL BE CONTROLLED BY A DUCT MOUNTED THERMOSTAT TO MAINTAIN A 70 DEGREE DUCT OUTLET TEMPERATURE Checked by CME 0- INTERLOCK OPERATION OF HEATER WITH SF-1 LO o_ 19590 East Main St. #209, Parker, CO 80138 100 (303) 646-4770 voice (303) 646-5623 facsimile le N o Sca ti (E) LOUVER 24x18 FRESH AIR INTAKE MECHANICAL SYMBOL LEGEND MECHANICAL PIPIN LEGEND APPROX 30x12 LOUVER, LOCATE AS HIGH p Cl) ABOVE DOOR p•N AS POSSIBLE BALANCE A 6 \ OUTSIDE AIR TO 575 CFM � 00 M �) 4c) NO INSULATION 1 N EXHUAST DUCTWORK r3 'o L— MANUAL VOLUME DAMPER - PROVIDE IN EACH NEW SUPPLY AND EXHAUST ------44------ REDUCING FITTING - PIPE REDUCES IN SIZE IN --- `o 'o AIR RUNOUT DIRECTION OF ARROW I I 0 00 TOE ROOM THERMOSTAT (ARROW INDICATES RELOCATED) ---D&I— BALL VALVE WITH MANUAL LEVER ACTUATOR j 8'- 1" o EXTERNALLY INSULATE V K no,°� � FRESH AIR DUCT FROM r' ``>,a x L. � '` �� EF G I LOUVER TO HEATING COIL ------ ------- VENTURI W/ PORTS EG- � , 250 14x12 j 1 HVAC NUMBERED NOTE —_—_ j 250 0 O O ----G�}------- CIRCUIT SETTER WITH MEMORY STOP ------- --------p ------- 10"o ° 10"0 HC SF .p r l MOTORIZED 3-W Y VALVE I 1 1 y 0 EXISTING DUCTWORK TO REMAIN ---- MANUAL 3-WAY VALVE_ __—_—_— j " STORAGE ^, 6 3 � Y L V ------�I ------- UNION ( a u� E *- -------� I 14x12rF: NEW SHEETMETAL DUCTWORK ------- HWS ------- HEATING HOT WATER SUPPLY PIPING j j 16x8 O M — HWR —-—-—-— HEATING HOT WA R RETURN PIPING -- — I — -- - - ------------------- -—-—-—-—-— - -- -- - ---- --------- -- -- --__ — ---- --- --- �� cy) CD EXISTING DUCTWORK TO BE REMOVED -- , N ---------� PIPE TURNING DOWN I in RUNOUT ------ PIPE TURNING UP 81-OII G- n 425 425 1 VI-1/ I I ----------+ FIXTURE CONNEC ION --------- EXISTING RUNOUT ® POINT OF CONNECTION TO EXISTING EXISTING RUNOUT TO BE REMOVED (D) DEMOLISH I I - - --- -- - - - --- - - - - I CONNECT TO NEAREST 2" OR (E) EXISTING TO REMAIN P�0•_•F�7 LOCATE ABOVE LARGER MAINS j �;;�p @�E__. 45 DEGREE ENTRY FITTING (R) RELOCATE I CEILING 36005 co - ROUND SPIN-IN ENTRY FITTING I - - - --- -- - - - - - - I /ANAL E� ® SQUARE-TO-ROUND TRANSITION C3 }-- - ------------------------------------------------------ -------- - -- - ----- --------------- -- - --- ELBOW WITH TURNING VANES I 81-0" G-2 NEW RETURN AIR GRILLE TO MATCH EXISTING IN APPEARANCE I I 75 I ACCESSIBLE j .— RETURN GRILLE W/ LINED SOUND ATTENUATING BOOT j RESTROOM I I 0 I EXISTING SUPPLY AIR DIFFUSER (ARROW INDICATES RELOCATED) I I I �i--- EXISTING RETURN AIR GRILLE (ARROW INDICATES RELOCATED) I V__ I t —®--► NEW SUPPLY AIR DIFFUSER TO MATCH EXISTING IN APPEARANCE L J - - RENTALS - - I - - - %O SUPPLY AIR DIFFUSER TO BE REMOVED OR RELOCATED I 00 O RETURN AIR GRILLE TO BE REMOVED OR RELOCATED ( 2 }------ ------------------------- - -- - ---- ---------------- --- - ---- - ----- -- --- a _O j i SLT BOTTOM NUMBER INDICATES AIR FLOW IN CFM O 185 POINT OF CONNECTION TO EXISTING I • 91- 0■ ` (D) MECHANICAL ITEMS TO BE DEMOLISHED 1 i (E) EXISTING MECHANICAL TO REMAIN R RELOCATE MECHANICAL ITEMS i EXISTING DROP BEAM _ RA RETURN AIR - --- - - - - I - •� SA SUPPLY AIR m C``V I 1 " :y! II DEMO LOUVER & PATCH (E) LOUVER TO REMAIN EXISTING SLOPED GLAZING T6 REMAIN WALL, COORD WITH G C l A ) B C (E) HOT WATER BASEBOARD ii I HEATING AROUND PERIMETER DEMO GAS-FIRED MUA UNIT `-- - - -: AND ALL CONNECTED DUCTWORK I I DEMO EXHAUST FAN I I L----------------- LLJ I I I I I 4 I ' II ---------_—_-- No. Description Date j -1- , CONSTRUCTION 8/10/07 1 I , DEMO DISHWASHER II MECHANICAL PLAN EXHUAST HOOD AND DUCTWORK = �1 __ — ----------- _ ------- SCALE 114"=1'-0" — T` I II , I I 3 ----------------------- -- - --1 -_- � - ------- ----- - 3-WAY TWO-POSITION ii 1 1,11 11 ii LL--JJ11 CONTROL VALVE CONTROLLED BY DUCT DEMO EXH FAN j TEMP. SENSOR j j I ii I' IN RESTROOM II I MANUAL AIR r--- - - ------------------------------- VENT I I 11 1 1 I I______________J L------------- I VENTURI W/ PORTS - ------------------------ -------------- ------------------------------- I EQUAL TO VICTAULIC ,4, HEATING COIL T, T FLOW SET C --- - HWR MAIN 1 II DEMO OR RELOCATE ii a i ec , NOTES Specialty Sports Venture DEMO KITCHEN EXHAUST HOOD HWS/HWR PIPING IN HALF WALL P P HALF/WALL ANY CONNECTED DUCTWORK III i i 1 INSTALL PIPING TO ALLOW FOR REMOVAL OF DEMO BASEBOARD I I i COIL i HEATER j j ; i Vail Breeze Rentals _ _ _ _ _ _ _ _ _ _ _ _ - 2 MECHANICAL CONTRACTOR IS TO VERIFY _ — HWS MAIN LOCATION AND SIZE OF NEAREST HEATING HOT MECHANICAL PLAN li WATER MAINS CONNECT TO EXISTING HOT WATER li DRAIN VALVE, SUPPLY AND RETURN MAINS ONLY WHERE THEY TYPICAL BALL VALVE ARE 2" OR LARGER TYPICAL " it 3 MECHANICAL CONTRACTOR IS TO VERIFY WATER Project Number 070708 CIRCUIT SETTER GLYCOL MIXTURE AND VERIFY THAT IT IS SUITABLE (E) HOT WATER BASEBOARD W/ MEMORY STOP FOR 5 DEG F MIN I SYSTEM IS NOT A GLYCOL Date 10 Aug 2007 HEATING AROUND TYPICAL MIXTURE, THEN A FREEZE PROTECTION SEQUENCE Drawn by JWB PERIMETER TO REMAIN IS REQUIRED. ,,. Checked by CME � m MECHANICAL DEMOLITION PLAN HOT �VA T ER COIL PIPING DETAIL 200 19590 East Main St. #209, Parker, CO 80138 M SCALE 114"=1'-0" SCALE NON (303) 646-4770 voice (303) 646-5623 facsimile N Scale o S2 ti 1 PLUMBING SPECIFICATIONS 3 2 1 PIPE SUPPORT PIPI G SHALL BE SUPPORTED WITH HANGERS, ANCHORS AND SUPPORTS DESIGNED TO CARRY THE LOAD OF THE PIPE FULL OF INTENDED FLUID, AND SHALL RESIST GALVANIC ACTION SECURE UPPER ATTACHMENTS TO STRUCTURE DO NOT G N PART 1 - GENERAL SUPPORT FROM THE ROOF DECK. SUPPORT INTERVALS SHALL BE AS FOLLOWS (E) HW & CW O M 1 1 SUMMARY PROVIDE PLUMBING WHERE SHOWN ON THE DRAWINGS, AS SPECIFIED HEREIN, AND AS NEEDED FOR A COMPLETE AND DOMESTIC WATER PIPING PE L COPPER) HORIZONTAL PIPING MAX 12 FT. VERTICAL PIPING MAX 10 FT TO OLD RESTROOM co o; PROPER INSTALLATION INCLUDING, BUT NOT NECESSARILY LIMITED TO. I LOCATION 1/2" CW O r- NATURAL GAS PIPING (SCII 40 STEEL, HORIZONTAL PIPING) RELOCATED ADA WATER CLOSET o _ DOMESTIC HOT AND COLD WATER PIPING SYSTEMS DRAIN, WASTE, AND VENT SYSTEMS -A AX 6 FT I RE-USE (E) FLOOR FLANGE o co PLUMBING FIXTURES AND TRIM AS SHOWN ON THE DRAWINGS %-IN OR 1-IN. MAX. 8 FT _S -- 3"-S U o DOCUMENTS AFFECTING WORK OF THIS SECTION INCLUDE, BUT ARE NOT NECESSARILY LIMITED TO GENERAL CONDITIONS, 1-1/4-IN OR LARGER MAX. 10 FT --- ----- - -- - - - -- - --- - -_-- _ U. SUPPLEMENTARY CONDITIONS, AND SECTIONS IN DIVISION 1 OF THE ARCHITECTURAL SPECIFICATIONS 3 3 FINISH AND ESCUTCHEONS: SMOOTH UP ROUGH EDGES AROUND SLEEVES WITH PLASTER OR SPACKLING COMPOUND. PROVIDE 1" C H -- - 2"-V Q O WIDE CHROME OR NICKEL PLATED ESCUTCHEONS ON ALL PIPES EXPOSED TO VIEW WHERE PASSING THROUGH WALLS FLOORS I .o 12 SUBMITTALS' COMPLY WITH PERTINENT PROVISIONS OF DIVISION 1 AND THE ARCHITECTURAL SCOPE. ACCESSIBLE , PARTITIONS, CEILINGS, OR SIMILAR LOCATIONS. SIZE THE ESCUTCHEONS TO FIT PIPE AND COVERING HOLD ESCUTCHEONS IN PLACE PRODUCT DATA WITHIN 30 CALENDAR DAYS AFTER THE CONTRACTOR HAS RECEIVED THE OWNER'S NOTICE TO PROCEED, SUBMIT: > WITH SET SCREW RESTROOM MATERIALS LIST OF ITEMS PROPOSED TO BE PROVIDED UNDER THIS SECTION , I N MANUFACTURER'S SPECIFICATIONS, CATALOG CUTS, AND OTHER DATA NEEDED TO PROVE COMPLIANCE WITH THE SPECIFIED 3.4 CLEANOUTS, SECURE HE ARCHITECTS APPROVAL OF LOCATIONS FOR CLEANOUTS IN FINISHED AREAS PRIOR TO INSTALLATION I _J PROVIDE CLEANOUTS OF SAME NOMINAL SIZE AS THE PIPES THEY SERVE EXCEPT WHERE CLEANOUTS ARE REQUIRED IN PIPES ., REQUIREMENTS. I 1 1/2 -V c - 1/2" in O SHOP DRAWINGS AND OTHER DATA AS REQUIRED TO INDICATE METHOD OF INSTALLING AND ATTACHING EQUIPMENT, EXCEPT WHERE LARGER THAN 4", 4 CLEANOUTS MAKE CLEANOUTS ACCESSIBLE AFTER PRESSURE TESTS ARE MADE AND APPROVED, �,. r M SUCH DETAILS ARE FULLY SHOWN ON THE DRAWINGS THOROUGHLY GRAPHITE THE CLEANOUT THREADS. i 2'-S N .� RELOCATED ADA LAVATORY Ln O 5 VALVES PROVIDE VAL ES IN DOMESTIC WATER SUPPLY SYSTEMS. LOCATE AND ARRANGE SO AS TO GIVE COMPLETE REGULATION > STERILIZATION CERTIFICATE UPON COMPLETION OF DOMESTIC WATER PIPING SYSTEM, THE ADDED PORTION OF THE SYSTEM SHALL BE 3. I STERILIZED UPON COMPLETION THE CONTRACTOR SHALL DELIVER TO THE ARCHITECT TWO (2) COPIES OF AN ACCEPTABLE OF FIXTURES. PROVIDE V VES IN AT LEAST THE FOLLOWING LOCATIONS IN BRANCHES AND/OR HEADERS OF WATER PIPING SERVING "CERTIFICATE OF PERFORMANCE" FOR THIS ACTIVITY A GROUP OF FIXTURES, R SHUTOFF OF BRANCH MAINS, FOR FLUSHING AND STERILIZING THE SYSTEM, WHERE SHOWN ON THE DRAWINGS. LOCATE VALVE FOR EASY ACCESSIBILITY AND MAINTENANCE UPON COMPLETION OF THE WORK OF THIS SECTION, DELIVER TO THE ARCHITECT FIVE (5) COPIES OF ALL SHOP DRAWINGS 3 6 WATER HAMMER ARRESTORS PROVIDE WATER HAMMER ARRESTORS ON HOT WATER LINES AND COLD WATER LINES INSTALL IN (EQUIPMENT AND FIXTURE SUBMITTALS), OPERATION AND MAINTENANCE MANUALS AND AS-BUILT (RECORD) DRAWINGS ALL MANUALS UPRIGHT POSITION AT ALL QUICK CLOSING VALVES, SOLENOIDS, ISOLATED PLUMBING FIXTURES, AND SUPPLY HEADERS AT PLUMBING ®O.RE Z SHALL INCLUDE A MAINTENANCE SCHEDULE FOR ALL REQUIRED EQUIPMENT (I E PUMPS, WATER FILTERS) ALL MANUALS SHALL BE FIXTURE GROUPS. LOCATE AND SIZE IN ACCORDANCE WITH THE PLUMBING AND DRAINAGE INSTITUTE STANDARD WH-201 INSTALL 4 .oQNER COMPILED IN ACCORDANCE WITH THE PROVISIONS OF DIVISION 1 OF THESE SPECIFICATIONS. WATER HAMMER ARRESTORS BEHIND ACCESS PANELS. 1 3 QUALITY ASSURANCE: USE ADEQUATE NUMBERS OF SKILLED WORKERS WHO ARE THOROUGHLY TRAINED AND EXPERIENCED IN THE 37 BACKFLOW PREVENTIO PROTECT PLUMBING FIXTURES AND FAUCETS AGAINST POSSIBLE BACK-SIPHONAGE ARRANGE FOR PLUMBING PLAN -c� 36005 CO - NECESSARY CRAFTS AND WHO ARE COMPLETELY FAMILIAR WITH THE SPECIFIED REQUIREMENTS AND THE METHODS NEEDED FOR TESTING OF BACKFLOW DEVICES AS REQUIRED BY THE GOVERNMENTAL AGENCY HAVING JURISDICTION � IQ'j PROPER PERFORMANCE OF THE WORK OF THIS SECTION SCALE 1/4"=1'-0" °• "••.••' 3 8 PLUMBING FIXTURE INSTALLATION' SET FIXTURES LEVEL AND IN PROPER ALIGNMENT WITH RESPECT TO WALLS AND FLOORS AND 3'/oNAIL CODES AND REGULATIONS' IN ADDITION TO COMPLYING WITH THE SPECIFIED REQUIREMENTS, COMPLY WITH THE PERTINENT WITH FIXTURES EQUALLY SPACED PROVIDE SUPPLIES IN PROPER ALIGNMENT WITH FIXTURES AND WITH EACH OTHER PROVIDE FLUSH REGULATIONS OF GOVERNMENTAL AGENCIES HAVING JURISDICTION; INCLUDING THE 2003 INTERNATIONAL BUILDING, PLUMBING, FUEL VALVES IN ALIGNMENT WI THE FIXTURE, WITHOUT VERTICAL OR HORIZONTAL OFFSETS GROUT WALL AND FLOOR MOUNTED FIXTURES GAS, AND ENERGY CONSERVATION CODES; AND THE CITY OF VAIL, CO AMENDMENTS IN THE EVENT OF CONFLICT BETWEEN OR WATERTIGHT WHERE THE FIXTURES ARE IN CONTACT WITH WALLS AND FLOORS. AMONG SPECIFIED REQUIREMENTS AND PERTINENT REGULATIONS, THE MORE STRINGENT REQUIREMENT WILL GOVERN WHEN SO ________ DIRECTED BY THE ARCHITECT 3 9 DISINFECTION OF POTABLE WATER SYSTEMS FILL SYSTEM WITH WATER-CHLORINE SOLUTION CONTAINING AT LEAST 50 PARTS PER I (E) 3"-S TO DEMO PIPING IN WALL MILLION OF CHLORINE. TH SYSTEM OR PART THEREOF SHALL BE VALVED OFF AND ALLOWED TO STAND FOR 24 HOURS (3 HOURS I REMAIN 1 4 DELIVERY, STORAGE, AND HANDLING COMPLY WITH THE PERTINENT PROVISIONS OF DIVISION 1 IF A SOLUTION CONTAINING 200 PARTS PER MILLION OF CHLORINE IS USED). FLUSH SYSTEM WITH CLEAN, POTABLE WATER UNTIL (E) HW & CW DEMO UN-USED 1 5 GENERAL REQUIREMENTS' WHERE REQUIRED BY CODE, ALL WORK MUST BE INSPECTED AND APPROVED BY LOCAL AUTHORITIES THE CHLORINE RESIDUAL N THE WATER DOES NOT EXCEED THE CHLORINE RESIDUAL IN THE FLUSHING WATER. THE PROCEDURE PIPING �a 2_"-S TO LAV ' SHALL BE REPEATED IF I IS SHOWN BY BACTERIOLOGICAL EXAMINATION MADE BY AN APPROVED AGENCY THAT CONTAMINATION _______ - -- - - --- PRIOR TO FINAL ACCEPTANCE, FURNISH THE ARCHITECT/OWNER WITH CERTIFICATES OF INSPECTION AND APPROVALS BY LOCAL PERSISTS IN THE SYSTEM } r S r r - -- ' AUTHORITIES BEFORE ACCEPTANCE AND FINAL PAYMENT, DEMONSTRATE THAT ALL APPERATI ARE FUNCTIONING PROPERLY AND --------- ------- ----- ---- - - - - -- - ------------ ----- - EFFICIENTLY SYSTEM, MATERIAL, AND WORKMANSHIP SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR AFTER THE COMPLETION �! a 3 10 OTHER TESTING AND ADJUSTING PROVIDE PERSONNEL AND EQUIPMENT, AND ARRANGE FOR AND PAY THE COSTS OF ALL c H L _ _ AND ACCEPTANCE REPLACE ALL DEFECTIVE WORKMANSHIP, EQUIPMENT AND MATERIALS WITHOUT ADDITIONAL CHARGES, INCLUDING REQUIRED TESTS AND INS ECTIONS REQUIRED BY GOVERNMENTAL AGENCIES HAVING JURISDICTION WHERE TESTS SHOW MATERIALS OR j / -- REFRIGERANT THAT IS LOST DURING RELATED REPAIRS WORKMANSHIP TO BE DEFICIENT, REPLACE OR REPAIR AS NECESSARY, AND REPEAT THE TESTS UNTIL THE SPECIFIED STANDARDS ARE ACHIEVED ADJUST THE S STEM TO OPTIMUM STANDARDS OF OPERATION PART 2 - PRODUCTS I ;(E) 2"-V 3 11 FIRE PENETRATIONS WHERE PIPING PASSES THROUGH FIRE RATED FLOORS, WALLS, OR PARTITIONS, THE SLEEVES SHALL BE UP THRU i i 2 1 PIPE SCHEDULE COMPLETELY SEALED WITH A FIRE STOP MATERIAL THAT IS U L LISTED (EQUAL TO DOW CORNING) AND ACCEPTED BY THE BUILDING I DECK DEPARTMENT AND FIRE DEPARTMENT AS BEING SUITABLE FOR THE SERVICE THIS MATERIAL SHALL BE INSTALLED IN ACCORDANCE ! I DRAIN, WASTE, AND VENT SYSTEM WITH THE MANUFACTURERS PUBLISHED INSTRUCTIONS IN ORDER TO MAINTAIN THE FIRE RATING OF THE PENETRATED WALL, FLOOR, I REMOVE ADA WATER CLOSET AND 00 STANDARD DUTY HUBLESS CAST-IRON PIPE AND FITTINGS, ASTM A 888, WITH SHIELDED STAINLESS-STEEL COUPLINGS AND OR PARTITION INSTALLATION SHALL BE ATHROUGH-PENETRATION FIRESTOP SYSTEM INSTALLED AS TESTED IN ACCORDANCE WITH i ADA LAVATORY AND SAVE FOR HUBLESS-COUPLING JOINTS ASTM E 814 AND UL 1479. THE FIRE RATING SHALL MATCH THE RATING OF THE BARRIER BEING PENETRATED. --------------------------------- ' ' RE-INSTALLATION, NOTE FLOOR 0 FLANGE IS TO BE RE-USED 3 12 DEMOLITION WHERE PLUMBING FIXTURES ARE INDICATED TO BE DEMOLISHED REMOVE SAME FROM THE PREMISIS CUT AND CAP i j 0 WATER SYSTEMS DOMESTIC PIPING : r�---------- ----i L ( ) WATER, SANITARY, AND D VENT PIPING BEHIND FINISHED WALLS, BELOW FLOOR, AND ABOVE FINISHED CEILING SO NO PIPING IS L_____________________________ ________________ --------------- ----- EXPOSED EXCEPTION DO NOT REMOVE PIPING THAT WILL BE REUSED FOR THE INSTALLATION OF NEW FIXTURES REMOVE ANY _________________________________ O ABOVE GROUND. PROVIDE TYPE "L" HARD DRAWN COPPER WITH WROUGHT COPPER FITTINGS JOINED WITH LEAD FREE SOLDER BELOW UNUSED WASTE PIPING RESULTING FROM ASSOCIATED DEMOLITION, PER CODE PROVIDE IN THE BID, A SEPARATE BREAK-OUT PRICE i GROUND. PROVIDE TYPE "K" SOFT ANNEALED COPPER WITH NO SOLDERED JOINTS. FOR DEMOLITION OF EXIS ING UNDERGROUND WASTE MAINS PER LINEAL FOOT FOR 2-INCH, 3-INCH, AND 4-INCH PIPE SIZES �� V 2.2 MATERIALS CAST IRON SOIL PIPE AND FITTINGS. FOR COPPER PIPING, PROVIDE WROUGHT COPPER OR DWV TYPE FITTINGS FOR THE APPROPRIATE PIPING SYSTEM. ALL EXPOSED ----------------------- --------------- ---- ----' - r PIPING IN KITCHENS AND OTHER FOOD PREPARATION AREAS SHALL BE COPPER F`-- ------------------------ C 23 VALVES. GATE VALVES: EQUAL TO WATTS GV SERIES, BRONZE, 200-PSI WOG. GLOBE VALVES- EQUAL TO WATTS GLV SERIES, •- BRONZE, 200-PSI WOG BALL VALVES EQUAL TO WATTS B-600 SERIES, STANDARD PORT, BRONZE 1/4" - 2" VALVES SHALL BE h 600 PSI WOG 2-1/2" - 4" SHALL BE 400 PSI WOG. PLUMB NG PIPING LEGEND PLUMBING DEMOLITION PLAN •; ABBREVIATIONS 2 4 FLASHING WHERE PIPES OF THIS SECTION PASS THROUGH THE ROOF, FLASH WITH SEMCO #1100-4 SEAMLESS 4 LB FLASHING, ASHRAE - AMERICAN SOCIETY OF HEATING, REFRIGERATION, AND AIR CONDITIONING r- WITH STEEL REINFORCED "VARI-PITCH" BOOT AND CAST IRON COUNTER FLASHING SLEEVE N ENGINEERS, INC 25 PIPE HANGERS ------JWHA------ REDUCING FITTING - PIPE REDUCES IN SIZE IN BTU/H - BRITISH THERMAL UNITS PER HOUR DIRECTION OF ARROW CW - DOMESTIC COLD WATER WATER PIPING' PROVIDE FEE AND MASON #212 SPLIT RING HANGERS WITH SUPPORTING RODS. PROVIDE SEMCO "TRISOLATORS". ------ ------ BALL VALVE WITH MANUAL LEVER ACTUATOR DEG F - DEGREES FAHRENHEIT STOP VALVE DWV - DRAINAGE, WASTE, AND VENT • SOIL AND WASTE PIPING. PROVIDE FEE AND MASON #212 ADJUSTABLE RING HANGERS WITH SUPPORTING RODS USE FEE AND MASON GAL - U S. GALLON #212 RISER CLAMPS AS REQUIRED ------ ----- WATER HAMMER ARRESTOR GC - GENERAL CONTRACTOR ' 2 6 CLEANOUTS- ZURN Z-1400 LEVEL-TROL ADJUSTABLE FLOOR CLEANOUT, DURA-COATED CAST IRON BODY, WITH GAS AND S SANITARY DRAIN PIPING GPH - GALLONS PER HOUR (E) 2"-V r WATERTIGHT ABS TAPERED THREAD PLUG, AND ROUND SCORIATED SECURED TOP ADJUSTABLE TO THE FINISHED FLOOR FINISHED -----------V ----------- SANITARY VENT PIPING HW - DOMESTIC HOT WATER FLOORS' PROVIDE ZURN ZN-1400 WITH APPROPRIATE SUFFIX FOR FLOOR FINISH FLOORS WITH WATERPROOFING MEMBRANE PROVIDE ______ LBS - POUNDS REMOVED LAVATORY — C —-—-—-— DOMESTIC COLD WATER PIPING ,. "FLUSH-WITH-FLOOR" TYPE CLEANOUTS, WITH ADJUSTABLE WATERTIGHT COVERS AND INTEGRAL ANCHORING FLANGE WITH CLAMPING PC - PLUMBING SUBCONTRACTOR & WATER CLOSET i� COLLAR FINISHED WALLS: PROVIDE ZURN ZS-1469 WITH STAINLESS STEEL ACCESS PLATE AND SCREW ---------- H ---------- DOMESTIC HOT WATER PIPING PSI - POUNDS PER SQUARE INCH �I i i G NATURAL GAS PIPING RC - DOMESTIC RECIRCULATION HOT WATER J`V N 27 TRAPS- FOR LAVATORIES AND SINKS, EXCEPT SERVICE SINKS, PROVIDE LOS ANGELES PATTERN CAST BRASS TRAPS WITH BRASS j NUTS SAN - SANITARY WASTE TW - TEMPERED HOT WATER 3" 2 8 WATER HAMMER ARRESTORS REFER TO SCHEDULE W/ - WITH ,,,5 2" No. Description _ Date -- PIPE TURNING DOWN WCO - WALL CLEANOUT 3j CONSTRUCTION 8/14/07 2.9 FIXTURES AND EQUIPMENT- PROVIDE PLUMBING FIXTURES, TRIM, AND EQUIPMENT AS INDICATED ON THE PLUMBING PLANS. ----- — -o FCO - FLOOR CLEANOUT PIPE TURNING UP RELOCATED 210 INSULATION' INSULATE HOT, COLD AND RECIRCULATED HOT WATER PIPING WITH 1-IN. THICK FIBERGLASS INSULATION WITH ----------+ FIXTURE CONNECTION RELOCATED LAVATORY PLENUM RATED JACKET RUNOUTS UP TO 12 FEET SHALL HAVE 1/2-IN THICK INSULATION INSULATION SHALL BE EQUAL TO JOHNS WATER CLOSET MANVILLE MICRO-LOK, WITH A MAXIMUM CONDUCTIVITY OF 0 27 BTU PER IN/HR * SF * degF COLD WATER PIPING INSULATION POINT OF CONNECTION TO EXISTING 2"WCO SHALL HAVE VAPOR BARRIER. AT ALL HANGER AND SUPPORT LOCATIONS, PROVIDE 8-IN LONG, 20 GAUGE GALVANIZED IRON (D) DEMOLISH INSULATION GUARDS. INSULATION AT THESE LOCATIONS SHALL BE RIGID (E) EXISTING TO REMAIN PROTECT EXPOSED PIPING FOR ALL ADA ACCESSIBLE FIXTURES WITH INSULATION EQUAL TO TRU BRO (R) RELOCATE 211 SLEEVES WHERE PIPES PASS THROUGH CONCRETE, MASONRY, OR STUD WALLS, OR PASS THROUGH CEILINGS, PROVIDE "SPERZEL" RUSTPROOF "CRETE-SLEEVE" OF THE SIZE REQUIRED WHERE PIPES PASS THROUGH FIRE RATED PARTITIONS AS DESIGNATED ON THE ARCHITECTURAL PLANS, PROVIDE FIRE SEALS AROUND PIPES, WHICH ARE EITHER UL LISTED OR FM APPROVED Y�ASOMETRIC DIAGRAM 2 12 OTHER MATERIALS PROVIDE OTHER MATERIALS NOT SPECIFICALLY DESCRIBED BUT REQUIRED FOR A COMPLETE AND PROPER sCALE•NON INSTALLATION, AS SELECTED BY THE CONTRACTOR SUBJECT TO THE APPROVAL OF THE ARCHITECT PART 3 - EXECUTION 3 1 SURFACE CONDITIONS EXAMINE THE AREAS AND CONDITIONS UNDER WHICH WORK OF THIS SECTION WILL BE PERFORMED CORRECT CONDITIONS DETRIMENTAL TO TIMELY AND PROPER COMPLETION OF THE WORK DO NOT PROCEED UNTIL UNSATISFACTORY CONDITIONS ARE CORRECTED Specialty Sports Venture 3 2 INSTALLATION OF PIPING AND EQUIPMENT- PROCEED AS RAPIDLY AS THE BUILDING CONSTRUCTION WILL PERMIT THOROUGHLY CLEAN ITEMS BEFORE INSTALLATION. CAP PIPE OPENINGS TO EXCLUDE DIRT UNTIL FIXTURES ARE INSTALLED AND FINAL CONNECTIONS HAVE BEEN MADE CUT PIPE ACCURATELY, Vail Breeze Rentals AND WORK IN PLACE FORCING, RBP PER�CLEARING WINDOWS, O OTHER OPENINGS EXCESSIVE CUTTING OROTH RWEAKENNGOFHEBUILDING WILL NOT SH WNO TOOL MARKS OR T READSONEXPOS D PLUMBING PLAN PLATED, POLISHED, OR ENAMELED CONNECTIONS FROM FIXTURES TAPE ALL FINISHED SURFACES TO PREVENT DAMAGE DURING AND SPECIFICATIONS CONSTRUCTION MAKE CHANGES IN DIRECTION WITH FITTINGS; MAKE CHANGES IN MAIN SIZES WITH ECCENTRIC REDUCING FITTINGS UNLESS OTHERWISE NOTED, INSTALL WATER SUPPLY AND RETURN PIPING WITH FLAT SIDE OF ECCENTRIC FITTINGS FACING UP RUN „ k` HORIZONTAL SANITARY PIPING AT A UNIFORM GRADE OF 1/4" PER FOOT, UNLESS OTHERWISE NOTED RUN HORIZONTAL WATER PIPING • WITH AN ADEQUATE PITCH UPWARDS IN DIRECTION OF FLOW TO ALLOW COMPLETE DRAINAGE PROVIDE SUFFICIENT SWING JOINTS, Project Number 070708 BALL JOINTS, EXPANSION LOOPS, AND DEVICES NECESSARY FOR A FLEXIBLE PIPING SYSTEM, EVEN IF NOT SPECIFICALLY SHOWN ON Date 14 Aug 2007 THE DRAWINGS SECURELY BOLT ALL EQUIPMENT, ISOLATORS, HANGERS, AND SIMILAR ITEMS IN PLACE SUPPORT EACH ITEM INDEPENDENTLY FROM THE STRUCTURE DO NOT USE WIRE FOR HANGING OR STRAPPING PIPES PROVIDE COMPLETE DIELECTRIC Drawn by JWB ISOLATION BETWEEN FERROUS AND NONFERROUS METALS, FOR INSULATED PIPE, PROVIDE SLEEVES OF ADEQUATE SIZE TO ACCOMMODATE THE FULL THICKNESS OF PIPE COVERING, WITH CLEARANCE FOR PACKING AND CAULKING CAULK THE SPACE BETWEEN Checked by CME a IL SLEEVE AND PIPE OR PIPE COVERING, USING A NON-COMBUSTIBLE, PERMANENTLY PLASTIC, WATERPROOF, NON-STAINING COMPOUND -t , r� WHICH LEAVES A SMOOTH FINISHED APPEARANCE, OR PACK WITH NON-COMBUSTIBLE, NON-ASBESTOS COTTON, ROPE, OR FIBERGLASS 00 °CD LO TO WITHIN 1/2" OF BOTH WALL FACES, AND PROVIDE THE WATERPROOF COMPOUND DESCRIBED ABOVE 19590 East Main St. #209, Parker, CO 80138 P1 (303) 646-4770 voice (303) 646-5623 facsimile °o N Scale o co ti