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Home My WebLink AboutB07-0192TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT਍ഀ 75 S. FRONTAGE ROAD਍ഀ VAIL, CO 81657਍ഀ 970-479-2138਍ഀ NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES਍ഀ NEW (SFR,P/S,DUP) PERMIT਍ഀ Job Address: 344 BEAVER DAM RD VAIL਍ഀ Location.....: 344 BEAVER DAM RD਍ഀ Parcel No...: 210107113012਍ഀ OWNER DAYTON, JOHN W. & ARLENE J. 06/27/2007਍ഀ 2703 ROUTH STNE਍ഀ DALLAS਍ഀ TX 75201਍ഀ APPLICANT GEORGE SHAEFFER CONSTRUCTION06/27/2007਍ഀ PO BOX 373਍ഀ VAIL਍ഀ CO 81657਍ഀ License: 302-A਍ഀ CONTRACTOR GEORGE SHAEFFER CONSTRUCTION06/27/2007਍ഀ PO BOX 373਍ഀ VAIL਍ഀ CO 81657਍ഀ License: 302-A਍ഀ Desciption: DEMO AND BUILD A NEW SFR਍ഀ Occupancy Type਍ഀ Totals...਍ഀ Permit B07-0192਍ഀ Project PRJ06-0162਍ഀ Status਍ഀ ISSUED਍ഀ Applied..:਍ഀ 06/27/2007਍ഀ Issued .਍ഀ 08/06/2007਍ഀ Expires.....:਍ഀ 02/02/2008਍ഀ Phone: 845-5656਍ഀ Phone: 845-5656਍ഀ U~ 0A 3਍ഀ Factor Sq Feet Valuation਍ഀ 8,200 $3,000,000.00*਍ഀ Number of Dwelling Units: 1਍ഀ Town of Vail Adjusted Valuation: 3,000,000.00਍ഀ Revision Valuation: $0.00਍ഀ a**«»++sr*r:+sr***»****+*********►********+****+***+*****x FEE SUMMARY਍ഀ Building > $12, 906.75 Restuarant Plan Review--> $0.00 Total Calculated Fees----->਍ഀ $22,532.44਍ഀ Plan Check $8,390.69 Recreation Fee------------ > $1,230.00 Additional Fees >਍ഀ $0.00਍ഀ Investigation-> $0.00 TOTAL FEES > $22,532.44 Total Permit Fee----------->਍ഀ $22,532.44਍ഀ Will Call-----> $3.00 Payments >਍ഀ $22,532.44਍ഀ BALANCE DUE--------- >਍ഀ $0.00਍ഀ ~****»►*r**s*t*****~r****r****r*****r*******~****+**~s***~s*****~r*r►***w**x►**~******+►«**►+**+►~~*****~**►**+►~*+*~~~~+►++s***~r***r**~*+++**sr਍ഀ Approvals:਍ഀ Item: 05100 BUILDING DEPARTMENT਍ഀ 08/01/2007 cgunion Action: COND see conditions਍ഀ Item: 05400 PLANNING DEPARTMENT਍ഀ 07/21/2007 bgibson Action: AP office set routed to G-1਍ഀ Item: 05600 FIRE DEPARTMENT਍ഀ 07/03/2007 JJR Action: AP See conditions.਍ഀ Perimeter exceeds 3001.਍ഀ Landscape features prevent fire department access.਍ഀ Fire sprinkler system and fire alarm system required.਍ഀ Item: 05500 PUBLIC WORKS਍ഀ 08/02/2007 gc Action: COND see conditions਍ഀ Item: 05550 ENGINEERING CIVILS਍ഀ See the Conditions section of this Document for any conditions that may apply to this permit.਍ഀ DECLARATIONS਍ഀ I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan,਍ഀ and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all਍ഀ Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review਍ഀ approved, International Building and Residential Codes and other ordinances of the Town applicable thereto.਍ഀ REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVAN'gE ~T PHONE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM਍ഀ 4 PM. 1 YO਍ഀ SIGNATURE OF10WNER OR CONTRACTOR FOR HIMSELF AND OWNER਍ഀ ਍ഀ CONDITIONS OF APPROVAL਍ഀ Permit B07-0192 as of 08-06-2007 Status: ISSUED਍ഀ ਍ഀ Permit Type: NEW (SFR,P/S,DUP) PERMIT Applied: 06/27/2007਍ഀ Applicant: GEORGE SHAEFFER CONSTRUCTION Issued: 08/06/2007਍ഀ Job Address: 344 BEAVER DAM RD VAIL਍ഀ Location: 344 BEAVER DAM RD਍ഀ Parcel No: 210107113012਍ഀ ਍ഀ CONDITIONS਍ഀ ਍ഀ Cond: 33਍ഀ (PLAN) THIS PROJECT WILL REQUIRED A SITE IMPROVEMENT SURVEY. SUCH SURVEY SHALL਍ഀ BE SUBMITTED AND APPROVED PRIOR TO REQUEST FOR A FRAME INSPECTION.਍ഀ Cond: 12਍ഀ (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.਍ഀ Cond: CON0009117਍ഀ Fire sprinkler system required and shall comply with NFPA 13R(2002) and VFES਍ഀ standards.਍ഀ Cond: CON0009119਍ഀ Monitored fire alarm system required and shall comply with NFPA 72(2002) and਍ഀ VFES standards.਍ഀ Cond: 18਍ഀ (BLDG.): STAIRWAYS ARE REQUIRED TO MEET SECTION R311.5 OF THE 2003 IRC OR਍ഀ SECTION 1009 OF THE 2003 IBC.਍ഀ Cond: 19਍ഀ (BLDG.): GUARDS ARE REQUIRED TO MEET SECTION R312 OF THE 2003 IRC OR SECTION਍ഀ 1012 OF THE 2003 IBC.਍ഀ Cond: 34਍ഀ (BLDG.): A COPY OF THE SOILS REPORT WILL BE REQUIRED BEFORE A FOOTING਍ഀ INSPECTION WILL BE CALLED FOR.਍ഀ Cond: 39਍ഀ (BLDG): EMERGENCY ESCAPE AND RESCUE OPENINGS ARE REQUIRED TO MEET SECTION R310਍ഀ OF THE 2003 IRC OR SECTION 1025 OF THE 2003 IBC.਍ഀ Cond: CON0009183਍ഀ PROPOSED FIREPLACE IS NOT APPROVED. FIREPLACES SHALL COMPLY WITH IRC R1003਍ഀ MASONRY FIREPLACE CONSTRUCTION REQUIREMENTS, OR BE A FACTORY BUILT UNIT਍ഀ COMPLYING WITH IRC R1004 AND UL127.਍ഀ Cond: CON0009189਍ഀ Provide stamped PE drawings of retaining walls with factor of safty, design਍ഀ perameters and assumptions.਍ഀ Entry: 08/02/2007 By: gc Action: AP਍ഀ TOWN OF VAIL, COLORADO Statement਍ഀ Statement Number:਍ഀ R070001440 Amount: $16,514.2508/06/200710:24 AM਍ഀ Payment Method:਍ഀ Check Init: DDG਍ഀ Notation: George Shaeffer਍ഀ 89921਍ഀ ਍ഀ Permit No:਍ഀ ਍ഀ B07-0192 Type: NEW (SFR,P/S,DUP) PERMIT਍ഀ Parcel No:਍ഀ 2101-071-1301-2਍ഀ Site Address:਍ഀ 344 BEAVER DAM RD VAIL਍ഀ Location:਍ഀ 344 BEAVER DAM RD਍ഀ Total Fees: $22,532.44਍ഀ This Payment:਍ഀ $16,514.25 Total ALL Pmts: $22,532.44਍ഀ Balance: $0.00਍ഀ ACCOUNT ITEM LIST:਍ഀ Account Code਍ഀ Description Current Pmts਍ഀ ਍ഀ BP 00100003111100਍ഀ ਍ഀ BUILDING PERMIT FEES 12,908.75਍ഀ PF 00100003112300਍ഀ PLAN CHECK FEES 2,372.50਍ഀ RF 11100003112700਍ഀ RECREATION FEES 1,230.00਍ഀ WC 00100003112800਍ഀ ਍ഀ WILL CALL INSPECTION FEE 3.00਍ഀ ਍ഀ 10-15-2009 Inspection Request Re Forting Page 1 4:25 pm Vim, GO - City O Requested Inspect Date: Friday, October 16, 2009 Inspection Area: CG Site Address: 344 BEAVER DAM RD VAIL 344 BEAVER DAM RD A/P/D Information Activity: B07-0192 Type: B-BLD Sub Type: NSFR Status: ISSUED Const Type: 101 Occupancy: Use: V-B Insp Area: CG Owner: DAYTON, JOHN W. & ARLENE J. Contractor: GEORGE SHAEFFER CONSTRUCTION Phone: 845-5656 Description: DEMO AND BUILD A NEW SFR Requested Inspection(s) Item: 540 BLDG-Final C/O Requested Time: 08:00 AM Requestor: GEORGE SHAEFFER CONSTRUCTION Phone: 845-5656 Comments: 390-5605 Assigned To: CGUNION Entered By: JMONDRAGON K Action: Time Exp Comment: ~Rzu-W U I E-EABELS REQUIRED 01 UIIDTZS BETWEEN MECHANICAL ROOM AND GARAGE AND RC AWL SPACE 2 PULL GRADE AWAY FROM SIDING AT REAR OF HOUSE 6" MIN. 3 PUBLIC WORKS FINAL IS REQUIRED 01 U 42 S Inspection History / Item: 10 BLDG-FOOTING "Approved" 09/14/07 Inspector: GCD Action: PI PARTIAL INSPECTION Comment: SOILS REPORT RECEIVED. FOOTINGS AND 2 IN FOOTING PADS AS HILITED ON PLANS 10/26/07 Inspector: GCD Action: PA PARTIAL APPROVAL Comment: ALL INTERIOR PADS AND FOOTINGS. 11/09/07 Inspector: GCD Action: CR CORRECTION REQUIRED Comment: 1.PADS AT END OF FOOTINGS REQD TO BE 17" DEEP 2.SECTION 1-S201 DOWEL REQD TO ALTERNATE 3.REMOVE MUD FROM WEST SECTION OF FOOTING 11/12/07 Inspector: dplace Action: AP APPROVED Comment: drill and pin garage footing into house footing. site wall was also checked and builder was told not to ues round rocks to holdup footings. 03/27/08 Inspector: shahn Action: AP APPROVED Comment: SPA REBAR OK. 04/25/08 Inspector: GCD Action: CR CORRECTION REQUIRED Comment: 1.REMOVE SNOW FROM FOOTING 2.DOWELS REQD TO BE 1'4" OC NOT ENOUGH DOWELS ON JOB. 04/28/08 Inspector: GCD Action: PA PARTIAL APPROVAL Comment: CORRECTIONS FROM 04-25-08 FOR FOOTING APPR. 05/21/08 Inspector: JRM Action: AP APPROVED Comment: APPROVED STRUCTURAL SLAB AND STAIRS EAST END OF BLDG 08/20/08 Inspector: JGG Action: AP APPROVED Comment: Footing steel OK. Item: 20 BLDG-Foundation/Steel Approved 09/27/07 Inspector: shahn Action: PI PARTIAL INSPECTION Comment: PARTIAL FOUNDATION ON SOUTH SIDE AS HILITED IN YELLOW FIRST LIFT. 09/28/07 Inspector: GCD Action: PA PARTIAL APPROVAL Comment: 2nd LIFT OF NWE FOUNDATION WALL SOUTH SIDE AT EXISTING WALL 10/03/07 Inspector: shahn Action: PI PARTIAL INSPECTION REPT131 Run Id: 10483 Continued: Comment: Comment: 2ND LIFT ON SOUTH. REST OF FOUNDATION REBAR OK AS HILITED, AND ((1) PAD. 10/22/07 Inspector: shahn Action: NR NOT REAbY FOR INSPECTION Comment: not ready. STEEL IN REBAR DOES NOT MATCH S205/8 AND S202/6. 10/23/07 Inspector: shahn Action: PA PARTIAL APPROVAL Comment: DETAIL 2/S502 UNCLEAR WHY CROSS SECTION REBAR SHOWN. TOLD GC TO CONTACT ENGINEER FOR CLARIFICATION. APPROVED AS NOTED ON PLANS. 10/26/07 Inspector: GCD Action: PA PARTIAL APPROVAL Comment: SOUTH RETAINING WALL PROVIDE ENG STAMPED DRAWING OF CHANGE TO WALL. 11/16/07 Inspector: s remmer Action: PA PARTIAL APPROVAL Comment: north portionof foundation 11/21/07 Inspector: GCD Action: PA PARTIAL APPROVAL Comment: PATIO SLABS 02/26/08 Inspector: SHAHN Action: PA PARTIAL APPROVAL Comment: SPA FOOTER REBAR APPROVED. 02/29/08 Inspector: GCD Action: PA PARTIAL APPROVAL Comment: LAUNDRY ROOM SLAB, FIREPLACE STRUCTURAL SLAB, AND GARAGE SLAG. 03/04/08 Inspector: JRM Action: PA PARTIAL APPROVAL Comment: PARTIAL APPROVED 1ST POUR OF SITE WALL SPA SURROUND 04/28/08 Inspector: GCD Action: PA PARTIAL APPROVAL Comment: STRUCTURAL SLAB ON NORTH SIDE APPR 05/07/08 Inspector: SHAHN Action: PA PARTIAL APPROVAL Comment: STAIR ENTRYWALL AND SPA LINTEL REBAR AS HILITED. 08/22/08 Inspector: NSC Action: AP APPROVED Comment: foundation wall is ok. maintain clearence to form's Item: 21 PLAWILC Foundation Plan Approved 09/08/08 Inspector: Warren Action: AP APPROVED Comment: Reviewed and approved in Bill Gibson's absence Item: 30 BLDG-Framing Approved 09/05/08 Inspector: GCD Action: DN DENIED Comment: 1.ILC REQD 2.FIREPLACE PERMIT SILL IN DENIED STATUS 09/09/08 Inspector: GCD Action: CR CORRECTION REQUIRED Comment: 1. 14" LVL SPECTED AT ROOF FRAMING ABOVE TRANSOM WINDOW. 2.DRAFT STOP MECHANICAL CHASE AT FLOOR LEVELS. 3.VERIFY SPACING OF CLIPS AT SHEAR WALLS. 4.PROVIDE STEEL SPECIAL INSPECTION FOR WELDING. 5.PROVIDE DETAIL 1/S104 6.AT B SHEAR WALL IN LAUNDRY ADD ANCHOR BOLTS TO = 2' ON CENTER. SAME AT SHEAR WALL C IN BATH TO = 1' OC. 7.PROVIDE SHEAR WALL D IN CLOSET OR ALTERNATE. 09/10/08 Inspector: GCD Action: CR CORRECTION REQUIRED Comment: CONTINUATION OF FRAMING FROM 09-09-08 8.IN CRAWLSPACE AT SHEAR WALL B TIGHTEN ANCHOR BOLTS AND ADD ONE AT PLATE SPLICE. 9.DETAIL 13 ON S/203 WAS DELETED PROVIDE ENG APPROVAL 10.PROVIDE REVISED PLANS AND SSK DETAILS. NO MORE INSPECTIONS UNTIL FIREPLACES ARE PERMITTED AND INSPECTED 09/19/08 Inspector: JRM Action: AP APPROVED Comment: FRAMING APPROVED. FIREPLACE PERMIT STILL DENIED DESIGNEER TO MEET WITH INSPECTOR TO DISCUSS ITEMS CORRECTED WELDING REPORT REC'D, Item: 22 PLAN-ILC FRAMING Approved *1 09/08/08 Inspector: Warren Action: AP APPROVED Comment: Reviewed and approved in Bill Gibson's absence Item: 50 BLDG-Insulation Approved 10/27/08 Inspector: JGG Action: AP APPROVED Comment: Insulation OK, see comments in LHN. Item: 60 BLDG-Sheetrock Nail Approved 11/12/08 Inspector: GCD Action: PA PARTIAL APPROVAL Comment: LOWER LEVEL- BEDROOMS 1,2,3 MEDIA ROOM AND LAUNDRY. 11/28/08 Inspector: GCb Action: AP APPROVED Comment: LOWER LEVEL BEDROOMS 4 AND 5. MASTER BEDROOM AND CLOSET AND BATHROOM WITH TUB, (EXCLUDING BATH WITH SHOWER). LAUNDRY AND PANTRY (NOT KITCHEN). UPPER LEVEL OPEN ROOM AND STAIR WELL. AREAS NOT READY MAIN ENTRY AND DINING AND GREAT ROOMS. 12/16/08 Inspector: JGG Action: PA PARTIAL APPROVAL Comment: Kitchen and great room OK. Several sheets missing, due to Corten finish material to be installed later. Drywall screws OK. 12/17/08 Inspector: JGG Action: PA PARTIAL APPROVAL Comment: Kitchen, great room OK, Corten panels to be installed. 01/22/09 Inspector: JGG Action: PA PARTIAL APPROVAL Comment: Ceiling and east wall living room were OK. 02/04/09 Inspector: JRM Action: PA PARTIAL APPROVAL Comment: GARAGE WALLS AND PARTIAL CEILING ONLY (MISSING CEILING GYP NORTH HALF Item: 70 BLDG-Misc. Item: 90 BLDG-Final Item: 532 PW-TEMP. C/O Approved 07/17/09 Inspector: Is Action: CR CORRECTION REQUIRED Comment: Retaining wall exceed 6 ft in height contractor to provide bond for repairs. Parking issues and dumpster removal required before ~'W is signing off on TCO. 07/23/09 Inspector: Is Action: AP APPROVED Comment: REPT131 Run Id: 10483 10-15-2009 Inspection Request Reporting Page 3 4:25 pm Vail, r_O City Ot item: 533 PLAN-TEMP. C/O Approved 07/16/09 Inspector: bgibson Action: CR CORRECTION REQUIRED Comment: retaining walls exceed 6 feet in height. DIA received for driveway and landscaping. 07/20/09 Inspector: bgibson Action: AP APPROVED Comment: DIA received for retaining wall height corrections Item: 530 BLDG-Temp. C/O Approved 07/17/09 Inspector: JRM Action: AP APPROVED Comment: Item: 539 PW-FINAL C/O Approved 09/10/09 Inspector: Is Action: AP APPROVED Comment: Item: 537 PLAN-FINAL C/O Approved 09/09/09 Inspector: bgibson Action: AP APPROVED Comment: Item: 540 BLDG-Final C/O 09/09/09 Inspector: c Action: CR CORRECTION REQUIRED Comment: 1) 20 MINUTE LABELS REQUIRED ON DOORS BETWEEN MECHANICAL ROOM AND ARAGE AND CRAWL SPACE 2 PULL GRADE AWAY FROM SIDING AT REAR OF HOUSE 6" MIN. 3 PUBLIC WORKS FINAL IS REQUIRED REPT131 Run Id: 10483 APPLICA I T AC6PT C LIPL E OR UNSIGNED`਍ഀ Project C'j਍ഀ Building Permit਍ഀ i' 970-479-2149 (Inspections)਍ഀ IOWNOF VARL ' TOWN OF VAIL BUILDING PERMIT APPLICATION਍ഀ Separate Permits are required for electrical, plumbing, mechanical, c਍ഀ 75 S. Frontage Rd.਍ഀ Vail, Colorado 81657਍ഀ CONTRACTOR INFORMATION਍ഀ r,਍ഀ r਍ഀ General Contractor: 11 Town of it Reg. Contact Person and Phone #'s:਍ഀ GEORGE SHAEFFER CONSTRUC ION 1 I Mitch Sturde 970-390-5605਍ഀ Email address: mitchs sconc . com Fax 970-84507013਍ഀ Contractor Signature:਍ഀ CnMPI FTF VAI I IATInNS FnR RI III nimr; PFRMIT /l ahnr & Matprialsl਍ഀ BUILDING: .m.000਍ഀ ELECTRICAL: $਍ഀ OTHER: $਍ഀ PLUMBING: $਍ഀ MECHANICAL: $਍ഀ TOTAL: $਍ഀ ForParce/# ConfaclEaa/e CouatvAssessors Office at 970-328-86dO or visit www eaa/e-comwh!com਍ഀ Parcel # 210107113012਍ഀ Job Name: Dayton Residence਍ഀ Job Address: 344 BEaver Dam Rd਍ഀ Legal Description Lot: 1 0 Block: 2 Filing: 3rd Subdivision:਍ഀ Owners Name: John Dayton Addre"s 703 Routh St Dallas TX 7਍ഀ 2 o1ne:਍ഀ Architect/Designer: Address:਍ഀ Phone:਍ഀ 970-479-2990਍ഀ Engineer: Solu ioness: PO Box 2494 Avon, CO 8161਍ഀ Ohon 70-949-71 00਍ഀ Detailed description of wor :਍ഀ acs Q rA 12.E V'M N'.w਍ഀ )਍ഀ Work Class. New Addition ( ) Remodel(--) Repair( ) Demo %M Other(਍ഀ Work Type: Interior ( ) Exterior ( ) Both 7 X Does an EHU exist at this location: Yes ( ) No (X)਍ഀ Type of Bldg.: Single-family (X) Two-family ( ) Multi-family ( ) Commercial ( ) Restaurant ( ) Other ( )਍ഀ No. of Existing Dwelling Units in this building: n /a No. of Accommodation Units in this building: n/a਍ഀ No/Type of Fireplaces Existin : Gas Appliances Gas Los Wood/Pellet Wood Burnin g (X)਍ഀ No/T e of Fire laces Proposed: Gas Appliances Gas L s Wood/Pellet Wood Burning NOT ALLOWED਍ഀ Does a Fire Alarm Exist: Yes( ) No k) Does a ire Sprinkler System Exist: Yes( ) No(਍ഀ **********Ft*****************************FOR OFFIC USE਍ഀ Type of Construction: FAccepted ate Receivla:਍ഀ Occupancy Group: By _A਍ഀ F:\cdev\FORMS\Permits\Building\building_permit 4-21-06. DOC਍ഀ 1 of4dN ; '52007਍ഀ N OF VAIL਍ഀ I਍ഀ Questions? Call the Building Team at 479-2325਍ഀ •਍ഀ WOO Building Permit Submittal Checklist਍ഀ Department of Community Development਍ഀ Project Name: _਍ഀ Project Address:਍ഀ ✓ This Checklist must be completed before a Building Permit application is਍ഀ accepted.਍ഀ ❑ All pages of application is complete਍ഀ ❑ Has DRB approval obtained (if required) Provide a copy of approval form਍ഀ ❑ Plan Check Fee required at submittal for projects valued over $100,000.00 (see attached fee਍ഀ schedule)਍ഀ ❑ Complete site plan submitted਍ഀ ❑ Public Way Permit application included if applicable (refer to Public Works checklist)਍ഀ ❑ Staging plan included (refer to Public Works checklist) No dumpster,parkina or material storage਍ഀ allowed on roadways and shoulders without written approval਍ഀ ❑ Asbestos test and results submitted if demolition is occurring਍ഀ ❑ Architect stamp and signature (All Commercial and Multi family)਍ഀ ❑ Full floor plans including building sections and elevations(3 sets for remodels, 4 sets of plans for SFR਍ഀ and Duplex, 5 sets of plans for Multi-Family and Commercial Buildings)਍ഀ ❑ Window and door schedule਍ഀ ❑ Full structural plans, including design criteria (i.e.loads)਍ഀ ❑ Structural Engineer stamp and signature on structural plans (All Commercial and Multi Family)਍ഀ ❑ Soils Report must be submitted prior to footing inspection਍ഀ ❑ Fire resistive assemblies specified and penetrations indicated਍ഀ ❑ Smoke detectors shown on plans਍ഀ ❑ Types and quantity of fireplaces shown਍ഀ Applicant's Signature: 4-#/ t਍ഀ Date of submittal: .਍ഀ Received By:਍ഀ F: \cdev\FORMS\Permits\Building\building-permit. DOC Page 2 of 16 02/09/2005਍ഀ 0਍ഀ MWNOF SAIL '਍ഀ ASBESTOS TESTING REQUIREMENTS਍ഀ THE TOWN OF VAIL AND STATE OF COLORADO DEPARTMENT OF PUBLIC HEALTH REQUIRE ASBESTOS TESTING਍ഀ ANY TIME WHEN MORE THAN 160 S.F. OF MATERIAL WILL BE DISTURBED OR REMOVED.਍ഀ AN ASBESTOS TEST AND REPORT IS REQUIRED TO BE SUBMITTED WITH YOUR BUILDING PERMIT APPLICATION਍ഀ FOR ALL REMODEL, ADDITION OR OTHER PROJECTS INVOLVING ANY DEMOLITION OR REMOVAL OF BUILDING਍ഀ MATERIALS THAT MAY CONTAIN ASBESTOS. BUILDINGS CONSTRUCTED AFTER OCTOBER 12, 1988 THAT HAVE਍ഀ NO ASBESTOS CONTAINING MATERIALS ARE EXEMPT.਍ഀ A COPY OF THE REPORT MUST BE SUBMITTED WITH YOUR BUILDING PERMIT APPLICATION਍ഀ • I have included the asbestos test and report with my building permit application਍ഀ 6-/S-0) st jO'c i ry a I ~J ~ ~ Pet਍ഀ L30 0162਍ഀ signature਍ഀ OR਍ഀ date਍ഀ • I certify my project will not disturb or remove more than 160 s.f. of building material. The construction਍ഀ plans submitted with my application clearly indicate this information. (This will be verified during plan਍ഀ review, and will delay your project if found to be inaccurate)਍ഀ applicant signature਍ഀ OR਍ഀ date਍ഀ • The building was constructed after October 12, 1988. The date of construction was਍ഀ original construction date਍ഀ applicant signature date਍ഀ F:\cdev\FORMS\Permits\Building\building-permit. DOC Page 4 of 16 02/09/2005਍ഀ Permit #਍ഀ Permit Date਍ഀ 0 REScheck Software Version 3.7.3਍ഀ 8/" Compliance Certificate਍ഀ Project Title: Dayton Residence਍ഀ Report Date: 08/03/07਍ഀ Data filename: C:\DOCUME-1\ADMINI-1\LOCALS--1\Temp\DAYTON-RE-1.RCK.rck਍ഀ Energy Code: 2003 IECC਍ഀ Location: Vail, Colorado਍ഀ Construction Type: Single Family਍ഀ Glazing Area Percentage: 23%਍ഀ Heating Degree Days: 9248਍ഀ Construction Site:਍ഀ 344 Beaver Dam Road਍ഀ Vail, CO਍ഀ Owner/Agent:਍ഀ Millie Aldrich਍ഀ KH Webb Architects਍ഀ 710 W. Lionshead Circle਍ഀ Vail, CO 81657਍ഀ 970-477-2990਍ഀ millie@khwebb.com਍ഀ Designer/Contractor:਍ഀ Mitch Sturde਍ഀ George Schaeffer Construction਍ഀ PO Box 373਍ഀ Vail, CO 81658਍ഀ 970-845-5656਍ഀ mitchs@gsconco.com਍ഀ Ceiling 1: Flat Ceiling or Scissor Truss:਍ഀ 3767਍ഀ 28.0਍ഀ 28.0਍ഀ 66਍ഀ Skylight 2: Metal Frame with Thermal Break:Double Pane with਍ഀ 92਍ഀ 0.350਍ഀ 32਍ഀ Low-E:਍ഀ Wall 1: Wood Frame, 16" o.c.:਍ഀ 6538਍ഀ 22.0਍ഀ 14.0਍ഀ 181਍ഀ Window 1: Wood Frame:Double Pane with Low-E:਍ഀ 875਍ഀ 0.350਍ഀ 306਍ഀ Door 1: Glass:਍ഀ 632਍ഀ 0.350਍ഀ 221਍ഀ Basement Wall 1: Solid Concrete or Masonry:਍ഀ 1613਍ഀ 11.0਍ഀ 0.0਍ഀ 111਍ഀ Floor 1: All-Wood Joist/Truss:Over Unconditioned Space:਍ഀ 2991਍ഀ 38.0਍ഀ 0.0਍ഀ 78਍ഀ Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other਍ഀ calculations submitted with the permit application. The proposed building has been designed to meet the 2003 IECC requirements in਍ഀ REScheck Version 3.7.3 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist.਍ഀ Builder/Designer Company Name Date਍ഀ Dayton Residence਍ഀ Page 1 of 4਍ഀ C~(j REScheck Software Version 3.7.3਍ഀ Inspection Checklist਍ഀ Date: 08/03/07਍ഀ Ceilings:਍ഀ ❑ Ceiling 1: Flat Ceiling or Scissor Truss, R-28.0 cavity + R-28.0 continuous insulation਍ഀ Comments:਍ഀ Above-Grade Walls:਍ഀ ❑ Wall 1: Wood Frame, 16" o.c., R-22.0 cavity + R-14.0 continuous insulation਍ഀ Comments:਍ഀ Basement Walls:਍ഀ ❑ Basement Wall 1: Solid Concrete or Masonry, 10.0' ht/8.0' bg/8.0' insul, R-11.0 cavity insulation਍ഀ Comments:਍ഀ Windows:਍ഀ ❑ Window 1: Wood Frame:Double Pane with Low-E, U-factor: 0.350਍ഀ For windows without labeled U-factors, describe features:਍ഀ #Panes Frame Type Thermal Break? Yes No਍ഀ Comments:਍ഀ Skylights:਍ഀ ❑ Skylight 2: Metal Frame with Thermal Break:Double Pane with Low-E, U-factor: 0.350਍ഀ #Panes Frame Type Thermal Break? Yes No਍ഀ Comments:਍ഀ Doors:਍ഀ ❑ Door 1: Glass, U-factor: 0.350਍ഀ Comments:਍ഀ Floors:਍ഀ ❑ Floor 1: All-Wood Joist/Tru ss: Over Unconditioned Space, R-38.0 cavity insulation਍ഀ Comments:਍ഀ Air Leakage:਍ഀ ❑ Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed.਍ഀ ❑ Recessed lights must be 1) Type IC rated, or 2) installed inside an appropriate air-tight assembly with a 0.5" clearance from਍ഀ combustible materials. If non-IC rated, the fixture must be installed with a 3" clearance from insulation.਍ഀ Skylights:਍ഀ ❑ Minimum insulation requirement for skylight shafts equal to or greater than 12 inches is R-19.਍ഀ Vapor Retarder:਍ഀ ❑ Required on the warm-in-winter side of all non-vented framed ceilings, walls, and floors.਍ഀ Materials Identification:਍ഀ ❑ Materials and equipment must be installed in accordance with the manufacturer's installation instructions.਍ഀ ❑ Materials and equipment must be identified so that compliance can be determined.਍ഀ ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided.਍ഀ Dayton Residence Page 2 of 4਍ഀ ❑ Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications.਍ഀ Duct Insulation:਍ഀ ❑ Supply ducts in unconditioned attics or outside the building must be insulated to R-11.਍ഀ ❑ Return ducts in unconditioned attics or outside the building must be insulated to R-6.਍ഀ ❑ Supply ducts in unconditioned spaces must be insulated to R-11.਍ഀ ❑ Return ducts in unconditioned spaces (except basements) must be insulated to R-2.਍ഀ ❑ Where exterior walls are used as plenums, the wall must be insulated to R-11.਍ഀ ❑ Insulation is not required on return ducts in basements.਍ഀ Duct Construction:਍ഀ ❑ Duct connections to flanges of air distribution system equipment must be sealed and mechanically fastened.਍ഀ ❑ All joints, seams, and connections must be securely fastened with welds, gaskets, mastics (adhesives),਍ഀ mastic-plus-embedded-fabric, or tapes. Tapes and mastics must be rated UL 181A or UL 181 B.਍ഀ Exception: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500਍ഀ Pa).਍ഀ ❑ The HVAC system must provide a means for balancing air and water systems.਍ഀ Temperature Controls:਍ഀ ❑ Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut off the਍ഀ heating and/or cooling input to each zone or floor shall be provided.਍ഀ Service Water Heating:਍ഀ ❑ Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral਍ഀ heat trap or is part of a circulating system.਍ഀ ❑ Insulate circulating hot water pipes to the levels in Table 1.਍ഀ Circulating Hot Water Systems:਍ഀ ❑ Insulate circulating hot water pipes to the levels in Table 1.਍ഀ Swimming Pools:਍ഀ ❑ All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from਍ഀ non-depletable sources. Pool pumps require a time clock.਍ഀ Heating and Cooling Piping Insulation:਍ഀ ❑ HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F must be insulated to the levels in Table਍ഀ 2.਍ഀ Dayton Residence Page 3 of 4਍ഀ Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes਍ഀ Insulation Thickness in Inches by Pipe Sizes਍ഀ Non-Circulating Runouts਍ഀ Circulating Mains an਍ഀ d Runouts਍ഀ Heated Water਍ഀ Temperature (°F)਍ഀ Up to 1"਍ഀ Up to 1.25'਍ഀ 1.5" to 2.0"਍ഀ Over 2"਍ഀ 170-180਍ഀ 0.5਍ഀ 1.0਍ഀ 1.5਍ഀ 2.0਍ഀ 140-169਍ഀ 0.5਍ഀ 0.5਍ഀ 1.0਍ഀ 1.5਍ഀ 100-139਍ഀ 0.5਍ഀ 0.5਍ഀ 0.5਍ഀ 1.0਍ഀ Table 2: Minimum Insulation Thickness for HVAC Pipes਍ഀ Piping System Types਍ഀ Fluid Temp.਍ഀ Rangeff)਍ഀ Heating Systems਍ഀ Low Pressure/Temperature਍ഀ 201-250਍ഀ Low Temperature਍ഀ 106-200਍ഀ Steam Condensate (for feed water)਍ഀ Any਍ഀ Cooling Systems਍ഀ Chilled Water, Refrigerant and਍ഀ 40-55਍ഀ Brine਍ഀ Below 40਍ഀ Insulation Thickness in Inches by Pipe Sizes਍ഀ 2" Runouts 1" and Less 1.25' to 2.0" 2.5" to 4"਍ഀ 1.0਍ഀ 1.5਍ഀ 1.5਍ഀ 2.0਍ഀ 0.5਍ഀ 1.0਍ഀ 1.0਍ഀ 1.5਍ഀ 1.0਍ഀ 1.0਍ഀ 1.5਍ഀ 2.0਍ഀ 0.5਍ഀ 0.5਍ഀ 0.75਍ഀ 1.0਍ഀ 1.0਍ഀ 1.0਍ഀ 1.5਍ഀ 1.5਍ഀ NOTES TO FIELD: (Building Department Use Only)਍ഀ Dayton Residence Page 4 of 4਍ഀ TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT਍ഀ 75 S. FRONTAGE ROAD਍ഀ VAIL, CO 81657਍ഀ 970-479-2138਍ഀ NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES਍ഀ NEW (SFR,P/S,DUP) PERMIT਍ഀ Job Address: 344 BEAVER DAM RD VAIL਍ഀ Location.....: 344 BEAVER DAM RD਍ഀ Parcel No...: 210107113012਍ഀ OWNER DAYTON, JOHN W. & ARLENE J. 06/27/2007਍ഀ 2703 ROUTH STNE਍ഀ DALLAS਍ഀ TX 75201਍ഀ APPLICANT GEORGE SHAEFFER CONSTRUCTION06/27/2007਍ഀ PO BOX 373਍ഀ VAIL਍ഀ CO 81657਍ഀ License: 302-A਍ഀ CONTRACTOR GEORGE SHAEFFER CONSTRUCTION06/27/2007਍ഀ PO BOX 373਍ഀ VAIL਍ഀ CO 81657਍ഀ License: 302-A਍ഀ Desciption: DEMO AND BUILD A NEW SFR਍ഀ Occupancy Type਍ഀ Totals...਍ഀ Factor਍ഀ Number of Dwelling Units: 1਍ഀ Town of Vail Adjusted Valuation: 3,000,000.00਍ഀ Permit B07-0192਍ഀ Project PRJ06-0162਍ഀ Status਍ഀ ISSUED਍ഀ Applied..:਍ഀ 06/27/2007਍ഀ Issued .਍ഀ 08/06/2007਍ഀ Expires.....:਍ഀ 02/02/2008਍ഀ Phone: 845-5656਍ഀ Phone: 845-5656਍ഀ Sq Feet Valuation਍ഀ 8,200 $3,000,000.00*਍ഀ Revision Valuation: $20,000.00਍ഀ :s*»tr*ttrv****t«s*****s*+*******+rrs**s****a**s**+**++** FEE SUMMARY ****r***+x*******+a*►******«■r**+*********+*r****਍ഀ Building > $12, 981.75 Restuarant Plan Review-->਍ഀ $0.00 Total Calculated Fees----->਍ഀ $22, 817.89਍ഀ Plan Check $8,436.14 Recreation Fee------------ >਍ഀ $1,230.00 Additional Fees >਍ഀ $0.00਍ഀ Investigation-> $0.00 TOTAL FEES >਍ഀ $22,817.89 Total Permit Fee----------->਍ഀ $22, 817.89਍ഀ Will Call-----> $3.00਍ഀ Payments >਍ഀ $22, 817.89਍ഀ BALANCE DUE--------- >਍ഀ $0.00਍ഀ ***+~:~+*+*s*«~«***«r***~s*~:*s*e~**~**~**~**~**►****.****+*+***r***r►**+s਍ഀ **~r*~«a*~**~~«*a~rs*****~**+e+**r*►r*~:.*::++**~:*~~**~a*~*~**►*~~*+***਍ഀ Approvals:਍ഀ Item: 05100 BUILDING DEPARTMENT਍ഀ 08/01/2007 cgunion Action:਍ഀ COND਍ഀ see conditions਍ഀ 08/31/2007 cgunion Action:਍ഀ AP਍ഀ approved revised structural਍ഀ and arch. plan਍ഀ re-issued field set਍ഀ Item: 05400 PLANNING DEPARTMENT਍ഀ 07/21/2007 bgibson Action:਍ഀ AP਍ഀ office set routed to G-1਍ഀ Item: 05600 FIRE DEPARTMENT਍ഀ 07/03/2007 JJR Action:਍ഀ AP਍ഀ See conditions.਍ഀ Perimeter exceeds 300'.਍ഀ ਍ഀ CONDITIONS OF APPROVAL਍ഀ Permit B07-0192 as of 09-05-2007 Status: ISSUED਍ഀ ਍ഀ Permit Type: NEW (SFR,P/S,DUP) PERMIT਍ഀ Applicant: GEORGE SHAEFFER CONSTRUCTION਍ഀ Job Address: 344 BEAVER DAM RD VAIL਍ഀ Applied: 06/27/2007਍ഀ Issued: 08/06/2007਍ഀ Location: 344 BEAVER DAM RD਍ഀ Parcel No: 210107113012਍ഀ ਍ഀ CONDITIONS਍ഀ ਍ഀ Cond: 33਍ഀ (PLAN) THIS PROJECT WILL REQUIRED A SITE IMPROVEMENT SURVEY. SUCH SURVEY SHALL਍ഀ BE SUBMITTED AND APPROVED PRIOR TO REQUEST FOR A FRAME INSPECTION.਍ഀ Cond: 12਍ഀ (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.਍ഀ Cond: CON0009117਍ഀ Fire sprinkler system required and shall comply with NFPA 13R(2002) and VFES਍ഀ standards.਍ഀ Cond: CON0009119਍ഀ Monitored fire alarm system required and shall comply with NFPA 72(2002) and਍ഀ VFES standards.਍ഀ Cond: 18਍ഀ (BLDG.): STAIRWAYS ARE REQUIRED TO MEET SECTION R311.5 OF THE 2003 IRC OR਍ഀ SECTION 1009 OF THE 2003 IBC.਍ഀ Cond: 19਍ഀ (BLDG.): GUARDS ARE REQUIRED TO MEET SECTION R312 OF THE 2003 IRC OR SECTION਍ഀ 1012 OF THE 2003 IBC.਍ഀ Cond: 34਍ഀ (BLDG.): A COPY OF THE SOILS REPORT WILL BE REQUIRED BEFORE A FOOTING਍ഀ INSPECTION WILL BE CALLED FOR.਍ഀ Cond: 39਍ഀ (BLDG): EMERGENCY ESCAPE AND RESCUE OPENINGS ARE REQUIRED TO MEET SECTION 8310਍ഀ OF THE 2003 IRC OR SECTION 1025 OF THE 2003 IBC.਍ഀ Cond: CON0009189਍ഀ Provide stamped PE drawings of retaining walls with factor of safty, design਍ഀ perameters and assumptions.਍ഀ Entry: 08/02/2007 By: gc Action: AP਍ഀ Landscape features prevent fire department access.਍ഀ Fire sprinkler system and fire alarm system required.਍ഀ Item: 05500 PUBLIC WORKS਍ഀ 08/02/2007 gc Action: COND see conditions਍ഀ Item: 05550 ENGINEERING CIVILS਍ഀ See the Conditions section of this Document for any conditions that may apply to this permit.਍ഀ DECLARATIONS਍ഀ I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan,਍ഀ and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all਍ഀ Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review਍ഀ approved, International Building and Residential Codes and other ordinances of the Town applicable thereto.਍ഀ REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADV/%/V /EPHONE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM਍ഀ 4 PM.਍ഀ SIGNATURE OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNER਍ഀ TOWN OF VAIL, COLORADO Statement਍ഀ Statement Number: R070001756 Amount: $285.45 09/05/200710:49 AM਍ഀ Payment Method: Check Init: JS਍ഀ Notation: 90201/GEORGE਍ഀ SHAEFFER CONST. CO਍ഀ ਍ഀ Permit No: B07-0192 Type: NEW (SFR,P/S,DUP) PERMIT਍ഀ Parcel No: 2101-071-1301-2਍ഀ Site Address: 344 BEAVER DAM RD VAIL਍ഀ Location: 344 BEAVER DAM RD਍ഀ Total Fees: $22,817.89਍ഀ This Payment: $285.45 Total ALL Pmts: $22,817.89਍ഀ Balance: $0.00਍ഀ ACCOUNT ITEM LIST:਍ഀ Account Code Description Current Pmts਍ഀ ਍ഀ BP 00100003111100 BUILDING PERMIT FEES 73.00਍ഀ PF 00100003112300 PLAN CHECK FEES 212.45਍ഀ ਍ഀ , C. ~ - j ~.s t\3 " I਍ഀ APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIGNEDb G਍ഀ Building Permit Q d-2- `਍ഀ 970-479-2'149 (Inspections)਍ഀ W REVISION TO TOWN OF VAIL BUILDING PERMIT਍ഀ Separate Permits are req strfsa~,. mechanical, etc.!਍ഀ 75 S. Frontage Rd.਍ഀ Vail, Colorado 81657਍ഀ ***All Revision submittals must include the ll~ild Set of approved ns. No further inspections਍ഀ will be preformed unti revisions are apprb', d.਍ഀ General Contractor: Town of V ' hone #'s:਍ഀ e /yI S t o਍ഀ ATTEN N: JOE, JR, CHARLIE, GREG, CHRIS਍ഀ Contractor Signature: W ,l਍ഀ rnneDI GTG DP%IIQInnlc Fuel I IeTI(VC FnR R1 m nimr; PERMIT (Laher & Materials)਍ഀ REVISED AMOUNT: $ z0 p0? 0਍ഀ ELECTRICAL: $ 1਍ഀ 1 OTHER: $਍ഀ 1 PLUMBING: $ 1਍ഀ 1 MECHANICAL: $਍ഀ REVISED TOTAL: $਍ഀ C-- 0- 1 * C-1f`^nnffii d ccnccnre nffl/-n mf 07n_29R_RRd1) nr vicif 1arUrw Pari1P-rnunty-rnm਍ഀ Parcel #਍ഀ C7਍ഀ [Job Name: c਍ഀ Job Address: Y &ggye -਍ഀ Legal Description਍ഀ Lot: p਍ഀ Block:਍ഀ Filing:਍ഀ S,d J਍ഀ 1 Subdivision:਍ഀ Owners Name. Address:਍ഀ `਍ഀ 4਍ഀ Phone.਍ഀ Architect/Desig r: ! Address:਍ഀ P਍ഀ hon -Z਍ഀ 0 A re sM਍ഀ o .yy -1਍ഀ Pone: 6਍ഀ 1 920਍ഀ REASON FOR REVISIONS:਍ഀ r-`G A਍ഀ Work Class: New (-I- Addition ( ) Remodel ( )਍ഀ Repair ( ) Demo ( ) Other ( )਍ഀ Work Type: Interior ( ) Exterior ( ) Both( )਍ഀ )਍ഀ Does an EHU exist at this location: Yes ( ) No(਍ഀ Type of Bldg.: Single-family( ) Two-family( ) Multi-family(਍ഀ ) Commercial( ) Restaurant( ) Other ( )਍ഀ No. of Existing Dwelling Units in this building:਍ഀ [No. of Accommodation Units in this building:਍ഀ NorT e of Fireplaces Existin : Gas Appliances Gas Los Wood/Pellet Wood Burning਍ഀ No/Type of Fireplaces Proposed: Gas Appliances Gas Los Wood/Pellet Wood Burning NOT ALLOWED਍ഀ Does a Fire Alarm Exist: Yes( ) No( )਍ഀ Does a Fire Sprinkler System Exist: Yes( ) No( )਍ഀ *****FOR OFFICE USE ONLY਍ഀ Date Received: JPermit Fee 10 : Plan Ck Fee 80਍ഀ Accepted By: Permit Fee (11): Plan Gk Fee ,(81):਍ഀ Outsourced Terms:਍ഀ F:\cdev\FORMS\Permits\Building\building_revision_4-18-2007.doc Page 1 of 1 4/18/2007਍ഀ y਍ഀ Town of Vail਍ഀ Bill Gibson- Town Planner਍ഀ Building Department਍ഀ Fire Department਍ഀ 15 South Frontage Road਍ഀ Vail, Colorado 81657਍ഀ Be: Daps Besidesae਍ഀ 344 Beaver Dam Mad਍ഀ Vail, CO਍ഀ B074192਍ഀ Dear Bill -਍ഀ August 17, 2007਍ഀ Please review the included four sets of drawings that address permit conditions of approval. I included a full set of structural drawings due to the fact਍ഀ that we changed from an EPDM roof to a gravel ballast roof, there were slight modifications with the framing and footing design. We also had some਍ഀ revisions due to coordination between architectural and structural. On the site plan we reduced the size of the driveway and required snow storage.਍ഀ Building Department Comments:਍ഀ 1. Add stairway handrail off garage - See revision A101਍ഀ 2. Any type of ignition source (outlets, relay, etc) must be 18" above garage floor. See revision A100਍ഀ 3. Masonry fireplace construction. See revision A102, A302, S202਍ഀ 4. Chimney cap / Boiler flue termination. See revision A104, A200, A300-303਍ഀ Fire Department requirements for no sprinkler system (see attached email):਍ഀ 5. Heated path on east side of house. See revision A001਍ഀ 6. Gravel path on west side and south side of house. See revision A001਍ഀ 7. Ladder at each retaining wall on west side of house. See revision A001਍ഀ Please call if you have any questions.਍ഀ Thank you,਍ഀ 161j. 1਍ഀ Millie Aldrich, AIA Assoc.਍ഀ k.h. webb architects pc.਍ഀ a~਍ഀ 3਍ഀ be਍ഀ 4Si >GOTH rb`6TAGE S „',T STF VAIL :OI,PADO 81457਍ഀ 970.477.2990 9iC l 6;it www.thwebb.com਍ഀ Kyle,਍ഀ That works.਍ഀ Thank you,਍ഀ Mike McGee਍ഀ Fire Marshal਍ഀ "Kyle Webb" <kyle@khwebb.com> 07/25/07 12:51 PM਍ഀ Mike,਍ഀ Per our discussion last Thursday....਍ഀ We have added ladders and stepping stone path around the West side of਍ഀ the house.਍ഀ Please confirm this is acceptable.਍ഀ Thanks!਍ഀ Kyle਍ഀ k h w e b b਍ഀ a r c h i t e c t s p c਍ഀ 710 west lionshead circle਍ഀ suite a਍ഀ vail . colorado 81657਍ഀ 970.477.2990 (p) www.khwebb.com (w)਍ഀ Page 1 of 2਍ഀ https://vpn.khwebb.com/exchange/millie/Inbox/Dayton/Re: %20Dayton%2OResidence-16.... 8/17/2007਍ഀ TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT਍ഀ 75 S. FRONTAGE ROAD਍ഀ VAIL, CO 81657਍ഀ 970-479-2138਍ഀ NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES਍ഀ NEW (SFR,P/S,DUP) PERMIT਍ഀ Job Address: 344 BEAVER DAM RD VAIL਍ഀ Location.....: 344 BEAVER DAM RD਍ഀ Parcel No...: 210107113012਍ഀ 1 jub G - U I Co '1-,਍ഀ OWNER DAYTON, JOHN W. & ARLENE J. 06/27/2007਍ഀ 2703 ROUTH STNE਍ഀ DALLAS਍ഀ TX 75201਍ഀ APPLICANT GEORGE SHAEFFER CONSTRUCTION06/27/2007਍ഀ PO BOX 373਍ഀ VAIL਍ഀ CO 81657਍ഀ License: 302-A਍ഀ CONTRACTOR GEORGE SHAEFFER CONSTRUCTION06/27/2007਍ഀ PO BOX 373਍ഀ VAIL਍ഀ CO 81657਍ഀ License: 302-A਍ഀ Desciption: DEMO AND BUILD A NEW SFR਍ഀ Occupancy Type਍ഀ Totals...਍ഀ Factor਍ഀ Number of Dwelling Units: 1਍ഀ Town of Vail Adjusted Valuation: 3,000,000.00਍ഀ Permit B07-0192. 'p 64.. v z਍ഀ Project PRJ06-0162਍ഀ Status਍ഀ ISSUED਍ഀ Applied..:਍ഀ 06/27/2007਍ഀ Issued .਍ഀ 08/06/2007਍ഀ Expires.....:਍ഀ 02/02/2008਍ഀ Phone: 845-5656਍ഀ Phone: 845-5656਍ഀ Sq Feet Valuation਍ഀ 8,200 $3,000,000.00*਍ഀ Revision Valuation: $20,000.00਍ഀ r+*►****+*«*r*ax*a*«*«+*+*»«:********s*******r*■****r■ FEE SUMMARY rr**st*******►*+****r+++r■r***+**r+*+*+***+*w«:**srr਍ഀ Building > $12, 981.75਍ഀ Restuarant Plan Review-->਍ഀ $0.00 Total Calculated Fees-----> $24,137.89਍ഀ Plan Check $8, 438, 14਍ഀ Recreation Fee------------ >਍ഀ $1,230.00 Additional Fees > $0.00਍ഀ Investigation-> $ 0 . 00਍ഀ TOTAL FEES >਍ഀ $24,137.89 Total Permit Fee-----------> $24, 137. 89਍ഀ Will Call-----> $3 . 0 0਍ഀ Payments > $24, 137 . 89਍ഀ BALANCE DUE--------- > $0.00਍ഀ r~*r+*~~*r+**■~**+r~►*a*ax*****+*~*~***+*r***r***s*r*************~*******~*►********r****~********+*~*****~~********+************~*s***+*:**sr***਍ഀ Approvals:਍ഀ Item: 05100 BUILDING DEPA਍ഀ RTMENT਍ഀ 08/01/2007 cgunion਍ഀ Action:਍ഀ COND਍ഀ see conditions਍ഀ 08/31/2007 cgunion਍ഀ Action:਍ഀ AP਍ഀ approved revised structural and arch. plan਍ഀ re-issued field set਍ഀ 01/24/2008 cgunion਍ഀ Action:਍ഀ COND਍ഀ SEE CONDITIONS਍ഀ Item: 05400 PLANNING DEPA਍ഀ RTMENT਍ഀ 07/21/2007 bgibson਍ഀ Action:਍ഀ AP਍ഀ office set routed to G-1਍ഀ 09/14/2007 bgibson਍ഀ Action:਍ഀ PA਍ഀ revisions਍ഀ 01/11/2008 bgibson਍ഀ Action:਍ഀ PA਍ഀ revisions approved by planning, plans rout(਍ഀ Gunion਍ഀ Item: 05600 FIRE DEPARTMENT਍ഀ 07/03/2007 JJR Action: AP See conditions.਍ഀ Perimeter exceeds 3001.਍ഀ Landscape features prevent fire department access.਍ഀ Fire sprinkler system and fire alarm system required.਍ഀ 01/25/2008 mcgee Action: NO Revisions do not meet the minimum requirem(਍ഀ fire dept access.਍ഀ Fire sprinkler system is required.਍ഀ Item: 05500 PUBLIC WORKS਍ഀ 08/02/2007 gc Action: COND see conditions਍ഀ 01/25/2008 csalli Action: COND approved with the condition that a catch b<਍ഀ required to be installed just east of the driveway. The existing 15" and 1811cmps :਍ഀ connected to the catch basin as well as 15 ltt of new 18" cmp to capture the roads਍ഀ the east. Contractor notified of condition (Mitch w/ George Schatter) via phone cc਍ഀ 1/15/08.਍ഀ Item: 05550 ENGINEERING CIVILS਍ഀ ~+~**+*~.*rt**~r~*~~«**r*~:*r+~#*~*~*+►***,r*r*+r**~r~+r*r**s**~*+*rwrt»r*******~**rr*rr~*r+tr~t*++**+:r**+*~***a*****~~~►*+~r*~***+*~+*r***►~rr~*਍ഀ See the Conditions section of this Document for any conditions that may apply to this permit.਍ഀ DECLARATIONS਍ഀ I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan,਍ഀ and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all਍ഀ Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review਍ഀ approved, International Building and Residential Codes and other ordinances of the 7`ovn applicable thereto.਍ഀ REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN~C)jl B~ ~E~P}IONE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM਍ഀ 4 PM. AA// ~~~1਍ഀ SIGNATURE OP,, J NER OR CONTRAC"POR FOR HIMSELF AND OWNER਍ഀ ਍ഀ CONDITIONS OF APPROVAL਍ഀ Permit B07-0192 as of 01-30-2008 Status: ISSUED਍ഀ ਍ഀ Permit Type: NEW (SFR,P/S,DUP) PERMIT Applied: 06/27/2007਍ഀ Applicant: GEORGE SHAEFFER CONSTRUCTION Issued: 08/06/2007਍ഀ Job Address: 344 BEAVER DAM RD VAIL਍ഀ Location: 344 BEAVER DAM RD਍ഀ Parcel No: 210107113012਍ഀ ਍ഀ CONDITIONS਍ഀ ਍ഀ Cond: CON0009743਍ഀ approved with the condition that a catch basin is required to be installed just਍ഀ east of the driveway. The existing 15" and 18"cmps shall be connected to the਍ഀ catch basin as well as 15 lft of new 18" cmp to capture the roadway ditch to਍ഀ the east.਍ഀ Cond: 33਍ഀ (PLAN) THIS PROJECT WILL REQUIRED A SITE IMPROVEMENT SURVEY. SUCH SURVEY SHALL਍ഀ BE SUBMITTED AND APPROVED PRIOR TO REQUEST FOR A FRAME INSPECTION.਍ഀ Cond: 12਍ഀ (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.਍ഀ Cond: CON0009117਍ഀ Fire sprinkler system required and shall comply with NFPA 13R(2002) and VFES਍ഀ standards.਍ഀ Cond: CON0009119਍ഀ Monitored fire alarm system required and shall comply with NFPA 72(2002) and਍ഀ VFES standards.਍ഀ Cond: 18਍ഀ (BLDG.): STAIRWAYS ARE REQUIRED TO MEET SECTION R311.5 OF THE 2003 IRC OR਍ഀ SECTION 1009 OF THE 2003 IBC.਍ഀ Cond: 19਍ഀ (BLDG.): GUARDS ARE REQUIRED TO MEET SECTION R312 OF THE 2003 IRC OR SECTION਍ഀ 1012 OF THE 2003 IBC.਍ഀ Cond: 34਍ഀ (BLDG.): A COPY OF THE SOILS REPORT WILL BE REQUIRED BEFORE A FOOTING਍ഀ INSPECTION WILL BE CALLED FOR.਍ഀ Cond: 39਍ഀ (BLDG): EMERGENCY ESCAPE AND RESCUE OPENINGS ARE REQUIRED TO MEET SECTION R310਍ഀ OF THE 2003 IRC OR SECTION 1025 OF THE 2003 IBC.਍ഀ Cond: CON0009189਍ഀ Provide stamped PE drawings of retaining walls with factor of salty, design਍ഀ perameters and assumptions.਍ഀ Entry: 08/02/2007 By: gc Action: AP਍ഀ Cond: CON0009740਍ഀ GUARDS REQUIRED AT PATIO AREA AT NORTH AND EAST ELEVATIONS PER NOTES ON PLANS਍ഀ WHERE PATIO OR DECK IS GREATER THAN 30" ABOVE GRADE. GRADE IS MEASURED TO਍ഀ BOTTOM OF PROPOSED POND.਍ഀ Cond: CON0009741਍ഀ PLANS STAMPED BY A COLORADO LICENSED STRUCTURAL ENGINER REQUIRED FOR SKYLIGHT਍ഀ ROOFS.PLANS TO BE SUBMITTED AT FRAMING INSPECTION. 100 PSF SNOW LOAD REQUIRED.਍ഀ Cond: CON0009742਍ഀ NO COMBUSTIBLE MATERIALS ALLOWED UNDER MASONRY FIREPLACE HEARTH. SEE NOTES ON਍ഀ PLANS.਍ഀ ਍ഀ TOWN OF VAIL, COLORADO Statement਍ഀ Statement Number: R080000118 Amount: $1,320.00 01/30/200801:42 PM਍ഀ Payment Method: Check Init: JS਍ഀ Notation: 91923/GEORGE਍ഀ SHAEFFER CONST਍ഀ ਍ഀ Permit No:਍ഀ ਍ഀ B07-0192 Type: NEW਍ഀ ਍ഀ (SFR,P/S,DUP) PERMIT਍ഀ Parcel No:਍ഀ 2101-071-1301-2਍ഀ Site Address:਍ഀ 344 BEAVER DAM RD VAIL਍ഀ Location:਍ഀ 344 BEAVER DAM RD਍ഀ Total Fees:਍ഀ $24,137.89਍ഀ This Payment:਍ഀ $1,320.00਍ഀ Total ALL Pmts:਍ഀ $24,137.89਍ഀ Balance:਍ഀ $0.00਍ഀ ACCOUNT ITEM LIST:਍ഀ Account Code਍ഀ Description਍ഀ Current Pmts਍ഀ ਍ഀ PF 00100003112300਍ഀ ਍ഀ PLAN CHECK FEES਍ഀ ਍ഀ ਍ഀ 1,320.00਍ഀ 2਍ഀ APPLICATIO I likaAm NCOM OR UNSIGN D਍ഀ Building Permit਍ഀ AL D DEC 19 2007 970-419.2149`(Inspections)਍ഀ N VMI REVI N -TO TOWN OF IL BUILDING PERMIT਍ഀ Separate errrt e(Wff el rical, plumbing, mechanical, etc.!਍ഀ 75 S. Frontage Rd.਍ഀ Vail, Colorado 81657਍ഀ ***All Revision submittals must include the Field Set of approved plans. No further inspections਍ഀ will be performed until the revisions are approved.਍ഀ CONTRACTOR INFORMATION਍ഀ General Contractor: Town of Vail Reg. No.: Contact and Phone #'s:਍ഀ ATTE N: JOE, JR, CHARLIE, GREG, CHRIS਍ഀ Contractor Signature:਍ഀ r_f)MP1 FTF RFVIS1nNS FVAI I IATION4 FOR R1 III DlNr~ PFRMIT (Labor & Materialsl਍ഀ REVISED AMOUNT: $਍ഀ ELECTRICAL: $ O਍ഀ OTHER: $ O਍ഀ PLUMBING: $਍ഀ clt7਍ഀ MECHANICAL: $ G਍ഀ REVISED TOTAL: $਍ഀ Fnr 0nrrn1f! Cnnf~rf Fmnln rnnnf►i Accpccnrc Offir_p of 97n_39R_RRan nr visit in vlw -nrrla-rnuntv_cnm਍ഀ Parcel਍ഀ Job Name:਍ഀ Job Address: ~Y'K P f਍ഀ Legal Description਍ഀ Lot: Q਍ഀ Block:਍ഀ [Filing- D 1਍ഀ Subdivision: V4 1਍ഀ Owners Name: Address: o਍ഀ ` 7 _ Z਍ഀ hone:਍ഀ Arc itec Design r: Addre J਍ഀ / .਍ഀ ! O v 1,5਍ഀ 14਍ഀ Phone: , Z 5 y O਍ഀ ineee ( Address਍ഀ vov1 lb਍ഀ _L0਍ഀ Phone: c _਍ഀ -7 2਍ഀ REASON FOR REVISIONS:਍ഀ e vet C਍ഀ C..) e਍ഀ [Work Class: New( ) Addition( ) Remodel(਍ഀ ) Repair ( ) Demo ( ) Other ( )਍ഀ Work Type: Interior ( ) Exterior ( ) Both( )਍ഀ )਍ഀ 11 Does an EHU exist at this location: Yes( ) No(਍ഀ Type of Bldg.: Single-family( ) Two-family( ) Multi-family( ) Commercial( ) Restaurant( ) Other ( )਍ഀ No. of Existing Dwelling Units in this building:਍ഀ No. of Accommodation Units in this building:਍ഀ No/Type of Fireplaces Existin : Gas Appliances਍ഀ Gas Los Wood/Pellet Wood Burning਍ഀ No/Type of Fireplaces Proposed: Gas Appliances਍ഀ Gas Los Wood/Pellet Wood Burning NOT ALLOWED਍ഀ Does a Fire Alarm Exist: Yes( ) No ( )਍ഀ Does a Fire Sprinkler System Exist: Yes( ) No( )਍ഀ *************************************************FOR OFFICE USE ONLY**********************************************਍ഀ Date Received:਍ഀ Permit Fee (10):਍ഀ Plan Ck Fee (80):਍ഀ Accepted By:਍ഀ Permit Fee (11):਍ഀ Plan Ck Fee (81਍ഀ Outsourced Terms:਍ഀ F:\cdev\FORMS\Permits\Building\buiIding_revision_4-18-2007.doc Page 1 of 1 4/18/2007਍ഀ I਍ഀ Town of Vail਍ഀ Bill Gibson- Town Planner਍ഀ Design Review Board਍ഀ Chris Gunion - Building Department਍ഀ 75 South Frontage Road਍ഀ Vail, Colorado 81657਍ഀ Re: Dayton Residence਍ഀ 344 Beaver Dam Road਍ഀ Vail, CO਍ഀ B07-0 192਍ഀ Dear Bill / Chris-਍ഀ December 6, 2007਍ഀ I have included seven sets of the Dayton residence; three sets for DRB and four stamped sets for the Building Department. Please review the drawings਍ഀ that address changes to approved plans. There have been several small changes indicated with revision clouds, but since many sheets have been revised਍ഀ i included the full set so everyone has the same information.਍ഀ DBR changes:਍ഀ 1. Revised exterior windows - See A200, A201 (rev. clouds)਍ഀ 2. Revised entry roof material - See A104, A200਍ഀ 3. Revised drive material and pattern - 1.1.3਍ഀ 4. Added 4 spruce trees on rear of property - See 1-3.1 (rev. clouds)਍ഀ S. Revised tree / shrub layout to allow for bark mulch path for fire access - See 1-3.1਍ഀ 6. South west retaining wall moved closer to the house to help grading - See A001, A101 (rev. clouds)਍ഀ Building Department changes:਍ഀ 7. Some exterior walls changed from 2x6 to 2x8 due to change in window supplier - See rev. clouds਍ഀ 8. Eliminated steel in the entry hall walls due to change stair design - See Structural rev. clouds਍ഀ 9. Changes in framing to support specific art pieces਍ഀ 10. Changes in roof framing to allowing room for recessed cans਍ഀ 11. hanger changes਍ഀ 12. Changes due to relocating windows਍ഀ Please call if you have any questions.਍ഀ Thank you,਍ഀ a~ Millie Aldrich, AIA Assoc.਍ഀ U. webb architects pc.਍ഀ 941 1OUIH ?QHIA1- E R.QF:D ,ESI X16 VAit A1,OrA11] 91651਍ഀ 970.471.2990 971) 111.1964(1 www.khwebb_con?਍ഀ 9਍ഀ SOIL AND FOUNDATION INVESTIGATION਍ഀ FOR THE਍ഀ PROPOSED DAYTON RECONSTRUCTION਍ഀ LOT 10, BLOCK 2, VAIL VILLAGE, 3" FILING਍ഀ 344 BEAVER DAM ROAD਍ഀ TOWN OF VAIL਍ഀ EAGLE COUNTY, COLORADO਍ഀ PROJECT NO. 05153਍ഀ MAY 22, 2007਍ഀ PREPARED FOR:਍ഀ MR. KYLE WEBB਍ഀ KH WEBB ARCHITECTS, PC਍ഀ 710 WEST LIONSHEAD CIRCLE, UNIT A਍ഀ VAIL, CO 81657਍ഀ TABLE OF CONTENTS਍ഀ EXECUTIVE SUMMARY 2਍ഀ SCOPE OF STUDY 2਍ഀ SITE DESCRIPTION 3਍ഀ PROPOSED CONSTRUCTION 3਍ഀ FIELD INVESTIGATION 3਍ഀ SUBSURFACE SOIL AND GROUNDWATER CONDITION 4਍ഀ FOUNDATION RECOMMENDATIONS 4਍ഀ SLAB CONSTRUCTION 6਍ഀ RETAINING WALLS 7਍ഀ UNDERDRAIN SYSTEM 7਍ഀ SITE GRADING AND DRAINAGE 8਍ഀ LAWN IRRIGATION 9਍ഀ LIMITATION 9਍ഀ FIGURES਍ഀ LOCATION SKETCH .........................................DRAWING NO. I਍ഀ SUBSURFACE EXPLORATION LOGS ..................FIGURE NO'S I & 2਍ഀ SWELL/CONSOLIDATION RESULTS ...........................FIGURE NO'S 3 - 4਍ഀ EXECUTIVE SUMMARY਍ഀ 1. Ground water dewatering will be necessary for the construction of਍ഀ the proposed remodel/reconstruction.਍ഀ 2. The proposed remodel/reconstruction should be supported with਍ഀ conventional type spread footings, designed for an allowable soil਍ഀ bearing pressure of 3500 psf and a minimum dead load of਍ഀ 1000ps£ They should construct the footings on the undisturbed,਍ഀ bedrock, below all fill and topsoil. See Foundation਍ഀ Recommendations for other alternatives.਍ഀ SCOPE OF STUDY਍ഀ This report presents the results of a follow up subsurface Soil and Foundation਍ഀ Investigation for the proposed Dayton Remodel, Lot 10, Block 2, Vail Village 3`d Filing,਍ഀ Town of Vail, Eagle County, Colorado. The purpose of the subsurface soil and foundation਍ഀ investigation was to test the soil closer to the residence, to determine the engineering਍ഀ characteristics of the foundation soil and to provide recommendations for the foundation਍ഀ design, grading, and drainage. Also, it was required to test the soil as close as possible to਍ഀ the existing pond for foundation recommendations for the proposed hot tub that will be਍ഀ located near the northeast corner of the new residence.਍ഀ LKP Engineering, Inc.਍ഀ SITE DESCRIPTION਍ഀ Lot 10 is a 0.4724-acre lot, at 344 Beaver Dam Road, in the Town of Vail, Eagle਍ഀ County, Colorado. The topography is moderate to steep. Drainage is to the north and਍ഀ northwest. Vegetation on the lot consisted of pines, grass and service berries. To the north਍ഀ of the existing residence there is a pond, wet areas, a small stream, and thick, wetland਍ഀ type vegetation. The lot has an existing residence and a gravel driveway. At the time of਍ഀ drilling, most of the residence had been demolished. Most of the foundation and some of਍ഀ the framing remained, but will be demolished at a later date. The pond was emptied and਍ഀ there was a sump pump continuously pumping ground water leaching into the pond area਍ഀ from the uphill side. There was also, a lot of construction debris on the site.਍ഀ PROPOSED CONSTRUCTION਍ഀ We understand that the proposed new residence will be a full reconstruction of the਍ഀ existing residence. Except for the back, concrete foundation wall, that will be used for਍ഀ shoring, the entire structure will be demolished. The new building will be a wood frame਍ഀ construction on a concrete foundation. Loads are anticipated to be light, typical of਍ഀ residential construction.਍ഀ If the finalized plans differ significantly from the above understanding, they਍ഀ should notify us to reevaluate the recommendations of this report.਍ഀ FIELD INVESTIGATION਍ഀ The field investigation conducted on May 11, 2007, consisted of boring, logging਍ഀ and sampling two test borings. The test boring locations are shown on Drawing No. 1.਍ഀ Drilling of the test borings was done with a 4-inch diameter, continuous flight, a power਍ഀ LKP Engineering, Inc.਍ഀ 4਍ഀ auger, on a truck mounted drill rig. We show the soil profiles of the test borings on the਍ഀ Subsurface Exploration Logs, Figure No's one through three. Soil samples for laboratory਍ഀ soil analysis and observation were taken at selected intervals by advancing Standard Split਍ഀ Spoon and California Samplers with a 140-pound hammer, falling 30 inches.਍ഀ SUBSURFACE SOIL AND GROUNDWATER CONDITION਍ഀ The soil profiles encountered in the test borings were fairly uniform. Boring No. 1਍ഀ had less than one foot of topsoil over four feet of brown, silty, clayey sand over 9.5 feet of਍ഀ claystone bedrock. Boring No. 2 (next to the pond) had 6.5 feet of fill (consisting of਍ഀ topsoil, clay and gravel) over 6.5 feet of claystone and sandstone bedrock. Ground water਍ഀ was encountered at the time of drilling in both borings. Ground water measurements were਍ഀ taken as shown on the table below:਍ഀ BORING/DATE਍ഀ AT DRILLING਍ഀ END OF DRILLING਍ഀ 5/18/07਍ഀ 5/22/07਍ഀ B-1਍ഀ 11.5'਍ഀ 11.5'਍ഀ 10.5'਍ഀ 10.7਍ഀ B-2਍ഀ 12.5'਍ഀ 3.5'਍ഀ 2'਍ഀ 2.3'਍ഀ We sampled the soil in the test borings at random intervals. The soil samples were਍ഀ brought to our laboratory for observation and analysis. They were tested for natural dry਍ഀ density, natural moisture content and swell/consolidation, as shown on the਍ഀ Swell/Consolidation Test Results, Figure No.'s 3 and 4.਍ഀ FOUNDATION RECOMMENDATIONS਍ഀ Due to the high ground water elevation extreme care should be taken during the਍ഀ LKP Engineering, Inc.਍ഀ 5਍ഀ design and the construction stages on this lot. Ground water dewatering will be part of the਍ഀ design.਍ഀ One alternative for the proposed remodel is to be supported with conventional type਍ഀ spread footings, or pads and beams, designed for a maximum allowable soil bearing਍ഀ pressure of 3500 psf and a minimum dead load of 1000psf. The footings should be placed਍ഀ on the undisturbed, claystone bedrock. For this alternative, ground water dewatering and਍ഀ improvement of the foundation subgrade might be necessary. The ground water elevation਍ഀ can vary, and it is possible it will rise as high as the proposed foundation. A minimum of਍ഀ two feet of separation should be maintained between the ground water and the bottom of a਍ഀ concrete slab.਍ഀ Another alternative for the proposed remodel is to be supported with strait shaft਍ഀ piers, designed for an allowable end bearing pressure of 10,000 psf and skin friction of਍ഀ 1000 psf. The piers should be imbedded for a minimum of twice the pier diameter into਍ഀ firm, bedrock. They should support the footings for the entire foundation with piers. Due਍ഀ to the high ground water level, the piers would have to be incased with permanent casing.਍ഀ A pier diameter of 18 inches is recommended. Each pier hole must be inspected by the਍ഀ undersigned engineer, prior to concrete placement.਍ഀ The high ground water elevation can impact the foundation bearing soils. Ground਍ഀ water dewatering will be necessary. We recommend an underdrain behind every step of਍ഀ the foundation.਍ഀ We also recommend two feet of gravel under the slab on grade areas. The gravel਍ഀ should be connected with the perimeter drain. More detailed recommendations for the਍ഀ underdrain system can be provided once the foundation and grading plans are completed.਍ഀ We recommend minimum width of 16 inches for the continuous footings and 2਍ഀ feet for the isolated footing pads. Continuous foundation walls should be reinforced top਍ഀ and bottom to span an unsupported length of at least 10 feet.਍ഀ We recommend a minimum of 48 inches of backfill cover for frost protection of਍ഀ LKP Engineering, Inc.਍ഀ 6਍ഀ the footing subsoils. The foundation excavation should be observed by the undersigned਍ഀ engineer to verify that the soil conditions encountered during construction are as਍ഀ anticipated in this report. The foundation excavation should be free from excavation਍ഀ spoils, frost, organics and standing water. Any overexcavation within the proposed਍ഀ foundation, should be backfilled, with minus 3/4-inch to minus 3-inches of clean, crushed਍ഀ rock. If the thickness of the structural fill exceeds three feet, it should be reinforced with਍ഀ layers Tensar 1200X Geogrid.਍ഀ SLAB CONSTRUCTION਍ഀ The natural, on-site soils, have a moderate swelling potential, and are not suitable਍ഀ to support lightly loaded slab-on-grade construction. Also, the high ground water level਍ഀ should be considered, when determining the slab on grade elevation. Where possible a਍ഀ structural floor over a crawl space should be constructed. The crawl spaces should be਍ഀ ventilated according to the building code requirements.਍ഀ Based on the findings from the soil and foundation investigation, a structural fill਍ഀ will be needed to provide a minimum separation of two feet between the high ground਍ഀ water table and the bottom of the proposed slab on grade. An underdrain system will also਍ഀ be necessary for the slab on grade areas. They should backfill overexcavated soft spots਍ഀ and other underslab fill with minus 3/4-inch to minus 3-inches of clean, crushed rock. The਍ഀ concrete slab should be constructed over a 24-inch layer of clean gravel.਍ഀ They should reinforce the concrete slab-on-grade and score control joints਍ഀ according to the American Concrete Institute requirements and per the recommendations਍ഀ of the designer to reduce damage due to shrinkage. The concrete slab should be separated਍ഀ from the foundation walls and columns with expansion joints to allow for independent਍ഀ movement without causing damage.਍ഀ LKP Engineering, Inc.਍ഀ 7਍ഀ RETAINING WALLS਍ഀ They should design foundation walls retaining earth and retaining structures that਍ഀ are laterally supported to resist an equivalent fluid density of 60 pcf for an "at-rest"਍ഀ condition. Laterally unrestrained structures retaining the on-site earth should be designed਍ഀ to resist an equivalent fluid density of 40 pcf for the "active" case.਍ഀ Passive earth pressure of 340 psf can be used for the lateral pressure against the਍ഀ sides of the footings. Resistance to sliding at the bottom of the footings can be calculated਍ഀ based on a coefficient of friction of 0.45. Undisturbed soil or a structural fill compacted to਍ഀ 100 percent of the maximum dry density and within 2 percent of the optimum moisture਍ഀ content shall be used to resist lateral loads at the sides of the footings.਍ഀ The above design recommendations assume drained backfill conditions and a਍ഀ horizontal backfill surface. Surcharge loading due to adjacent structures, weight of਍ഀ temporary stored construction materials and equipment, inclined backfill and hydrostatic਍ഀ pressure due to undrained backfill should be incorporated in the design. They should try਍ഀ to prevent the buildup of hydrostatic pressure behind the retaining wall.਍ഀ UNDERDRAIN SYSTEM਍ഀ Due to the high ground water table an underdrain system will be required for this਍ഀ site. A temporary interceptor trench or trenches stepping into the site will be needed to਍ഀ lower the ground water at least temporarily in order to construct the foundation. Some of਍ഀ these can become permanent drains. Additional lateral underdrains will be needed to਍ഀ divert the ground water flow into collector drains that will in turn direct the water to਍ഀ daylight by gravity if at all possible, depending on the depth of the foundation. The lateral਍ഀ drain pipes should consist of a 4-inch diameter perforated pipe sloping to the collector਍ഀ drain. The collector drains will be 6-inch-diameter, perforated pipe, sloping to daylight.਍ഀ LKP Engineering, Inc.਍ഀ 8਍ഀ The drains should slope at 1/4 inch per foot minimum. The drain pipe should be laid over਍ഀ filter fabric and covered with a minimum of 24 inches of -3/4 inch free-draining granular਍ഀ material or to above the seepage line (whichever is more restrictive). Geotextile (Mirafi਍ഀ 140N or equivalent) should be used to cover the free-draining gravel to prevent siltation਍ഀ and clogging of the drain. The backfill above the drain should be granular material to਍ഀ within 2 feet of the ground surface to prevent a buildup of hydrostatic pressure. The top਍ഀ one foot of the backfill material should consist of a relatively impervious fill. The backfill਍ഀ should be sloping away from the building. Detailed recommendations for the underdrain਍ഀ system will be coordinated, once the plans are more complete, and at the time of਍ഀ construction.਍ഀ SITE GRADING AND DRAINAGE਍ഀ The following recommendations are general. The site surrounding the building਍ഀ structure should slope away from the building in all directions. A minimum of 12 inches਍ഀ in the first 10 feet is recommended in unpaved areas, and three inches in the first 10 feet਍ഀ in paved areas. The top of the granular foundation backfill should be covered with a਍ഀ minimum of 1 foot of relatively impervious fill to reduce the potential of surface water਍ഀ infiltrating the foundation subsoils.਍ഀ Surface water naturally draining toward the proposed building site or permanent਍ഀ cuts, should be diverted around and away from it by means of drainage swales or other਍ഀ approved methods. The roof drains and downspouts should extend and discharge beyond਍ഀ the limits of the backfill. Exterior backfill should be compacted at or near the optimum਍ഀ moisture content to at least 95% of the maximum standard Proctor density under਍ഀ pavement, sidewalk and patio areas and to at least 90% of the maximum standard Proctor਍ഀ density under landscaped areas. Mechanical methods of compaction should be used. Do਍ഀ not puddle the foundation excavation.਍ഀ LKP Engineering, Inc.਍ഀ 9਍ഀ LAWN IRRIGATION਍ഀ It is not recommended to introduce excess water to the foundation soils by਍ഀ installing sprinkler systems next to the building. The installation of the sprinkler heads਍ഀ should insure that the spray from the heads will not fall within 10 feet of foundation walls,਍ഀ porches or patio slabs. Lawn irrigation must be controlled.਍ഀ LIMITATION਍ഀ This report has been prepared according to locally accepted Professional਍ഀ Geotechnical Engineering standards for similar methods of testing and soil conditions at਍ഀ this time. There is no other warranty either expressed or implied.਍ഀ The findings and recommendations of this report are based on field exploration,਍ഀ laboratory testing of samples obtained at the specific locations shown on the Location਍ഀ Sketch, Drawing No.I and on assumptions stated in the report. Soil conditions at other਍ഀ locations may vary, which may not become evident until the foundation excavation is਍ഀ completed. If soil or water conditions seem different from those described in this report਍ഀ we should be contacted immediately to reevaluate the recommendations of this report.਍ഀ This report has been prepared for the exclusive use Mr. Kyle Webb, KH Webb਍ഀ Architects, PC, for the specific application to the proposed Dayton Remodel, Lot 10,਍ഀ Block 2, Vail Village, 3rd Filing, 344 Beaver Dam Road, Town of Vail, Eagle County,਍ഀ Colorado.਍ഀ Sincerely,਍ഀ LKP ENGINEERING, INC.਍ഀ Luiza Petrovska, PE਍ഀ President਍ഀ J:\WP 12-LKP\2005\05153sw.rpt.wpd਍ഀ LKP Engineering, Inc.਍ഀ BEqWR DAM RO਍ഀ AD਍ഀ w~਍ഀ O਍ഀ OLD a-t਍ഀ LOT 9਍ഀ PARTIALLY਍ഀ DEMOLISHED ~ ,਍ഀ DUSTING VAX VA.L"਍ഀ FM MW਍ഀ r਍ഀ BUILDING B-2਍ഀ LOT 10਍ഀ 0.4724-ACRES਍ഀ 34 "਍ഀ B-t fa਍ഀ LOT t਍ഀ NOTE WE PLAN FRONDED BY OTHERS਍ഀ LOCATION SSETCS਍ഀ CFMVGWfZCWWAL AVDAWYA~ 05153਍ഀ LOT 14 aiaar z vAC WAGE aro rz~c਍ഀ LKP Engineering, Inc. 3" 6 AMM &W NW SCAM਍ഀ CF VAL਍ഀ '਍ഀ PA ow am Edwarft td (970) 946-9088 fm[ (9m) =-9089 EA[iE Comm, G7XptADO pM~YC MW਍ഀ DATE OBSERVED: MAY 11. 2007 BORING NO. i਍ഀ ELEVATION:਍ഀ S਍ഀ S਍ഀ Y਍ഀ A਍ഀ DEPTH਍ഀ BLOWS਍ഀ M਍ഀ M਍ഀ DESCMP770N OF MATERIAL਍ഀ LABOR47CIRY਍ഀ RELARKS਍ഀ FEET਍ഀ PER਍ഀ B਍ഀ P਍ഀ AND SAMPLE LOCATION਍ഀ TEST RESUL7S਍ഀ O਍ഀ L਍ഀ L਍ഀ E਍ഀ T so//਍ഀ Brown, silty, clayey sand਍ഀ 50/72਍ഀ DD= 121.0 pcf਍ഀ - 5਍ഀ MC= 15.5 %਍ഀ -਍ഀ 501਍ഀ o਍ഀ Brown, claystone਍ഀ DD= 127.5 pcf਍ഀ MC= 8.7 X਍ഀ 10਍ഀ -਍ഀ GW O 71.5'਍ഀ - -਍ഀ - - - - - - - - - - - - - -਍ഀ - - - - - - -਍ഀ - - - - -਍ഀ AT TIME OF b LUN਍ഀ -਍ഀ Refusal ® 13.5 feet਍ഀ Ground Water਍ഀ 15਍ഀ Encountered਍ഀ 20਍ഀ LEGEND:਍ഀ 0 - 2-inch OLD. Cdiharnia Liner Sample਍ഀ ■ - Split Spoon਍ഀ 24/72 - Drive sample blow count Indicates that 24 blows਍ഀ of a 140-pound hammer fa✓/ing 30 inches were਍ഀ required to d rive the California or the Split Spoon਍ഀ Sampler 12 inches.਍ഀ DO - Natural Dry Density (pco਍ഀ MC - Natural Moisture Content (.t')਍ഀ -200 - Percent Passing Na 200 eve਍ഀ LL - Liquid Limit਍ഀ Pl - Plasticity Index਍ഀ OW - Ground water਍ഀ PROACr MOL.਍ഀ 015153਍ഀ LBP ENG01EERING਍ഀ INC਍ഀ SUBSURFACE EXPLORATION LOG਍ഀ ,਍ഀ .਍ഀ nUuw u਍ഀ 1਍ഀ DATE OBSERVED: MAY 11. 2007 BORING NO. 2਍ഀ ELEVATION:਍ഀ S਍ഀ S਍ഀ Y਍ഀ A਍ഀ DEP7H਍ഀ BLONS਍ഀ M਍ഀ M਍ഀ DESCMP77ON OF MAMIUAL਍ഀ LABORATORY਍ഀ REMARKS਍ഀ FEET਍ഀ PER਍ഀ B਍ഀ P਍ഀ AND SAMPLE LOCA7701V਍ഀ TEST RESLIUS਍ഀ O਍ഀ L਍ഀ L਍ഀ E਍ഀ Fill, consisting of topsoil, clay _਍ഀ ਍ഀ o .15'਍ഀ -਍ഀ and grail਍ഀ AT ENDOF& LUNG਍ഀ -5਍ഀ -਍ഀ 50112਍ഀ o਍ഀ DD= 127.4 pcf਍ഀ Brown, claystone and sandstone਍ഀ MC= 12.5 R਍ഀ 10਍ഀ matrix਍ഀ Refusal ® 13 feet਍ഀ Ground Water਍ഀ -਍ഀ Encountered O 125਍ഀ feet਍ഀ - 15਍ഀ 20਍ഀ 25਍ഀ LEGEND:਍ഀ 0 - 2-inch QD. California Liner Sarnp/e DD - Natural Dry Density (pcf)਍ഀ ■ - Split Spoon MC - Natural Moisture Content (X)਍ഀ 24112 - Drive sample blow count Indicates that 24 blows -200 - Percent Passing Na 200 Sieve਍ഀ of a 140-pound hammer falling 30 inches were LL - Liquid Limit਍ഀ requi►ed to drive the Califamia or the Split Spoon Pl - Plasticity Index਍ഀ Sampler 12 inches: Gw - Ground water਍ഀ A maser N4਍ഀ 05153਍ഀ L" ENGINEERING਍ഀ INC਍ഀ SUBSURFACE EXPLORATION LOG਍ഀ ,਍ഀ .਍ഀ n Nn਍ഀ 2਍ഀ 3਍ഀ 2਍ഀ c਍ഀ 0਍ഀ 1਍ഀ a਍ഀ 0਍ഀ x਍ഀ W਍ഀ 0਍ഀ k਍ഀ -f਍ഀ c਍ഀ 0਍ഀ obi਍ഀ -2਍ഀ E਍ഀ V਍ഀ -3਍ഀ -4਍ഀ 3਍ഀ 2਍ഀ c਍ഀ 0 1਍ഀ b਍ഀ O਍ഀ k਍ഀ 0਍ഀ k਍ഀ -1਍ഀ aa -2਍ഀ C਍ഀ E਍ഀ U਍ഀ -3਍ഀ -4਍ഀ Q 1 1.0 10 100਍ഀ APPLIED PRESSURE - ksf਍ഀ Sample of Dork brown, daystone from. Baring No. 1 O 4 Feet਍ഀ Natural Dry Unit Weight = 121.0 pcf਍ഀ Natural Mature Content = 15.5 percent Q7X swell O 29 ksf Swell Pressure਍ഀ at 1.0 10 100਍ഀ APPLIED PRESSURE - ksf਍ഀ Sample of Dark brown, dgWtone from. Boning Na 1 O 8 Feet਍ഀ Natural Dny Unit Mteot = 127.5 pcf਍ഀ Natural Moisture Content = 87 percent਍ഀ Nn:਍ഀ LKP Englneeriig` Inc. S'wO,1CbnsdNaffw Teat Rand& ~ 15s਍ഀ C਍ഀ O f਍ഀ O਍ഀ W਍ഀ 0਍ഀ k਍ഀ -1਍ഀ 9਍ഀ e -2਍ഀ E਍ഀ U਍ഀ -3਍ഀ -4਍ഀ 0. f 1.0 10 1Dn਍ഀ AP V Jm PRESSURE - ksf਍ഀ Sample of : Dark brown, da)etone from. Baft Na 2 O 8 feet਍ഀ Natural Dry Unit WMIgiht - 1274 pcf਍ഀ Natural Moisture Content = 125 percent 1.3X swell O 59 ksf swell pressure਍ഀ rn਍ഀ 05153਍ഀ EMP1 -1 vq a fh96 Im Lswell - Consolidation Test Results ESU.-਍ഀ 4਍ഀ Utl~ ~15਍ഀ InsulVail, «c਍ഀ Post Office Box 2888਍ഀ Vail, Colorado 81658਍ഀ 970-524-3000਍ഀ Fax 970-524-3001਍ഀ Mr. Mitch Sturde਍ഀ Shaeffer Construction਍ഀ PO Box 373਍ഀ Vail, Colorado 81658਍ഀ HAND DELIVERED਍ഀ September 22, 2008਍ഀ PROJECT: Dayton Residence਍ഀ Beaver Dam Road਍ഀ Vail, CO਍ഀ SPECIFICATIONS:਍ഀ R Values- polyurethane spray foam਍ഀ R-57 9" polyurethane spray foam to 117/8" exterior ceilings above਍ഀ lower bedrooms that have decks above਍ഀ R-57 9" polyurethane spray foam to 9 exterior ceiling at entry area਍ഀ R-46 7 polyurethane spray foam to 7 exterior ceiling above laundry room਍ഀ R-57 9" polyurethane spray foam to lower level deck exterior ceiling਍ഀ R-57 9" polyurethane spray foam to 2 x10 mechanical room exterior ceiling਍ഀ R-57 9" polyurethane spray foam to 117/8" cantilevered areas਍ഀ R-38 6" polyurethane spray foam to rim joists through out the home as marked਍ഀ R-25 4" polyurethane spray foam to I beams throughout the house਍ഀ R-51 8" polyurethane spray foam to 16" at perimeter roof area only at master bedroom only਍ഀ R-22 3.5" polyurethane spray foam behind the in set TV in kitchen਍ഀ R-35 5.5" polyurethane spray foam to 2x6 exterior wall cavity at the entry area as painted਍ഀ R-12 2" polyurethane spray foam to concrete wall in bedroom #I਍ഀ R-38 6" polyurethane spray foam to rim off mechanical room਍ഀ R-57 9" polyurethane spray foam to garage exterior and deck਍ഀ All polyurethane spray foam area are marked with spray paint at the house਍ഀ 1140m਍ഀ R਍ഀ Page 2 of 2 Shaeffer/Dayton਍ഀ R Values-fiberglass਍ഀ R-23 Blow-In-Blanket System fiberglass insulation (BIBS) to 2x6 exterior walls਍ഀ as marked on the walls਍ഀ R-23 BIBS to 2x6 chimney exterior walls਍ഀ R-23 BIBS to 2x6 garage common walls਍ഀ R-23 BIBS to 2x6 garage exterior walls਍ഀ MemBrain smart vapor barrier to exterior walls, garage common walls and਍ഀ garage exterior walls਍ഀ R-47 BIBS to 117/8" garage ceilings਍ഀ R-32 BIBS to 7 garage ceilings਍ഀ R-47 BIBS to 117/8" mid floors਍ഀ R-38 unfaced fiberglass batts to 117/8" crawl ceilings with strapping਍ഀ R-15 BIBS to 2x4 interior walls਍ഀ R-23 BIBS to 2x6 interior walls਍ഀ Foam all windows, doors and penetrations਍ഀ Rick Rogers਍ഀ Branch Manager਍ഀ 2਍ഀ COMMERCIALRO਍ഀ LOW TEMP਍ഀ 1 D਍ഀ PRODUCT NAME਍ഀ STYROFOAM Square Edge Flu਍ഀ Extruded Polystyrene Insulatior~~.਍ഀ 2 Manufacturer਍ഀ The Dow Chemical Company਍ഀ Dow Building & Construction਍ഀ 200 Larkin਍ഀ Midland, MI 48674਍ഀ 1-866-583-BLUE (2583)਍ഀ Fax 1-989-832-1465਍ഀ www.dowstyrofoam.com/architect਍ഀ 3- Product਍ഀ Description਍ഀ STYROFOAM* Square Edge insu-਍ഀ lation is an extruded polystyrene਍ഀ board that meets the needs of਍ഀ the commercial foundation and਍ഀ building floor slab market.਍ഀ STYROFOAM extruded poly-਍ഀ styrene has more than 50 years਍ഀ of proven performance in wet਍ഀ environments. The closed-cell਍ഀ structure of STYROFOAM਍ഀ Square Edge insulation resists਍ഀ water pickup, enabling it to਍ഀ retain a high R-value** over਍ഀ time - a necessary property in਍ഀ wet, below-grade commercial਍ഀ foundation applications.਍ഀ BASIC USE਍ഀ STYROFOAM Square Edge਍ഀ insulation protects foundation਍ഀ damp-proofing and waterproofing,਍ഀ especially during backfilling. It਍ഀ also provides a secondary barrier਍ഀ against groundwater leakage.਍ഀ With STYROFOAM Square Edge਍ഀ insulation, freeze-thaw cycling਍ഀ of the foundation wall is mini-਍ഀ mized, reducing the potential਍ഀ for cracking. And a warmer਍ഀ foundation can reduce the਍ഀ potential for condensation.਍ഀ STYROFOAM Square Edge਍ഀ insulation can be used against਍ഀ commercial interior walls and਍ഀ exterior foundation walls in਍ഀ above- and below-grade applica-਍ഀ tions. STYROFOAM Square Edge਍ഀ insulation can be used under਍ഀ the slab or over the deck or਍ഀ subflooL STYROFOAM Square਍ഀ Edge insulation is suitable for਍ഀ use in pervious, semi-pervious਍ഀ and practically impervious soils.਍ഀ SIZES਍ഀ Width and length:਍ഀ 2'x8'and4'x8'਍ഀ Thickness:਍ഀ .75", 1", 1.5", 2", 2.5", 3", 4"਍ഀ Edge treatment: Square edge਍ഀ Not all product sizes are਍ഀ available in all parts of the਍ഀ country. Contact your local਍ഀ Dow representative for details.਍ഀ 4 Technical Data਍ഀ APPLICABLE STANDARDS਍ഀ ASTM International਍ഀ • ASTM C578, Type IV -਍ഀ Standard Specification for਍ഀ Rigid Cellular Polystyrene਍ഀ Thermal Insulation਍ഀ • ASTM C518 - Standard Test਍ഀ Method for Steady-State਍ഀ Thermal Transmission਍ഀ Properties by Means of the਍ഀ Heat Flow Meter Apparatus਍ഀ • ASTM D1621 - Standard Test਍ഀ Method for Compressive਍ഀ Properties of Rigid Cellular਍ഀ Plastics਍ഀ • ASTM C272 - Standard Test਍ഀ Method for Water Absorption਍ഀ of Core Materials for਍ഀ Structural Sandwich਍ഀ Constructions਍ഀ tiding &਍ഀ C fistructi਍ഀ • ASTM D696 - Standard Test਍ഀ Method for Coefficient of਍ഀ Linear Thermal Expansion of਍ഀ Plastics Between -30°C and਍ഀ 30°C with a Vitreous Silica਍ഀ Dilatometer਍ഀ • ASTM E96 - Standard Test਍ഀ Methods for Water Vapor਍ഀ Transmission of Materials਍ഀ • Meets IBC/IRC requirements਍ഀ for foam plastic insulation;਍ഀ see NES NER 699਍ഀ is Factory Mutual Approved -਍ഀ Subject to conditions of਍ഀ approval as a roof insulation਍ഀ when installed as described in਍ഀ the current edition of the FM਍ഀ Approval Guide਍ഀ PHYSICAL/CHEMICAL਍ഀ PROPERTIES਍ഀ STYROFOAM Square Edge਍ഀ insulation exhibits physical਍ഀ properties as indicated in Table 1਍ഀ when tested as represented.਍ഀ For chemical resistance਍ഀ properties of STYROFOAM਍ഀ Square Edge insulation, see਍ഀ Table 2.਍ഀ ENVIRONMENTAL DATA਍ഀ STYROFOAM Square Edge insu-਍ഀ lation is manufactured with਍ഀ HCFC blowing agents, which਍ഀ have 94 percent less ozone਍ഀ depletion potential than standard਍ഀ CFC blowing agents.਍ഀ STYROFOAM Square Edge਍ഀ insulation is reusable in਍ഀ many applications and can਍ഀ be recycled.਍ഀ Y A D I C 11਍ഀ Physical Properties of STYROFOAM SCILiare Edge Insula਍ഀ Pnepeety lrld tat Wa;;d-਍ഀ tion਍ഀ Yaia,e '਍ഀ Thermal Resistance"' per inch, ASTM 0518 @ 751 mean temp.,਍ഀ ft'•h-WBtu, min., R-value਍ഀ 5.0਍ഀ Compressive Strengthln, ASTM D1621, psi, min.਍ഀ 25਍ഀ Water Absorption, ASTM C272, % by volume, max.਍ഀ 0.1਍ഀ Water Vapor Permeancec", ASTM E96, perm, max.਍ഀ 1.1਍ഀ Maximum Use Temperature, *F਍ഀ 165਍ഀ Coefficient of Linear Thermal Expansion, ASTM D696, in/in•*F਍ഀ 3.5 x 10-'਍ഀ (1) R-values are consistent with criteria of ASTM CS78 and requirements of FTC R-value rule (16 CFR Part 460).਍ഀ (2) Vertical compressive strength is measured at 10 percent deformation or at yield, whichever occurs first.਍ഀ (3) Based on 1" thickness.਍ഀ l 6 **R means resistance to heat flow. The higher the਍ഀ 'Trademark of The Dow Chemical Company s R-value, the greater the insulating power.਍ഀ r.਍ഀ O਍ഀ •1~਍ഀ _tz਍ഀ H਍ഀ W਍ഀ i਍ഀ Cr਍ഀ Q਍ഀ 0਍ഀ 6L਍ഀ O਍ഀ N਍ഀ TABLE 2਍ഀ Chemical Resistance of STYROFOAM S਍ഀ quare Edge Insulation਍ഀ Acid, inorganic, weak਍ഀ Excellent਍ഀ Acid, inorganic, strong਍ഀ Excellent਍ഀ Acid, organic, weak਍ഀ Excellent਍ഀ Acid, organic, strong਍ഀ Good਍ഀ Bases਍ഀ Excellent਍ഀ Alcohols, including isopropyl alcohol਍ഀ Excellent਍ഀ Methyl ethyl ketone਍ഀ Not recommended਍ഀ Polyglycols, including propylene glycol਍ഀ Excellent਍ഀ Hydrocarbons਍ഀ Not recommended਍ഀ Salts਍ഀ Excellent਍ഀ Insecticides਍ഀ Not recommended਍ഀ Kerosene਍ഀ Poor਍ഀ Mineral oil USP਍ഀ Excellent਍ഀ Naphtha (VMP)਍ഀ Not recommended਍ഀ Turpentine਍ഀ Not recommended਍ഀ Beer਍ഀ Good਍ഀ Gasoline਍ഀ Not recommended਍ഀ Fruit juices਍ഀ Good਍ഀ (1) Explanation of ratings:਍ഀ Excellent= The plastic was unaffected for the duration of the test NOTE: This table should be used as a guide only. For design਍ഀ Good = A very slight clouding or discoloration of the plastic. purposes, specific test data on the intended application may਍ഀ Pon, = Considerable changes in plastic during exposure, be needed.਍ഀ P os. te etching, discoloration, dimensional or weight changes.਍ഀ Not recommended = Severe attack of the plastic. Became soft਍ഀ and unusable after a few hours of exposure.਍ഀ FIRE PROTECTION਍ഀ STYROFOAM Square Edge insu-਍ഀ lation is combustible; protect਍ഀ from high heat sources. Local਍ഀ building codes may require a pro-਍ഀ tective or thermal barrier. For more਍ഀ information, consult MSDS, call਍ഀ Dow at 1-866-583-BLUE (2583)਍ഀ or contact your local building਍ഀ inspector.਍ഀ 5 Installation਍ഀ STYROFOAM Square Edge਍ഀ insulation boards are easy to਍ഀ handle, cut and install. The਍ഀ square edge boards are designed਍ഀ to ensure energy efficiency and਍ഀ minimize on-site cutting and਍ഀ waste. Use a polystyrene-਍ഀ compatible adhesive to hold਍ഀ the boards in place during਍ഀ backfilling. Apply caulk or਍ഀ mastic to the top of the board਍ഀ to prevent water infiltration਍ഀ behind the insulation. To਍ഀ complete the installation, parge਍ഀ the above-grade portions of਍ഀ STYROFOAM Square Edge਍ഀ insulation to protect from solar਍ഀ radiation.਍ഀ It is recommended that any਍ഀ masonry irregularities or jagged਍ഀ surfaces on the foundation਍ഀ wall or slab be removed prior਍ഀ to installation. Below-grade਍ഀ walls should be protected from਍ഀ moisture leakage and dampness਍ഀ prior to installation of਍ഀ STYROFOAM Square Edge਍ഀ insulation. Code-approved਍ഀ drainage systems should be਍ഀ installed. Ensure foundation਍ഀ drainage meets local codes.਍ഀ Contact a local Dow represen-਍ഀ tative or access the literature਍ഀ library at www.dowstyrofoam.com/਍ഀ architect for more specific਍ഀ instructions.਍ഀ 6_ Availability਍ഀ STYROFOAM Square Edge਍ഀ insulation is distributed through਍ഀ an extensive network. For਍ഀ more information, contact your਍ഀ local Dow representative or call਍ഀ 1-800-232-2436.਍ഀ 7- Warranty਍ഀ Fifteen-year limited thermal਍ഀ warranty.਍ഀ 8 Maintenance਍ഀ Not applicable.਍ഀ 9 Technical਍ഀ Services਍ഀ Dow can provide technical infor-਍ഀ mation to help address questions਍ഀ when using STYROFOAM Square਍ഀ Edge extruded polystyrene insula-਍ഀ tion. Technical personnel are਍ഀ available at Dow sales offices to਍ഀ assist with any insulation project.਍ഀ 10 Filing Systems਍ഀ • www.dowstyrofoam.com/਍ഀ architect਍ഀ • www.sweets.com਍ഀ • For Technical Information: 7-866-S83-1111LUE (2583)਍ഀ • For Sales Information: 14800-232-2436਍ഀ THE DOW CHEMICAL COMPANY਍ഀ • Building & Construction • 200 Larkin • Midland, MI 48674 • www.dowstyrafoam.com/architect਍ഀ NOTICE: No freedom from any patent owned by Dow or others is to be inferred. Because use conditions and applicable laws may differ from one location to another and may change with time, Customer is਍ഀ responsible for determining whether products and the information in this document are appropriate for Customer's use and for ensuring that Customer's workplace and disposal practices are in compliance਍ഀ with applicable laws and other government enactments. Dow assumes no obligation or liability for the information in this document. NO WARRANTIES ARE GIVEN; ALL IMPLIED WARRANTIES OF਍ഀ MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE ARE EXPRESSLY EXCLUDED.਍ഀ COMBUSTIBLE: Protect from high heat sources. Local building codes may require a protective or thermal harrier. For more information, consult MSDS, call Dow at 1-866-583-BLUE (2583) or contact your਍ഀ local building inspector. In an emergency, call 1-989-6364400.਍ഀ Building and/or construction practices unrelated to ins laden or housewrap could greatly affect moisture and the potential for mold formation. No material supplier including [low can give assurance that mold will not਍ഀ develop in any specific system.਍ഀ Living.਍ഀ Improved daily.਍ഀ Printed in U.S.A.਍ഀ *Trademark of The Dow Chemical Company਍ഀ Form No. 179-04454-0404P&M਍ഀ WKAY182644.OM6਍ഀ SPEC-DATA' AND MANU-SPEC ARE REGISTERED TRADEMARKS OF THE CONSTRUCTION SPECIFICATIONS INSTITUTE. THE TEN PART SPEC-DATA FORMAT CONFORMS TO THE EDITORIAL STYLE਍ഀ of the Construction Specifications Institute and is used with their permission. The manufacturer is responsible for technical accuracy. 01998 ARCHITECTS' FIRST SOURCE. ALL RIGHTS RESERVED.਍ഀ i H SH਍ഀ LD_਍ഀ N-BNdLY1S0'BONDED TO ORTENTED STRAND BOARD਍ഀ PRODUCT DESCRIPTION਍ഀ Fi Shield=NB Is a rigid.roof insulation composite panel. composed਍ഀ of`~a closed cell polylsocyanurate foam cote bonded during the਍ഀ manufacturing'process to fiber reinforced facers on one side and਍ഀ either 7/16" or 5/8" oriented strand board (OSB) on the other;਍ഀ or manufactured:off-fine using an FM approved glueing adhesive.਍ഀ „ FEAT6hE$ AND BENEFITS਍ഀ k Manufactured with NexGen ChemistryTM - Zero ODR CFC Free਍ഀ • 'A superlar.combinatlon of high Insulating properties and/or nallable਍ഀ ' surfate.,- '਍ഀ 5ultable for new construction and re-roofing on both commercial and਍ഀ r~sidentlal projects,਍ഀ Incorporates APA-TECO Rated Exposure 1 Oriented Strand Board਍ഀ f~iahufactured"on line with a routed edge to allow for expansion of਍ഀ j the OSB਍ഀ Al'so'avaliable as a non-routed panel for standing seam metal systems.਍ഀ H-Shield .NB is also available bonded to CDX plywood (various sizes),਍ഀ manufactured in an off-line process.਍ഀ Avallable with FSC Certified OSB on Plywood upon request.਍ഀ PANEL CNARACTERIMCS਍ഀ AyAilable size is 47.1/20x 95 1/2" when routed on line. Thickness of਍ഀ 1.5" (38rrtt } to 4.5" (115mm)਍ഀ Available In 4'xB' when non-routed In thickness of 1.5" (38mm) to਍ഀ r 4~5" (115mri+):਍ഀ ASTM C1289.06, Type V,਍ഀ APPUOTIONS਍ഀ i 1 ShlefM6 with 7/16" OSB is suitable for use with heavyweight਍ഀ shingles and standing seam metal roof systems.਍ഀ H-Shield-Nh with 5/8" OSB Is suitable for use with the and slate roof਍ഀ systems.਍ഀ Single-Ply :Roof.; Systems Ballasted, Mechanically Attached, Fully਍ഀ Adhered. (For high wind speed warranty - see Individual single-ply਍ഀ ma਍ഀ h4facturer approvals and listings.)਍ഀ VAPOR RETARDERS਍ഀ The`incorporation' of a '.vapor barrier or retarder within the਍ഀ ropfin assembly is highly recommended 'when the?project;Is਍ഀ located In Zones'" as determined . by. the Internationa! Code਍ഀ Council Dept of:Energy NW'Natiot ell Ub of the.United 'StOes਍ഀ (map is located, on www.poiylso.org).: Consult a Ilcel sea design.਍ഀ pro essional,'dichltect or engineer. to establish whether or not a਍ഀ vapor barrier is necessary and .to specify its type and. location.,਍ഀ i This is especlally;important during the construction phase where਍ഀ excessive moisture drive is present. Hunter Panels recommends਍ഀ that a`dew ppoint calculation be performed. This calculation is਍ഀ ' based on'; the building's interior relative . humidity, Interior਍ഀ temperature conditions and outside temperature਍ഀ fluctuations: Excessive moisture migration will potentially damage਍ഀ i਍ഀ NEXGEN਍ഀ H-SHIELD-NB THERMAL VALUES਍ഀ (INC E$) (MM) R Vn UE- SPANAB LITY਍ഀ the system and cause unwanted condensation.਍ഀ SNiMGLEs, TII.Es, SLATE, METAL AND MEMBRANE ROWING'਍ഀ H-Shieid-N8 is, installed, wood side up, over metal,,wood'or਍ഀ structural roof decks. Hunter SIP/NB Panel Fasteners are਍ഀ required to secure the M-Shield-NB to the roof deck: Wood਍ഀ blocking, if necessary should be equal in thickness to the H-਍ഀ Shleld-NB, Is installed along the eaves and rake edges of the਍ഀ roof. The roofing system. is then installed according to the਍ഀ manufacturers recommendationsa਍ഀ 888-746-1114 WWW਍ഀ H-SHIELD-NB CODES AND COMPLIANCES FASTENING GUIDELINES਍ഀ - E: pla, ! y5t X ~ t - ~'t43Tt>S i3¢i r JS` J .r I <.5t r eT,yr i' + ~ a~ ~E' "E~5਍ഀ ~r .4 n r t! 1 fr, ! t,Jt '1*-~,a ,St਍ഀ ' ~,lY 1~ ~ t , r ~ dt 4,~ ~,a'~ a ~ rtat std z> ~ ~ t ^ # , u ` •਍ഀ ~i,i~er C a tx~ r rr Ct'਍ഀ 4 s' S } :r f Y 5 1+5~ .~c t ~~i .1 a '਍ഀ S. ! 5 y~ x 1~ 41 'tF # . ? "ib $ "W11਍ഀ t¢ il(ri't ~i48) $ecrlo~ ;zao3 sUIl~lt} ;oltlc~i§ $ t ► G~w~ c n f/~! y਍ഀ IN਍ഀ d y l ,t v'•4`r~'xg r.. , t' c,S,sl~ ~'Y. ~tl'rc,.>~i I:fi a:,1fi! `xtx i,.a r',tx~ v਍ഀ KAR .t c ~^'4t v S, }t ~ c - _ a .ti .;i y a~s1 t,•°~'tis' +਍ഀ Y, t`er~Sl~t~tlb yH~f I9yl~~k~ v ,1". `1~ }਍ഀ ~d r l tY. f i t 7~i 9਍ഀ POLYISO FOAM CORE r t nk j y਍ഀ ~L r pkr~!Fy, ~ ,{Tt,a~~t er. r z { k , . r t tat' ONLY਍ഀ '਍ഀ S-E: ,St. S8 Y~' yu,yl•'S ✓ y d i s. t `1 x ,਍ഀ rM~ r ~ t਍ഀ M਍ഀ ~~"t"`I e1 ` k it < kf. ,:f J,3j fit Yi f 4~ k s e y V"~~'.'r 6 Tl .t v!਍ഀ 0" 790)਍ഀ l 4}~Sr2~3`~¢a ~I਍ഀ 4'-'1~= :.fm~~ '~•r. ~~r Yz1Y~~e'~t~~r~~}p~.਍ഀ !~''t ~y.~ rA ~ ° ? x ' a'~ ~r3 v`~:7+ 4 x , r h ~S X'1 ~1~~; , ; F1~7 v~~ ~ f~ ~i QS~r~-~q'~~1`~9,' }਍ഀ 4-f5 Ry3sf r'r l~' i c r਍ഀ 8011਍ഀ ' 'kF'~~ Y ~I 10$4~A ~1 ~,~V} 'r 2 ' SiE.'!J~'~[ t I:~:` r'4„~y{ t4 i ;4MSt~J f!'E ~t਍ഀ r?jk 1;k f y~yG or r F AS M l 8 <j~~ ({~~r't਍ഀ i ~'~,jl(rkEV k~tt ILS a/y 1', s j~~~B f {.tF`~~ S ( F ~~ty f ! 11.. t ~t~ ~~,7f7{ lr 1 yJ ~1Y ~7(YSA~yI ~t n ~l •7f~/਍ഀ 1 J. 1 i3 L~~B r r ffy P47k~, I:~ 't ~r .pF.਍ഀ _v~-5਍ഀ tCa I .1~~1r~ ;„~1i 14t~~ ph~E.glasat :~`++rYUva~Q"4S,i)14n MV 209 5` ~<'~°hfy4?11~1e਍ഀ N I ` f Z 5਍ഀ 4f,'Y~ i~~t~1਍ഀ e fJ t~~~i~-'~ -k~'y~i!'~ f~t ~?f?•#t tJ° ~ a ar't tl~e; ~ ~r bSfcd'v~-5 rlng py~ f਍ഀ r ` Y _:`t ~ ~ .:11 :•l~~(S y~~~ ,y~, E)~M ,t ~AS~` L} $I i y ( 1 E , s C ~਍ഀ F/~"s• y ;i~ f .4S1E~f E r 1 Y Q?J! Yli A Mt' 47 rrt tY t r F i਍ഀ ~ ~ M1 ~ k I Y! C 1 fief `J) r I਍ഀ FM ' ZY ' ,fie 0~ti~~ , y $i~ik V ?opetl A TNT' 84 <4~਍ഀ FNfkj ~ r e ro >~d k R9gr, w, A 1 ~1Je k i- y-਍ഀ a ad i ~ r~ > !਍ഀ or~jiz E t{t' o M,,, 400਍ഀ 30਍ഀ ` rUf ~ read r tore' 10a~ 0 2'50 F . s਍ഀ (sbJ ?o (~~of&pp gv~ d~~n f~t~ierrt Perry ai~+jpnsv, ; "਍ഀ '26,P਍ഀ itlG'l~Iu r਍ഀ r r > S ~'y.nlivr isr€iV,S.J.•: ,t by t਍ഀ F PTO਍ഀ yr J , ,਍ഀ CTS BY HUNTER:਍ഀ r ,c L .•~'r' ' Y$• ( ..C 'F`~ rCti ` y~rt1 ,Yk y+{'l+~ayf N`~i 1 1 1 ~'j ! .7 ~ `-.'7 'v• } f• ~ ';!t ~ e t pig _x fy r ~ ~ }'7' 77਍ഀ r਍ഀ ! . C Jt ~ G਍ഀ WARNINGS A਍ഀ Iils s it + ; n}~750 QpNOED f0 FOJL ,਍ഀ ACERB਍ഀ f > A~yi x LYFS+UF 'pr}f43itDfcK਍ഀ dk~~,~fj{ S 3i f t v਍ഀ f9 4 f a k a r Y t > [17 ! Tt „ 7tR Cil 155, rAW F0~ < c਍ഀ d .{f,9 f. J'~^V+ c t'` r z 1 j~~ fi~ r i A71ONS r r਍ഀ at p{ } t l) ter.; F y i,~~y` r 1~t~ ~y~ss 15 v r Y :12 t. ! f਍ഀ ~j~j xc tit}t~ - Y.r. Y h. ~i `~.q{e • _Aµµ~jj~~P 't ? 1 •i ,r~ f 1,~ i <v ~I਍ഀ I H Yl} Vs i~. ~l. SIY t l i t e. ; 7. 2 •'l Y~f,CU 4 i 2 ~r f. , ,i਍ഀ Cr6 {~~1OJJ1~਍ഀ F7AER k਍ഀ r' t ~ u s7 VCR3 1 h,C ;it 1 't `mac"t # :'{rt Sr' .i e r I1f'~x j !fi ~i, Yf k ~ jy ///-~~~s`,fyf~'r~t( yet + ;":T F r t r , 1 t V਍ഀ u e਍ഀ e!<,r, , ,sr C { !tA@ 7- t 'f ..:•T kf.,E{A _.YC~ "Y.J.'S! 7~ Cbi1'(~ Cil ~$fJ ,~C਍ഀ DR... ,fir°, a k fi > YIN਍ഀ I i u t .;'1 ~ yy (y{ yq t pgy,y.~ ~j਍ഀ ' Q ` s at ,?S {O('' aolyl501 I' t r ~ 11' 9A '1`~ s TKtN PAYVfL „਍ഀ ♦f!h✓~~~ ttQ !a 14 r~ r y3 f . k n Cr~t~ ~r j Z 7~ ~C~ ,r ,yJ ~ t4 {,<r t, . t rl~ 4 r r਍ഀ I rt t jf lit r( i t e 3 ~tyf f f 4t 1 r! t yI t਍ഀ ht t .i 1;}.1; f t _ R tt f I s 1 ~.r + ;r I਍ഀ Neon,,",਍ഀ ~ i {{yy y J h 1 ,਍ഀ lx1~~31~~Q਍ഀ ~ C h~ t t i 1, rr } ) r,~ ~s t ti r r਍ഀ A,਍ഀ > ~r ~ ! rp,਍ഀ a r }਍ഀ ~;t r I ~ a a t ~ l) `'~i ~ y[E~"~7 f3yak~~ 5਍ഀ i 5 jE • i 1 ~`'J r Yet n" `~r4rd\ \ ,FI~UN4JT~r1 1"rt~af-}+t74; ,1 Y 0M4,਍ഀ i਍ഀ X®r਍ഀ Yla rt , < rar n y I. , t t ~t r 1.K ) S 1 : !਍ഀ r f _ r t fr~ T I#~t 1i~ t~ j r r;. t t N਍ഀ o t M ~~~~URl fq ~ciVU,਍ഀ j x u~'~ i ~ MiXB(1 $OIIfCCS ~ ~ + ,1. .rt cI Y r r t .'~,i ,i 1.਍ഀ ) t PAP ~ sI K ~ .«n, •„ye w,rH... ai ~ ~ ~ t ~ , I Hjl~ Ell਍ഀ near e . i ING,tQ~ll p਍ഀ rw ea. K i, 1' t਍ഀ FSC wmn. src wsmoanm `fiA,N~IN pA~a ~OOkkll U~'i ,F਍ഀ . _ ~I:AKE'~CItYf:'~l~ SM1tHKlf"I,R~,PA _ t,਍ഀ ta>q~਍ഀ H U N T E R P A N E L S S i P/ W D F A S T E N E R਍ഀ STAR / SF਍ഀ DRIVE H਍ഀ (FREE DRIVER IN I਍ഀ 3/16" SHANK਍ഀ . DIAMETER਍ഀ MADE OF HE਍ഀ TREATED STEEL਍ഀ DRAMATICAI਍ഀ INCREASE[਍ഀ STRENGTH A਍ഀ DRIVABILIT਍ഀ ULTRA COATED਍ഀ UNMATCHED C਍ഀ ROSION REST'਍ഀ ANCE਍ഀ The Hunter Panels SIP/WD Fastener is intended to mechanically attach਍ഀ H-Shield NB, Cool-Vent and Cool-Vent ll to woad substrates. The Hunter Panels SIPAD਍ഀ Fastener has the following features:਍ഀ • FM APPROVED PLATES NOT REQUIRED਍ഀ • WAFER HEAD ELIMINATES NEED FOR WASHER AND OFFERS਍ഀ DRAMATICALLY INCREASED PULL-OUT VALUE਍ഀ • 100% AMERICAN MADE਍ഀ • FAST, ONE-STEP INSTALLATION਍ഀ • NO PRE-DRILLING਍ഀ • MULTIPLE BITS INCLUDED IN EACH PAIL਍ഀ TEST DESCRIPTION TYPICAL VALUE਍ഀ Pull-through (lbs) 630਍ഀ a OSP,਍ഀ , W-A਍ഀ Pull-out (lbs).਍ഀ Spur਍ഀ 1/2" plywood 442਍ഀ "਍ഀ 150਍ഀ 5/8" plywood 459਍ഀ _਍ഀ Board਍ഀ 3/4" plywood 710਍ഀ Douglas Fir (1" pen.) 768਍ഀ L 5,d su7(c਍ഀ Fasteners should never be struck with a hammer during instaflatlon.਍ഀ Wx_j਍ഀ PHYSICAL FASTENER਍ഀ DATA LENGTH.਍ഀ THREAD DIAMETER:਍ഀ .240਍ഀ SHANK DIAMETER:਍ഀ .190਍ഀ 13"਍ഀ 14਍ഀ •b?਍ഀ H U N T E R P A N E L S S I P/ S D F A S T E N E R਍ഀ The Hunter Panels SIP/SD Fastener is intended to mechanically attach H-Shield NB,਍ഀ Cool-Vent and Cool-Vent it to corrugated metal decking. The Hunter Panels SIP/SD Fastener has the਍ഀ following features:਍ഀ • FM APPROVED - PLATES NOT REQUIRED STAR ! SPIDER਍ഀ • PULL OUT VALUES FOR METAL (FREE DRIVER IN HEAD਍ഀ eox)਍ഀ • WAFER HEAD ELIMINATES NEED FOR WASHER AND OFFERS਍ഀ DRAMATICALLY INCREASED PULL-OUT VALUE਍ഀ • MULTIPLE BITS INCLUDED IN EACH PAIL 3/ 16" SHANK਍ഀ • 3 THREAD LENGTH - LARGEST IN THE INDUSTRY਍ഀ • 100% AMERICAN MADE਍ഀ • FAST, ONE-STEP INSTALLATION਍ഀ • NO PRE-DRILLING਍ഀ MADE OF HEAT਍ഀ TREATED STEEL FOR਍ഀ DRAMATICALLY਍ഀ INCREASED਍ഀ STRENGTH AND਍ഀ 1~ TEST DESCRIPTION਍ഀ TYPICAL VALUE਍ഀ DRIVABIEITY਍ഀ ti,'1"Ni Pull-through 0bs)਍ഀ 630਍ഀ _ Poll-out (lbs):਍ഀ ISCI਍ഀ 13oant 22 gauge metal਍ഀ 510਍ഀ - - 18 gauge metal਍ഀ 920਍ഀ ULTRA COATED FOR਍ഀ UNMATCHED਍ഀ rat t. Fasteners should never be struck with a hammer during installation.਍ഀ CORROSION਍ഀ RESISTANCE਍ഀ Metal਍ഀ PHYSICAL FASTENER THREAD 3" OF THREAD਍ഀ DATA LENGTH LENGTH WITH 1/4' MAJOR਍ഀ DIAMETER਍ഀ THREAD DIAMETER:਍ഀ ,240਍ഀ SHANK DIAMETER: 51 2" 3" SPADE POINT FOR਍ഀ 190 6" 3° / FAST DRILLING਍ഀ 61/2" 3• o਍ഀ 14•਍ഀ <_97਍ഀ 4਍ഀ INDEPENDENT TESTING &਍ഀ INSPECTION SERVICES INC.਍ഀ 12084 VASEEN CT. ,਍ഀ CONIFER, COLORADO 80433਍ഀ 303-674-7560਍ഀ FAX 303-674-7560਍ഀ Town of Vail਍ഀ OFFICE Page 1 of 3਍ഀ COPY਍ഀ OBSERVATION REPORT਍ഀ Client: George Shaeffer Construction Co. ITIS Job No. 091108 Date: 9-11-08਍ഀ Project:਍ഀ Dayton Residence਍ഀ Location: CO਍ഀ Inspector:਍ഀ David L. Sturgeon਍ഀ This report package contains information concerning specific tests and inspections of structural steel਍ഀ welding, structural bolting, structural sprayed fireproofing, and/or nondestructive testing.਍ഀ The specific criteria utilized in judging the degree of conformance for each area of inspection are਍ഀ contained on each individual inspection form.਍ഀ Also included may be ITIS' "List of Outstanding Discrepancies" (O.D. List). The O.D. List will be਍ഀ consecutively numbered for each page issued throughout the duration of the project. Each individual਍ഀ item listed will also be consecutively numbered.਍ഀ If there are any questions regarding the content of this report, please feel free to contact ITIS at your਍ഀ convenience.਍ഀ David L. Sturgeon j਍ഀ President਍ഀ ICBO Certified Inspector X1138247-85਍ഀ AWS QC-1 #82122691਍ഀ Resident Level III਍ഀ 4.਍ഀ INDEPENDENT TESTING &਍ഀ INSPECTION SERVICES INC.਍ഀ 12084 VASEEN CT.਍ഀ CONIFER, COLORADO 80433਍ഀ 3034747560਍ഀ FAX 303-6747560਍ഀ Page 2 of _ 3 _਍ഀ FIELD INSPECTION REPORT FORM਍ഀ INITIAL VISUAL INSPECTION OF WELDING਍ഀ Inspector: David L. Sturgeon MS Job No. 091108 Date: 9-11-08਍ഀ Field Made Welds: R Shop Made Welds:਍ഀ Type of Weld Inspected: Fillet .X Groove Other਍ഀ Type of Component (ie: column, beam, girder, moment welds, etc.) As Recorded਍ഀ Applicable Code or Standard: AWS. IBC and Project Standards਍ഀ AREAS OF INSPECTION਍ഀ Level or Elevation: Main Level 3 of S205- Bolted Connections਍ഀ Grid Line Location(s) encompassing the area(s) inspected/tested: A-C/North:~,of 1-line਍ഀ Provide information re: conditions of nonconformance. Include the O.D. item number and attach a copy਍ഀ of the O.D. List if applicable. The bgam to--girder, beam to beAM and column to beam con-਍ഀ nections were found conforming to snug-tight, A-325N criterial.਍ഀ Level or Elevation: Main Level Bolted Connections਍ഀ Grid Line Location(s) encompassing the area(s) inspected/tested: 1-5/D-G਍ഀ Provide information re: conditions of nonconformance. Include the O.D. item number and attach a copy਍ഀ of the O.D. List if applicable. The beam to beam and column to beam connections were਍ഀ found confomring to snug-tight A-325N criteria਍ഀ Level or Elevation: Main and Upper Levels 7 of S204 Welded Bracing਍ഀ Grid Line Location(s) encompassing the area(s) inspected/tested: E and .4.਍ഀ Provide information re: conditions of nonconformance. Include the O.D. item number and attach a copy਍ഀ of the O.D. List ifapplicable. The field welded connections were found of conforming size਍ഀ and AWS quality.਍ഀ INDEPENDENT TESTING &਍ഀ INSPECTION SERVICES INC.਍ഀ 12084 VASEEN CT.਍ഀ CONIFER, COLORADO 80433਍ഀ 303-674-7560਍ഀ FAX 303474-7560਍ഀ Page 3 of 3਍ഀ FIELD INSPECTION REPORT FORM਍ഀ INITIAL VISUAL INSPECTION OF WELDING਍ഀ Inspector: David L. Sturgeon TTIS Job No. 091108 Date: 9-11-08਍ഀ Field Made Welds: Y_ Shop Made Welds:਍ഀ Type of Weld Inspected: Fillet X Groove Other਍ഀ Type of Component (ie: column, beam, girder, moment welds, etc.) As Recorded਍ഀ Applicable Code or Standard: AWS, IBC and Proi ect Standards਍ഀ AREAS OF INSPECTION਍ഀ Level or Elevation: Level One SSX 6 and 7 Cantilevers਍ഀ Grid Line Location(s) encompassing the area(s) inspected/tested: Garage, East and West Walls਍ഀ Provide information re: conditions of nonconformance. Include the Q.D. item number and attach a copy਍ഀ of the O.D. List if applicable. The modified top of wall connections shown in the referenced਍ഀ SSK's have been completed and were found conforming਍ഀ Level or Elevation: Foundation Column Base Connections਍ഀ Grid Line Location(s) encompassing the area(s) inspected/tested: Crawl Space Area਍ഀ Provide information re: conditions of nonconformance. Include the O.D. item number and attach a copy਍ഀ of the O.D. List if applicable. The column base anchorages were _found conforming where਍ഀ viewed, X-bracing included.਍ഀ Level or Elevation: Level ONe SSK05 Beam Pocket Connections਍ഀ Grid Line Location(s) encompassing the area(s) inspected/tested: East Garage Wall਍ഀ Provide information re: conditions of nonconformance. Include the O.D. item number and attach a copy਍ഀ of the O.D. List if-applicable. The pocket connection was found complete.਍ഀ 1਍ഀ Tarn of Vail਍ഀ OFFICE COPY਍ഀ d;਍ഀ e਍ഀ i਍ഀ Monroe & Newell਍ഀ Engineers, Inc.਍ഀ Vail, Colorado਍ഀ Denver, Colorado਍ഀ Frisco, Colorado਍ഀ September 11, 2008਍ഀ Z਍ഀ K. H. Webb Architects਍ഀ 710 West Lionshead Circle਍ഀ Vail, CO 81657਍ഀ Attn: Ms. Millie Aldrich਍ഀ Re: Dayton Residence inspection items (M&N #7291)਍ഀ Dear Millie,਍ഀ Monroe & Newell Engineers, Inc. has received a copy of the inspection report on਍ഀ the framing inspection for the Dayton Residence by the Town of Vail Building਍ഀ Department dated September 10, 2008. The following list addresses specific਍ഀ structural items from that report as requested by George Schaeffer Construction.਍ഀ Items on the report not noted here will be addressed by the contractor.਍ഀ Item #1: The (3) 14" LVL beam noted on sheet S105 along gridline 4 from਍ഀ C to D may be replaced with (3) 11 7/8" LVL since the roof will਍ഀ not have the stone pavers originally specified for the project.਍ഀ Item #5: The detail 1/S104 was not provided since the stringer for the਍ഀ custom stair (designed by others) has not been finalized. The਍ഀ detail will be provided once the stringer information can be਍ഀ provided to us.਍ഀ Item #6: Anchor bolts at shear walls must be provided as noted on the਍ഀ shear wall schedule. Post-installed anchors may be 1/2" diameter x਍ഀ 4" embedment expansion anchors in lieu of the diameter਍ഀ anchor bolts specified.਍ഀ Colorado਍ഀ A Component of The American Institute of Architects਍ഀ Platinum Sponsor਍ഀ 15 Consecutive Years਍ഀ 619 Main Street • Suite 7 • P.O. Box 295 • Frisco, Colorado 80443਍ഀ (970) 668-3776 • FAX (970) 668-3789 • email frisco@monroe-newell.com਍ഀ 4਍ഀ Item #7: The "D" shear wall shown near grids 2B on sheet S203 will need਍ഀ %2" plywood each side as noted in the shear wall schedule or as a਍ഀ contractor's alternate could have 5/8" plywood sheathing applied਍ഀ to one side of the wall to doubled up 2 x studs at l'-4" spacing਍ഀ fastened together with two rows of 16d nails at 12". If this option਍ഀ is chosen, the sheathing fasteners should be at 2" spacing at panel਍ഀ edges, staggered to avoid splitting the studs. Fasteners not at਍ഀ panel edges may be spaced at 12"਍ഀ Item #9: Section 13/5203 was not deleted and the framing in this area਍ഀ appears to be installed in substantial conformance with the਍ഀ construction documents. The comment from the inspector is਍ഀ unclear. We will address any issues in this area once we receive਍ഀ clarification.਍ഀ Item 410: Attached are details SSK-1 through SSK-9 issued during the਍ഀ course of construction. The last full plan issuance was delta 5਍ഀ dated October 22, 2007. The attached details reference the plan਍ഀ sheets from the last issuance of construction documents.਍ഀ If you have any questions or comments, please call.਍ഀ Very truly yours,਍ഀ MONROE & NEWELL ENGINEERS INC.਍ഀ Mark Gee, P.E.਍ഀ Associate Principal਍ഀ Monroe & Newell Engineers, Inc. 2 Dayton Residence਍ഀ September 11, 2008 (M&N# 7291)਍ഀ 14. RE: ARCHITECTURAL DR/਍ഀ s 103 FRAMING DETAILS.਍ഀ ~7ti`~1'nN 15. ALL EXTERIOR kqALLS਍ഀ FLOOR TO FLOOR OR FL਍ഀ - - t1 L L-FL- 04R--JO4-ST5਍ഀ I1/8" BCI/9m. UNLE਍ഀ NOTED OTHERJJI5E.਍ഀ ਍ഀ q dBldJ6'1~, ~ i਍ഀ ~ i 20਍ഀ 20 Q,, a਍ഀ w II 7/8" LVL਍ഀ RIOR ----1------------- UP--ONL---Y-- -t~------------------1-------਍ഀ ABOVE਍ഀ KOX26਍ഀ - - - - - - - - - -਍ഀ 2X8 o,L਍ഀ x਍ഀ <3)-2X8਍ഀ H55 4X4XI/4 (3)-2X8਍ഀ d (2)-11 -7/8" BGI਍ഀ AT 1'-4"਍ഀ 1/4" STEEL SADDLE II਍ഀ OIL Ia8'-3" WELDED TO BEAM EB 20਍ഀ ~UP ONLY਍ഀ X਍ഀ 0 _਍ഀ (3)-11 7/5 LVL਍ഀ 4਍ഀ r F-਍ഀ _ I਍ഀ 20 - Q (~)-2X6 UP, 7771717਍ഀ 11* /਍ഀ HSS 4X4XI14 DOWN -਍ഀ ~:C = Q਍ഀ S i P-'IPSON-਍ഀ 8 UP HU HANOER਍ഀ HSS 4X4X3/8 ONLY਍ഀ Up 20 HSS 4X4X318 i J਍ഀ ONLY IOX___ 30 LVL਍ഀ - - - - J.਍ഀ LLI 0 r h਍ഀ Y a O' DUNG vET 5LA8 / i ; t w਍ഀ LLJ,਍ഀ I f WITH 45 AT- I- EAGH I I i਍ഀ X਍ഀ I Y, TOP s1D- TOM % 1 I W਍ഀ C"O਍ഀ JN L~J 4'(. 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OF /਍ഀ CALCULATED BY DATE 1 ~~a਍ഀ CHECKED BY DATE਍ഀ ccni r਍ഀ LKP : Engineering, Inc.਍ഀ CIVIL/GEOTECHNICAL਍ഀ SOIL AND FOUNDATION INVESTIGATION਍ഀ FOR THE਍ഀ PROPOSED DAYTON ADDITION਍ഀ LOT 10, BLOCK 2, VAIL VILLAGE, 3RD FILING਍ഀ 344 BEAVER DAM ROAD਍ഀ TOWN OF VAIL਍ഀ EAGLE COUNTY, COLORADO਍ഀ PROJECT NO. 05153਍ഀ SEPTEMBER 19, 2005਍ഀ ~਍ഀ ਍ഀ CMD਍ഀ W਍ഀ 29526 -਍ഀ Vt4਍ഀ 4਍ഀ fA6~ ~਍ഀ "਍ഀ ~~~~~A~ddtlAFi4VSha'a4M'~~`6~਍ഀ PREPARED FOR:਍ഀ MR. KYLE WEBB਍ഀ KH WEBB ARCHITECTS, PC਍ഀ 953 S. FRONTAGE ROAD WEST, SUITE 216਍ഀ VAIL, CO 81657਍ഀ P.O. Box 2837, Edwards, CO 81632, (970) 926-9088 Tel, (970) 926-9089 Fax਍ഀ TABLE OF CONTENTS਍ഀ EXECUTIVE SUMMARY 2਍ഀ SCOPE OF STUDY 2਍ഀ SITE DESCRIPTION 3਍ഀ PROPOSED CONSTRUCTION 3਍ഀ FIELD INVESTIGATION 3਍ഀ SUBSURFACE SOIL AND GROUNDWATER CONDITION 4਍ഀ FOUNDATION RECOMMENDATIONS 4਍ഀ SLAB CONSTRUCTION 6਍ഀ RETAINING WALLS 7਍ഀ UNDERDRAIN SYSTEM 7਍ഀ SITE GRADING AND DRAINAGE 8਍ഀ LAWN IRRIGATION 8਍ഀ LIMITATION 9਍ഀ FIGURES਍ഀ LOCATION SKETCH DRAWING NO. 1਍ഀ SUBSURFACE EXPLORATION LOGS FIGURE NO'S 1 & 2਍ഀ SWELL/CONSOLIDATION RESULTS FIGURE NO'S 3 - 5਍ഀ PERIMETER DRAIN FIGURE NO. 6਍ഀ 2਍ഀ EXECUTIVE SUMMARY਍ഀ Ground water dewatering will be necessary for the construction of਍ഀ the proposed addition.਍ഀ 2. The proposed addition should be supported with conventional਍ഀ type spread footings, designed for an allowable soil bearing਍ഀ pressure of 2500 psf. They should construct the footings on the਍ഀ undisturbed, clayey-gravelly soil and/or bedrock, below all fill and਍ഀ topsoil. See Foundation Recommendations for other਍ഀ alternatives.਍ഀ SCOPE OF STUDY਍ഀ This report presents the results of a subsurface Soil and Foundation Investigation਍ഀ for the proposed Dayton Addition, Lot 10, Block 2, Vail Village 3rd Filing, Town of Vail,਍ഀ Eagle County, Colorado. The purpose of the subsurface soil and foundation investigation਍ഀ was to determine the engineering characteristics of the foundation soil and to provide਍ഀ recommendations for the foundation design, grading, and drainage.਍ഀ LKP Engineering, Inc.਍ഀ SITE DESCRIPTION਍ഀ Lot 10 is a 0.4724-acre lot, at 344 Beaver Dam Road, in the Town of Vail, Eagle਍ഀ County, Colorado. The topography is moderate to steep. Drainage is to the north and਍ഀ northwest. Vegetation on the lot consisted of pines, grass and serviceberries. To the north਍ഀ of the existing residence there is a pond, wet areas and small stream, and thick, wetland਍ഀ type of vegetation. The lot has an existing residence and a gravel surfaced driveway.਍ഀ PROPOSED CONSTRUCTION਍ഀ We understand that the proposed residence will consist of a wood frame਍ഀ construction addition, on a concrete foundation. The proposed addition will be on the east਍ഀ and north sides of the existing building. Loads are anticipated to be light, typical of਍ഀ residential construction.਍ഀ If the finalized plans differ significantly from the above understanding, they should਍ഀ notify us to reevaluate the recommendations of this report.਍ഀ FIELD INVESTIGATION਍ഀ The field investigation conducted on August 10, 2005, consisted of boring,਍ഀ logging and sampling two test borings. The test boring locations are shown on Drawing਍ഀ No. 1. Drilling of the test borings was done with a 4-inch diameter, continuous flight, a਍ഀ power auger, on a truck mounted drill rig. We show the soil profiles of the test borings on਍ഀ LKP Engineering, Inc.਍ഀ 4਍ഀ the Subsurface Exploration Logs, Figure No's one through three. Soil samples for਍ഀ laboratory soil analysis and observation were taken at selected intervals by advancing਍ഀ Standard Split Spoon and California Samplers with a 140-pound hammer, falling 30਍ഀ inches.਍ഀ SUBSURFACE SOIL AND GROUNDWATER CONDITION਍ഀ The soil profiles encountered in the test borings were fairly uniform. Boring No. 1਍ഀ consisted of five feet of fill over eight feet of brown, gravelly, sandy clay over two feet of਍ഀ weathered bedrock over five feet of claystone bedrock. Boring No. 2 had three feet of fill਍ഀ over three feet of gravelly clay over 12 feet of reddish brown, clayey, gravelly sand over਍ഀ two feet of claystone bedrock. Ground water was encountered at 11 feet in both borings.਍ഀ We sampled the soil in the test borings at random intervals. The soil samples were਍ഀ brought to our laboratory for observation and analysis. They were tested for natural dry਍ഀ density, natural moisture content and swell/consolidation. The results can be seen on਍ഀ Figure No.'s 3-5.਍ഀ FOUNDATION RECOMMENDATIONS਍ഀ Due to the high ground water elevation extreme care should be taken during the਍ഀ design and the construction stages on this lot. Ground water and softer soils were਍ഀ encountered in Test Boring No. 1. One alternative for the proposed addition is to be਍ഀ supported with strait shaft piers, designed for an allowable end bearing pressure of 10,000਍ഀ psf. The piers should be imbedded for a minimum of twice the pier diameter into firm,਍ഀ bedrock. Due to the high ground water level, the piers would have to be incased with਍ഀ LKP Engineering, Inc.਍ഀ 5਍ഀ inspected by the undersigned engineer, prior to concrete placement.਍ഀ Another alternative for the proposed addition is to be supported with conventional਍ഀ type spread footings, designed for a maximum allowable soil bearing pressure of 2500 psf.਍ഀ The footings should be placed on the undisturbed, clayey-gravelly soil and/or bedrock. For਍ഀ this alternative, ground water dewatering and improvement of the foundation subgrade਍ഀ might be necessary. The ground water elevation can vary, and it is possible it will rise as਍ഀ high as the proposed foundation. A minimum of two feet of separation should be਍ഀ maintained between the ground water and the bottom of the footings.਍ഀ The high ground water elevation can impact the foundation bearing soils. Ground਍ഀ water dewatering will be necessary. We recommend an underdrain behind every step in਍ഀ the foundation.਍ഀ We also recommend two feet of gravel under the slab on grade areas. The gravel਍ഀ should be connected with the perimeter drain. More detailed recommendations for the਍ഀ underdrain system can be provided once the foundation and grading plans are completed.਍ഀ We recommend minimum width of 16 inches for the continuous footings and 2਍ഀ feet for the isolated footing pads. Continuous foundation walls should be reinforced top਍ഀ and bottom to span an unsupported length of at least 10 feet.਍ഀ We recommend a minimum of 48 inches of backfill cover for frost protection of਍ഀ the footing subsoils. The foundation excavation should be observed by the undersigned਍ഀ engineer to verify that the soil conditions encountered during construction are as਍ഀ anticipated in this report. The foundation excavation should be free from excavation਍ഀ spoils, frost, organics and standing water. We recommend proof-rolling of the foundation਍ഀ excavation with light equipment on tracks. Heavy equipment can bring up the moisture਍ഀ from the underlaying soils and create a soft and unsuitable base for the foundation. Soft਍ഀ spots detected during the proof-rolling, should be removed by overexcavation. Any਍ഀ overexcavation within the proposed foundation, should be backfilled, in 8 inches loose਍ഀ level lifts and compacted to 100% of the maximum dry density and within 2 percent of the਍ഀ LKP Engineering, Inc.਍ഀ 6਍ഀ level lifts and compacted to 100% of the maximum dry density and within 2 percent of the਍ഀ optimum moisture content as determined in a laboratory from a Standard Proctor test਍ഀ (ASTM D-698). A structural fill, placed under footings should be tested by the engineer or਍ഀ her representatives on regular basis. As an alternative, the structural fill can be replaced਍ഀ with clean, crushed rock.਍ഀ SLAB CONSTRUCTION਍ഀ The natural, on-site soils, exclusive of fill, topsoil and organics, are suitable to਍ഀ support lightly loaded slab-on-grade construction. However the high ground water level਍ഀ should be considered, when determining the slab on grade elevation. Based on the਍ഀ findings from the soil and foundation investigation, a structural fill will be needed to਍ഀ provide a minimum separation of two feet between the high ground water table and the਍ഀ bottom of the proposed slab on grade. An underdrain system might also be necessary for਍ഀ the slab on grade areas. The subgrade for the slab-on-grade construction should be proof਍ഀ compacted to detect and remove soft spots. They should backfill overexcavated soft spots਍ഀ and other underslab fill with suitable material, compacted to a minimum of 95 percent of਍ഀ the maximum standard Proctor density (ASTM D-698). Suitable material should be free਍ഀ from topsoil, organics and rock fragments greater than 3 inches.਍ഀ The concrete slab should be constructed over a 24-inch layer of clean gravel਍ഀ consisting of -3/4 inch gravel with at least 50% retained on the No. 4 sieve and less than 3਍ഀ percent passing the No. 200 sieve.਍ഀ They should reinforce the concrete slab-on-grade and score control joints਍ഀ according to the American Concrete Institute requirements and per the recommendations਍ഀ of the designer to reduce damage due to shrinkage. The concrete slab should be separated਍ഀ from the foundation walls and columns with expansion joints to allow for independent਍ഀ LKP Engineering, Inc.਍ഀ 7਍ഀ movement without causing damage.਍ഀ RETAINING WALLS਍ഀ They should design foundation walls retaining earth and retaining structures that਍ഀ are laterally supported to resist an equivalent fluid density of 60 pcf for an "at-rest"਍ഀ condition. Laterally unrestrained structures retaining the on-site earth should be designed਍ഀ to resist an equivalent fluid density of 40 pcf for the "active" case.਍ഀ The above design recommendations assume drained backfill conditions and a਍ഀ horizontal backfill surface. Surcharge loading due to adjacent structures, weight of਍ഀ temporary stored construction materials and equipment, inclined backfill and hydrostatic਍ഀ pressure due to undrained backfill should be incorporated in the design. They should try to਍ഀ prevent the buildup of hydrostatic pressure behind the retaining wall.਍ഀ UNDERDRAIN SYSTEM਍ഀ To reduce the risk of surface water infiltrating the foundation subsoil, the਍ഀ installation of a foundation perimeter drain is recommended. The foundation perimeter਍ഀ drain should consist of a 4-inch diameter perforated pipe sloped to a suitable gravity਍ഀ outlet. The drain should slope at 1/4 inch per foot if flexible or at 1/8 of an inch if rigid਍ഀ pipe is used. The drain pipe should be covered with a minimum of 6 inches of -3/4 inch਍ഀ free-draining granular material. Geotextile (Mirafi 140N or equivalent) should be used to਍ഀ cover the free-draining gravel to prevent siltation and clogging of the drain. The backfill਍ഀ above the drain should be granular material to within 2 feet of the ground surface to਍ഀ prevent a buildup of hydrostatic pressure. The top one foot of the backfill material should਍ഀ LKP Engineering, Inc.਍ഀ 8਍ഀ consist of a relatively impervious fill. The backfill should be sloping away from the਍ഀ building. It is very likely that the recommendations for the underdrain system will be਍ഀ modified to include ground water dewatering, once the plans are more complete, and at਍ഀ the time of construction.਍ഀ SITE GRADING AND DRAINAGE਍ഀ A grading plan was not available for our review. The following recommendations਍ഀ are general. The site surrounding the building structure should slope away from the਍ഀ building in all directions. A minimum of 12 inches in the first 10 feet is recommended in਍ഀ unpaved areas, and three inches in the first 10 feet in paved areas. The top of the granular਍ഀ foundation backfill should be covered with a minimum of 1 foot of relatively impervious਍ഀ fill to reduce the potential of surface water infiltrating the foundation subsoils.਍ഀ Surface water naturally draining toward the proposed building site or permanent਍ഀ cuts, should be diverted around and away from it by means of drainage swales or other਍ഀ approved methods. The roof drains and downspouts should extend and discharge beyond਍ഀ the limits of the backfill. Exterior backfill should be compacted at or near the optimum਍ഀ moisture content to at least 95% of the maximum standard Proctor density under਍ഀ pavement, sidewalk and patio areas and to at least 90% of the maximum standard Proctor਍ഀ density under landscaped areas. Mechanical methods of compaction should be used. Do਍ഀ not puddle the foundation excavation.਍ഀ LAWN IRRIGATION਍ഀ It is not recommended to introduce excess water to the foundation soils by਍ഀ installing sprinkler systems next to the building. The installation of the sprinkler heads਍ഀ LKP Engineering, Inc.਍ഀ 9਍ഀ should insure that the spray from the heads will not fall within 10 feet of foundation walls,਍ഀ porches or patio slabs. Lawn irrigation must be controlled.਍ഀ LIMITATION਍ഀ This report has been prepared according to locally accepted Professional਍ഀ Geotechnical Engineering standards for similar methods of testing and soil conditions at਍ഀ this time. There is no other warranty either expressed or implied.਍ഀ The findings and recommendations of this report are based on field exploration,਍ഀ laboratory testing of samples obtained at the specific locations shown on the Location਍ഀ Sketch, Drawing No.I and on assumptions stated in the report. Soil conditions at other਍ഀ locations may vary, which may not become evident until the foundation excavation is਍ഀ completed. If soil or water conditions seem different from those described in this report਍ഀ we should be contacted immediately to reevaluate the recommendations of this report.਍ഀ This report has been prepared for the exclusive use Mr. Kyle Webb, KH Webb਍ഀ Architects, PC, for the specific application to the proposed Dayton Addition, Lot 10,਍ഀ Block 2, Vail Village, 3`d Filing, 344 Beaver Dam Road, Town of Vail, Eagle County,਍ഀ Colorado.਍ഀ Sincerely,਍ഀ LKP ENGINEERING, INC. % (Zt*) T਍ഀ Luiza Petrovska, PE਍ഀ President਍ഀ JAWP 12-LKP\05153c1y-gw.rpt.wpd਍ഀ 29526 s,਍ഀ LKP Engineering, Inc.਍ഀ BEAVER਍ഀ DAM਍ഀ RO਍ഀ a A਍ഀ x >v਍ഀ rs~ u[਍ഀ R~IA76'਍ഀ r i਍ഀ T-M77਍ഀ rxe਍ഀ x਍ഀ x਍ഀ Boring਍ഀ x਍ഀ # 2਍ഀ a਍ഀ ਍ഀ x਍ഀ rr.r ~mrr .or਍ഀ Nm rm਍ഀ `਍ഀ ~ n.sm a,਍ഀ ..evre.c us>਍ഀ rra r਍ഀ m ami xanr siu਍ഀ w ~ 4਍ഀ Boring # 1਍ഀ r..,i਍ഀ LOT 9਍ഀ as :o* wut.:.਍ഀ M਍ഀ l਍ഀ LOT਍ഀ 9਍ഀ 1਍ഀ BLOCK 7਍ഀ \V~਍ഀ f਍ഀ T਍ഀ VAIL VILLAGE਍ഀ FIRST FILING਍ഀ 10਍ഀ x LO਍ഀ 0.4724-ACRES਍ഀ ਍ഀ 034 ~਍ഀ ,਍ഀ im ru਍ഀ x਍ഀ x਍ഀ M਍ഀ !C਍ഀ I.s਍ഀ 11t xl • r M਍ഀ ~i~u [ V'4SI7਍ഀ ~i਍ഀ LOT I rr਍ഀ `"~"'r਍ഀ s: ~~nrr਍ഀ LOT 18਍ഀ r਍ഀ NOTE- S17E PLAN PROVIDED BY OTHERS਍ഀ LOCATION SKETCH਍ഀ CIAI./GEOTECIiNICAL਍ഀ F'ROIECT Na:਍ഀ L਍ഀ OT 10, BLOCK 2, VAIL NLLAGE, 3rd FILING਍ഀ 05153਍ഀ LKP Engineering, In c.਍ഀ 344 BEAKER DAM ROAD਍ഀ SCALE਍ഀ '਍ഀ - 1 20਍ഀ TOWN OF VAIL਍ഀ P.0. Box 2837 Edwards, CO 81632਍ഀ tel (970) 926-9088 fax (970) 926-9089਍ഀ EAGLE COUNTY, COLORADO਍ഀ DRAWING Na:਍ഀ 1਍ഀ DATE OBSERVED: August 10, 2005 BORING NO. 1਍ഀ ELEVATION:਍ഀ S਍ഀ S਍ഀ Y਍ഀ A਍ഀ DEPTH਍ഀ FEET਍ഀ BLOWS਍ഀ PER FT.਍ഀ M਍ഀ B਍ഀ M਍ഀ P਍ഀ DESCRIP71ON OF MATERIAL਍ഀ AND SAMPLE LOCA71ON਍ഀ LABOARTORY਍ഀ TEST RESUL7S਍ഀ REMARKS਍ഀ 0਍ഀ L਍ഀ L਍ഀ E਍ഀ -਍ഀ Fill, consisting of clay, gravel਍ഀ -਍ഀ and some topsoil਍ഀ -਍ഀ 7/12਍ഀ ❑਍ഀ 5਍ഀ -਍ഀ 10਍ഀ 14112਍ഀ ❑਍ഀ Gravelly, sandy clay਍ഀ DD= 112.2 pcf਍ഀ MC= 15.8'਍ഀ Ground Water਍ഀ @਍ഀ -਍ഀ 30112਍ഀ ਍ഀ ❑਍ഀ Weathered bedrock਍ഀ 15਍ഀ Claystone bedrock਍ഀ 5015਍ഀ ❑਍ഀ DD= 125.9 pcf਍ഀ MC= 11.4%਍ഀ zo਍ഀ Bottom of Boring ® 20 feet਍ഀ LEGEND:਍ഀ ❑ - 2-inch O.D. California Liner Sample਍ഀ ■ - Split Spoon਍ഀ 24112 - Drive sample blow count. Indicates that 24 blows਍ഀ of a 140-pound hammer falling 30 inches were਍ഀ required to drive the California or the Split Spoon਍ഀ Sampler 12 inches.਍ഀ DD - Natural Dry Density (pcf)਍ഀ MC - Natural Moisture Content਍ഀ -200 - Percent Passing No. 200 Sieve਍ഀ LL - Liquid Limit਍ഀ Pl - Plasticity Index਍ഀ GW - Ground water਍ഀ U਍ഀ U਍ഀ E਍ഀ PROZCT Na: 05153਍ഀ LKP ENGINEERING, INC.਍ഀ S਍ഀ BS਍ഀ RFAC਍ഀ EXPLORATION LOG਍ഀ nGURLE Na: 1਍ഀ DATE OBSERVED: August 10, 2005 BORING NO. 2਍ഀ ELEVATION:਍ഀ S਍ഀ S਍ഀ Y਍ഀ A਍ഀ DEPTH਍ഀ BLOWS਍ഀ M਍ഀ M਍ഀ DESCRIP77ON OF MATERIAL਍ഀ LABOARTORY਍ഀ REMARKS਍ഀ FEET਍ഀ PER FT.਍ഀ B਍ഀ P਍ഀ AND SAMPLE LOCA77ON਍ഀ TEST RESULTS਍ഀ 0਍ഀ L਍ഀ L਍ഀ E਍ഀ -਍ഀ Fill, consisting of clay, gravel਍ഀ -਍ഀ and some topsoil਍ഀ -਍ഀ 3112਍ഀ ❑਍ഀ DD= 97.3 pcf਍ഀ Gravelly clay਍ഀ MC= 25.2%਍ഀ 5਍ഀ -਍ഀ 12112਍ഀ ti਍ഀ ❑਍ഀ DD= 114.1 pcf਍ഀ MC= 11.9%਍ഀ Ground Water਍ഀ - 10਍ഀ @ 11'਍ഀ -਍ഀ 50110਍ഀ ❑਍ഀ Reddish brown, clayey, gravelly਍ഀ sand਍ഀ 75਍ഀ -਍ഀ 5018਍ഀ ❑਍ഀ Claystone bedrock਍ഀ DD= 120.8 pcf਍ഀ MC= 15.9%਍ഀ 20਍ഀ Bottom of Boring @ 20 feet਍ഀ LEGEND:਍ഀ ❑ - 2-inch O.D. California Liner Sample਍ഀ ■ - Split Spoon਍ഀ 24112 - Drive sample blow count. Indicates that 24 blows਍ഀ of a 140-pound hammer falling 30 inches were਍ഀ required to drive the California or the Split Spoon਍ഀ Sampler 12 inches.਍ഀ DD - Natural Dry Density (pcf)਍ഀ MC - Natural Moisture Content਍ഀ -200 - Percent Passing No. 200 Sieve਍ഀ LL - Liquid Limit਍ഀ Pl - Plasticity Index਍ഀ GW - Ground water਍ഀ PRQECT NQ:਍ഀ 05153਍ഀ SUBSURFACE EXPLOR਍ഀ N਍ഀ T਍ഀ LKP ENGINEERING, INC.਍ഀ A਍ഀ IO਍ഀ LOG਍ഀ nay Na:਍ഀ 2਍ഀ 1਍ഀ 0਍ഀ c਍ഀ -1਍ഀ c਍ഀ 0਍ഀ k਍ഀ W਍ഀ -2਍ഀ -3਍ഀ c਍ഀ 0਍ഀ -4਍ഀ a~਍ഀ i਍ഀ 4਍ഀ O਍ഀ v -5਍ഀ -6਍ഀ 1਍ഀ 0਍ഀ c਍ഀ y਍ഀ c਍ഀ 0਍ഀ Wx਍ഀ -2਍ഀ -3਍ഀ c਍ഀ 0਍ഀ -4਍ഀ 4਍ഀ O਍ഀ v -5਍ഀ -6਍ഀ 0.1 1.0 10 100਍ഀ APPLIED PRESSURE - ksf਍ഀ Sample of- Gravelly, sandy clay from: Boring No. 1 ® 9 feet਍ഀ Natural Dry Unit Weight = 112.2 pcf਍ഀ Natural Moisture Content = 15.8 percent਍ഀ 0.1 1.0 10 100਍ഀ APPLIED PRESSURE - ksf਍ഀ Sample of Claystone from:Boring No. 1 ® 19 feet਍ഀ Natural Dry Unit Weight = 125.9 pcf਍ഀ Natural Moisture Content = 11.4 percent 0.5% swell ® 1.3 ksf Swell Pressure਍ഀ PROXCT Na:਍ഀ KP Englneering, Inc. Swell/Consolidation Test Results RaW M: 0515'਍ഀ 3਍ഀ 1਍ഀ 0਍ഀ c਍ഀ c਍ഀ 0਍ഀ k਍ഀ W਍ഀ -2਍ഀ -3਍ഀ c਍ഀ 0਍ഀ y -4਍ഀ a~਍ഀ 4਍ഀ O਍ഀ U -5਍ഀ -6਍ഀ 1਍ഀ 0਍ഀ c਍ഀ -1਍ഀ y਍ഀ c਍ഀ O਍ഀ k਍ഀ W਍ഀ -2਍ഀ -.j਍ഀ C਍ഀ O਍ഀ -4਍ഀ o_਍ഀ 0਍ഀ -6਍ഀ I਍ഀ I਍ഀ 0.1 1.0 10 100਍ഀ APPLIED PRESSURE - ksf਍ഀ Sample of Gravelly clay from: Boring No. 2 ® 4 feet਍ഀ Natural Dry Unit Weight = 97.3 pcf਍ഀ Natural Moisture Content = 25.2 percent਍ഀ 0.1 1.0 10 100਍ഀ APPLIED PRESSURE - ksf਍ഀ Sample of- Clayey, gravelly sand from: Boring No. 2 ® 9 feet਍ഀ Natural Dry Unit Weight = 114.1 pcf਍ഀ Natural Moisture Content = 11.9 percent਍ഀ PRMCT Na:਍ഀ 0515.'਍ഀ KP Engineering, Inc. Swell/Consolidation Test Results FIGURE Na: 4਍ഀ c਍ഀ -1਍ഀ c਍ഀ 0਍ഀ Wk਍ഀ -2਍ഀ -3਍ഀ c਍ഀ 0਍ഀ -4਍ഀ ~਍ഀ a਍ഀ 4਍ഀ E਍ഀ O਍ഀ v -5਍ഀ -6਍ഀ i਍ഀ 0.1 1.0 10 100਍ഀ APPLIED PRESSURE - ksf਍ഀ Sample of : Shale & claystone from: Boring No. 2 ® 19 feet਍ഀ Natural Dry Unit Weight = 120.8 pcf਍ഀ Natural Moisture Content = 15.9 percent 0.3% swell ® 1.0 ksf swell pressure਍ഀ PRAECT Na:਍ഀ 05153਍ഀ LKP Engineering, inc. Swell - Consolidation Test Results FIGURE Na: 5਍ഀ COVER BACKFILL WI7H ONE FOOT OF਍ഀ RELATIVELY IMPERVIOUS SOIL਍ഀ SWALE਍ഀ 12਍ഀ DRS IN਍ഀ 78਍ഀ -਍ഀ -਍ഀ 1RST10਍ഀ _਍ഀ -਍ഀ FEET਍ഀ ਍ഀ ਍ഀ - - - - - - - - - -਍ഀ WATERPROOFING਍ഀ o • -਍ഀ '-M/RADRVN '6000਍ഀ J .਍ഀ ' OR 30 MIL POND :LINER਍ഀ 10਍ഀ .਍ഀ . ►਍ഀ • D਍ഀ M~਍ഀ FILL਍ഀ --G਍ഀ M਍ഀ ►਍ഀ ਍ഀ /਍ഀ ~਍ഀ COMPACTED TO 90.5 OF THE਍ഀ •਍ഀ Q ► D਍ഀ ਍ഀ ਍ഀ MAXIMUM DRY DENSITY਍ഀ ,਍ഀ _਍ഀ ਍ഀ RIL TER FABRIC਍ഀ • ~D਍ഀ : ABOVE਍ഀ SEEPAGE LINE਍ഀ ► : D ' FOO77NG COARSE GRAVEL, 314 INCH DIAM,਍ഀ • WTH LESS THAN 5X FTNES਍ഀ IMPERVIOUS MOISTURE਍ഀ BARRIER GLUED TO THE MIN਍ഀ FOUNDA 170N WALL਍ഀ FILTER FABRIC UNDER THE DRAIN਍ഀ 4-INCH DIAMETER, RIGID, PERFORATED PIPE਍ഀ SLOPED TO A DAYLIGHT OR TO A SUMP LOCATION਍ഀ AT A 114-INCH PER FOOT.਍ഀ CIVIL/GEOTECHNICAL਍ഀ LKP Engin a ering, In c.਍ഀ P.O. Box 2837 Edwards, CO 81632਍ഀ tsl (970) 928-9088 fox (970) 926-9089਍ഀ PERIMETER਍ഀ LOT 10, BLOCK Z VAlL NILLAGE; 3rd RUNG਍ഀ 344 BMW? DAM ROAD਍ഀ 7010N OF VAIL਍ഀ EAGLE COUNTY, COLORADO਍ഀ ATERING਍ഀ PRG,WT N0.: 05153਍ഀ N. TS.਍ഀ 6਍ഀ HE RRO W Enterprises USA, Inc.਍ഀ Asbestos*Lead Paint*Mold*Hazardous Materials਍ഀ f30 6/fLo਍ഀ Phone (303) 763 9639਍ഀ Fax (303) 763 9686਍ഀ E-Mail Lennie.Herron@comcast.net਍ഀ Website www.HERRON-En*rprises.com਍ഀ ASBESTOS SERVICES਍ഀ Client: Colorado Environmental Services, LTD.਍ഀ Client Contact: James Duran I 40YOKV਍ഀ Order No.: Verbal ~਍ഀ Job Location: Single Family Dwelling', 344 Beaver Dam., Vail, CO 81657 T°1~/n Of Vail਍ഀ Date of Assignment: 10/03-04/06 OFF IrCt Copy਍ഀ Assignment: Environmental Consultation/Asbestos Air Monitoring਍ഀ HERRON" Project No.: 0927063਍ഀ Date of Report: 10/04/06਍ഀ SUMMARY OF WORK਍ഀ Per Client request, and under the guidelines defined, HERRON' Enterprises USA, Inc. has concluded the Environmental਍ഀ Consultation/Asbestos Service for friable and/or non-friable Asbestos Containing Material(s) at the aforementioned property਍ഀ Our Environmental Consultation/Asbestos Service report may include a Limited Asbestos Building Inspection, descriptions of਍ഀ Bulk, Dust, and/or Air Monitoring samples, their locations and analyses data, which have been obtained and analyses਍ഀ performed in accordance with local, state, and/or federal regulations.਍ഀ For Calculation purposes of samples obtained by HERRON', all results are expressed basis actual sampling duration, with਍ഀ courtesy 8 hours time weighted average calculations, based on the actual sampling duration. For Calculation purposes of਍ഀ samples submitted to HERRON", all results are expressed basis actual sampling duration, as submitted by the Client.਍ഀ HERRON" implies no warranty to the accuracy of the information or the samples submitted by the Client. In order to make਍ഀ exact determinations, the employer should calculate exact times based on containment sign-in/out sheets for TWA's, in਍ഀ accordance with current OSHA regulations.਍ഀ All Miscellaneous Provisions, Terms and Conditions apply to all services provided as indicated in HERRON" current Terms਍ഀ of Services.਍ഀ Information and data which has been generated as a result of this Environmental Consultation/Asbestos Service will remain਍ഀ confidential and will not be released to any party without prior written authorization from Client(s) (refer to authorized਍ഀ distribution).਍ഀ We appreciate the confidence which has been demonstrated by your continued patronage, and look forward to assisting you਍ഀ and your group should you have future needs of Environmental Consultation/Asbestos Services.਍ഀ Sincerely,਍ഀ Jamie L. Herron-Johnson਍ഀ Supervisor਍ഀ HERRON'Enterprises USA, Inc.਍ഀ Distribution:਍ഀ None਍ഀ Page 1 of 7਍ഀ 46਍ഀ H E R RO N ® Enterprises USA, Inc. Phone (303) 763 9639਍ഀ Fax (303) 763 9686਍ഀ E-Mail Lennie.Herron@comcast.net਍ഀ Asbestos*Lead''P'WnVMold*Hazardous Materials Website www.HERRON-Enterprises.com਍ഀ EnMironmentalgServic *Industrial Hygienists 7261 W. Hampden Ave., Lakewood, CO 80227-5305਍ഀ FIELD REPORT & OBSERVATIONS਍ഀ Client: ;4 Colora o Environmental Services, LTD.਍ഀ Client Contact: James Duran਍ഀ Order No.: Verbal਍ഀ Job Location: Single Family Dwelling', 344 Beaver Dam., Vail, CO 81657਍ഀ Date of Assignment: 10/03-04/06਍ഀ Assignment: Environmental Consultation/Asbestos Air Monitoring਍ഀ HERRON' Project No.: 0927063਍ഀ Date of Report: 10/04/06਍ഀ DATE TIME SUMMARY OF EVENTS਍ഀ 10/03/06 Requested to perform Final Visual Containment(s) Inspection(s), Final Clearance਍ഀ (MARL/OSHA) Air Monitoring for Gross and Component removal of approximately 192 SF of਍ഀ Friable ACM Sheetflooring on Wood Substrate as indicated within Full Enclosure Area(s)਍ഀ 1300 Completed Final Visual Containment Inspection-2nd Floor Level, Full Enclosure Area appears਍ഀ to meet the scope of work, regulatory requirements, where visible/accessible after final detail਍ഀ cleaning਍ഀ 1320 Commenced (MARL/OSHA) Air Monitoring਍ഀ 1345 Completed Final Visual Containment Inspection-1st Floor Level, Full Enclosure Area appears਍ഀ to meet the scope of work, regulatory requirements, where visible/accessible after final detail਍ഀ cleaning਍ഀ 1547 Completed (MAAL/OSHA) Air Monitoring਍ഀ PM Completed (MARL/OSHA) Air Monitoring PCM analysis-All Work Area samples below AQCC਍ഀ MARL, <=0.01 f/cc/OSHA 1926.1101, EL <1.0 f/cc, PEL <0.10 f/cc, where regulated, unless਍ഀ otherwise noted as follows: NA਍ഀ Advised results਍ഀ 10/04/06 AM Field documentation completed and report distributed (refer to distribution)਍ഀ Page 2 of 7਍ഀ 1 H E R N Phone (303) 763 9639਍ഀ ®Enterprises USA, Inc. Fax (303) 763 9686਍ഀ E-Mail Lonnie. Herron@comcast.net਍ഀ Asbestos*Lead Paint*Mold*Hazardous Materials Website www.HERRON-Enterprises.com਍ഀ Environmental Services*lndu trial Hygienists 7261 W. Hampden Ave. Lakewood CO 80227-5305਍ഀ ASBESTOS AIR SAMPLING DATA/NIOSH 7400 FIBER COUNT ANALYSIS਍ഀ Client: Colorado Environmental Services, LTD.਍ഀ Client Contact: James Duran਍ഀ Order No.: Verbal਍ഀ Job Location: Single Family Dwelling', 344 Beaver Dam., Vail, CO 81657਍ഀ Date of Assignment: 10/03-04/06਍ഀ Assignment: Environmental Consultation/Asbestos Air Monitoring਍ഀ HERRON® Project No.: 0927063਍ഀ Date of Report: 10/04/06਍ഀ SAMPLE਍ഀ TIME਍ഀ FLOW RATE਍ഀ FIBER਍ഀ NO. AND਍ഀ PUMP ON OFF TOT਍ഀ (LPM) (LPM)਍ഀ VOL PARTICULATE FIBER FIELD DENSITY LOD FIBERS਍ഀ DESC.਍ഀ NO HR MIN HR MIN MIN਍ഀ ON OFF਍ഀ (L) LOADING COUNT COUNT (F/MM2) (F/CC) (F/CC)਍ഀ 100306-1 131 13 20 15 12 112 13.50 13.50 1512 L 5.0 100 6.369 0.002 BDL਍ഀ Final Clearance, 0 0 0 0 0 0.00 0.00਍ഀ (MARL) Air Monitoring, 2nd Floor Level, Gross removal of approximately 63 SF of Friable ACM Sheetflooring on Wood Substrate as indicated within Full Enclosure Area(s)਍ഀ IWA, Sample 1 of 5਍ഀ 100306-2 134 13 20 15 12 112 13.50 13.50 1512 L 3.0 100 3.822 0.002 BDL਍ഀ Final Clearance, 0 0 0 0 0 0.00 0.00਍ഀ (MARL) Air Monitoring, 2nd Floor Level, Gross removal of approximately 63 SF of Friable ACM Sheetflooring on Wood Substrate as indicated within Full Enclosure Area(s)਍ഀ IWA, Sample 2 of 5਍ഀ 100306-3 122 13 20 15 12 112 13.50 13.50 1512 L 8.0 100 10.191 0.002 0.003਍ഀ Final Clearance, 0 0 0 0 0 0.00 0.00਍ഀ (MARL) Air Monitoring, 2nd Floor Level, Gross removal of approximately 63 SF of Friable ACM Sheetflooring on Wood Substrate as indicated within Full Enclosure Area(s)਍ഀ IWA, Sample 3 of 5਍ഀ 100306-4 133 13 20 15 12 112 13.50 13.50 1512 L 6.0 100 7.643 0.002 0.002਍ഀ Final Clearance, 0 0 0 0 0 0.00 0.00਍ഀ (MARL) Air Monitoring, 2nd Floor Level, Gross removal of approximately 63 SF of Friable ACM Sheetflooring on Wood Substrate as indicated within Full Enclosure Area(s)਍ഀ IWA, Sample 4 of 5਍ഀ 100306-5 135 13 20 15 12 112 13.50 13.50 1512 L 7.0 100 8.917 0.002 0.002਍ഀ Final Clearance, 0 0 0 0 0 0.00 0.00਍ഀ (MAAL) Air Monitoring, 2nd Floor Level, Gross removal of approximately 63 SF of Friable ACM Sheetflooring on Wood Substrate as indicated within Full Enclosure Area(s)਍ഀ IWA, Sample 5 of 5਍ഀ 100306-6 135 13 20 15 12 112 13.50 13.50 1512 L 7.0 100 8.917 0.002 0.002਍ഀ Final Clearance, 0 0 0 0 0 0.00 0.00਍ഀ (MARL) Air Monitoring, 1st Floor Level, Component removal of approximately 129 SF of Friable ACM Sheetflooring on Wood Substrate as indicated within Full Enclosure Area(s)਍ഀ IWA, Sample 1 of 5਍ഀ 100306-7 130 14 0 15 47 107 13.50 13.50 1445 L 14.0 100 17.834 0.002 0.005਍ഀ Final Clearance, 0 0 0 0 0 0.00 0.00਍ഀ (MARL) Air Monitoring, 1st Floor Level, Component removal of approximately 129 SF of Friable ACM Sheetflooring on Wood Substrate as indicated within Full Enclosure Area(s)਍ഀ IWA, Sample 2 of 5਍ഀ Page 3 of 7਍ഀ 1 H E R N Phone (303) 763 9639਍ഀ ®Enterprises USA, Inc. Fax (303) 763 9686਍ഀ E-Mail Lennie.Herron@comcast.net਍ഀ Asbestos*Lead Paint*Mold*Hazardous Materials Website www.HERRON-Enterprises.com਍ഀ Environmental Service *lndustrial H ienists 7261 W. Hampden Ave. Lakewood C 80227-5305਍ഀ ASBESTOS AIR SAMPLING DATA/NIOSH 7400 FIBER COUNT ANALYSIS਍ഀ Client: Colorado Environmental Services, LTD.਍ഀ Client Contact: James Duran਍ഀ Order No.: Verbal਍ഀ Job Location: Single Family Dwelling', 344 Beaver Dam., Vail, CO 81657਍ഀ Date of Assignment: 10/03-04/06਍ഀ Assignment: Environmental Consultation/Asbestos Air Monitoring਍ഀ HERRON" Project No.: 0927063਍ഀ Date of Report: 10/04/06਍ഀ SAMPLE TIME FLOW RATE FIBER਍ഀ NO. AND PUMP ON OFF TOT (LPM) (LPM) VOL PARTICULATE FIBER FIELD DENSITY LOD FIBERS਍ഀ DESC. NO HR MIN HR MIN MIN ON OFF (L) LOADING COUNT COUNT (F/MM2) (F/CC) (F/CC)਍ഀ 100306-8 112 14 2 15 47 105 13.50 13.50 1418 L 12.0 100 15.287 0.002 0.004਍ഀ Final Clearance, 0 0 0 0 0 0.00 0.00਍ഀ (MARL) Air Monitoring, 1 st Floor Level, Component removal of approximately 129 SF of Friable ACM Sheettlooring on Wood Substrate as indicated within Full Enclosure Area(s)਍ഀ IWA, Sample 3 of 5਍ഀ 100306-9 156 14 4 15 47 103 13.50 13.50 1391 L 3.0 100 3.822 0.002 BDL਍ഀ Final Clearance, 0 0 0 0 0 0.00 0.00਍ഀ (MAAL) Air Monitoring, 1st Floor Level, Component removal of approximately 129 SF of Friable ACM Sheetflooring on Wood Substrate as indicated within Full Enclosure Area(s)਍ഀ IWA, Sample 4 of 5਍ഀ 100306-10 142 14 5 15 47 102 13.50 13.50 1377 L 15.0 100 19.108 0.002 0.005਍ഀ Final Clearance, 0 0 0 0 0 0.00 0.00਍ഀ (MARL) Air Monitoring, 1st Floor Level, Component removal of approximately 129 SF of Friable ACM Sheetflooring on Wood Substrate as indicated within Full Enclosure Area(s)਍ഀ IWA, Sample 5 of 5਍ഀ 100306-B1 Blank VL 0.0 100਍ഀ 100306-B2 Blank VL 0.0 100 FP਍ഀ Note: .8p, 25mm MCE Filter Cassettes -Note: IWA =Inside Work Area, OWA =Outside Work Area, BDL =Below Detection Limit -Note: VL = VeryLight,਍ഀ L = Light, M = Moderate, H = Heavy, VH = Very Heavy, CBR = Cannot Be Read - Note: Proficiency Analytical Testing (PAT) Program਍ഀ Page 4 of 7਍ഀ 00 H E RRO N" PhFax 7763 9639਍ഀ 63 9686਍ഀ Enterprises USA, Inc. (303 )਍ഀ E-Mall Lannie.Herron@comcast.net਍ഀ b!~shed1 Asbestos*Lead Palnt*Mold*Hazardous Materials Website www.HERRON-Enterprlses.com਍ഀ Environmental Services*Industrial Hygienists 7261 W. Hampden Ave., Lakewood, Colorado 80227.5305਍ഀ CERTIFICATION OF VISUAL INSPECTION(S)਍ഀ 34q਍ഀ Building਍ഀ Work Area/Contalnnient਍ഀ Material(s)਍ഀ Quantity(tes)਍ഀ FulUMini/਍ഀ Regulated Area਍ഀ Asbestos Abatement Contractor Certification਍ഀ In accordance with local, state, federal regulations, and the Asbestos Abatement Summary of Work, the Asbestos Abatement Contractor hereby਍ഀ certifies that he or she has visually inspected the Work Area (all surfaces including pipes, beams, ledges, walls, ceiling and floor, Decontamination਍ഀ Uni s , sheet plastic, etc. and has found no dust, debris or residue.਍ഀ Asbestos Abatement Contractor਍ഀ Datefrime਍ഀ Certiflcation No,਍ഀ Printed Name਍ഀ Title਍ഀ Pass਍ഀ Fall਍ഀ Si nature਍ഀ Final਍ഀ Visual਍ഀ AA _਍ഀ ,਍ഀ fns a਍ഀ •°~a~a਍ഀ 16- 3਍ഀ 123਍ഀ Ji.r , .+hc~ A -਍ഀ ;Ed਍ഀ e 1਍ഀ 0'਍ഀ I _਍ഀ ' . Air Monitoring Specialist/Asbestos Project Manager Certification '਍ഀ The Air Monitoring Specialist/Asbestos Project Manager hereby certifies that he or she has accompanied the Asbestos Abatement Contractor on this਍ഀ visual inspection and verifies that these visual inspection(s), as indicated, have been thorough where visible/accessible, and to the best of his or her਍ഀ Imowledge and belief, the Asbestos Abatement Contractor's Certification above as indicated and where applicable, is a true and honest one.਍ഀ Air Monitojrbi&Specialist/Asbestos਍ഀ DatellYme'਍ഀ Certification No.਍ഀ Printed Name਍ഀ Title਍ഀ Pass਍ഀ . Fail.਍ഀ Project Manager਍ഀ Final Visual਍ഀ _਍ഀ InspecHo਍ഀ inn਍ഀ Comments:਍ഀ Desi er/Pro ect Administrator Certification਍ഀ The Designer/Project Administrator hereby certifies that he or she has reviewed the Asbestos Abatement Contractor, Air Monitoring਍ഀ Specialist/Asbestos Project Manager Certification on completion of this final visual inspection and believes that this final visual inspection has been਍ഀ thorough where visible/accessible, and to the best of his or her knowledge and belief; the Asbestos Abatement Contractor's and Air Monitoring਍ഀ Specialist's/Asbestos Project Manager's Certification's above are true and honest ones.਍ഀ Designer਍ഀ Date/Time਍ഀ Certification No.,਍ഀ Printed Name਍ഀ Title਍ഀ Si am,਍ഀ e਍ഀ -਍ഀ Project Administrator਍ഀ `਍ഀ Date/Time਍ഀ Certification No.਍ഀ Printed Name਍ഀ Title਍ഀ Si਍ഀ ature਍ഀ C Phone (303) 763 9639਍ഀ H E R ROn' 1 ~1® Enterprises USA, Inc. Fax (303) 763 9686਍ഀ c E-Mall LPHerron@aol.com਍ഀ -`~bllshed1 Asbestos*Lead Based Paint*Hazardous Materials P.O. Box 620694, Littleton, Colorado 80162-0694਍ഀ Environmental Services*lndustrial Hygienists 7261 W. Hampden Ave., Lakewood, Colorado 50227਍ഀ CERTIFICATION OF PRE-ABATEMENT VISUAL INSPECTION(S)਍ഀ Building਍ഀ Work Area/Containment਍ഀ 1Vlaterl i1(s) QuanHty~tes) ' " Full/11tnii/਍ഀ Area;਍ഀ A~,estosbtetnelnt"ontrne. 4C.'ertaficatiiiii•਍ഀ '਍ഀ _਍ഀ _ _਍ഀ state, , federal regulations, and the Asbestos Abatement Summary of Work, the Asbestos Abatement Contractor hereby਍ഀ In accordance with local਍ഀ certifies that he or she has properly prepared and has visually inspected the Work Area (all posting of permits and certifications, installation and proper਍ഀ operation or implementation of all work practices, decontamination units, waste load out areas, pre-cleaning of surfaces, manometers, disposal਍ഀ containers, integrity of enclosures, water, surfactants, equipment, materials, protective clothing, respiratory protection, etc.) and that the Asbestos਍ഀ Abatement Contractor is ready to proceed with active abatement.਍ഀ AybestoSAbatement-Contractor D~terrlnle CeettficattpnNo਍ഀ S,'nature."਍ഀ rintedName Tile, y+ Pa s/Pail T:਍ഀ _਍ഀ Final਍ഀ ,਍ഀ _਍ഀ ਍ഀ w਍ഀ '਍ഀ `਍ഀ '਍ഀ ~਍ഀ r'1 S਍ഀ P 5਍ഀ '਍ഀ i1਍ഀ u 1u ;1VIom਍ഀ `਍ഀ tdrin S euahst/tf`sli਍ഀ t8s਍ഀ l?ro਍ഀ l i਍ഀ s "਍ഀ , ~r„਍ഀ 1 fifth, itb'p _਍ഀ The Air Monitoring Specialist/Asbestos Project Manager hereby certifies that he or she has accompanied the Asbestos Abatement Contractor on this਍ഀ visual inspection and verifies that this visual inspection has been thorough where visible/accessible, and to the best of his or her knowledge and belief,਍ഀ the Asbestos Abatement Contractor's Certification above is a true and honest one.਍ഀ l)91e~1'17111. ~FTJIM, ' ~'15~~'All'I਍ഀ !਍ഀ ~਍ഀ I ~ r•,. i਍ഀ Y. E਍ഀ '਍ഀ SJ਍ഀ ~yr਍ഀ ~A਍ഀ ad਍ഀ ~਍ഀ ~਍ഀ 'L਍ഀ .਍ഀ ,਍ഀ LL਍ഀ ਍ഀ ਍ഀ t਍ഀ ~਍ഀ f਍ഀ Final਍ഀ C2਍ഀ l~J਍ഀ Comments:਍ഀ The Designer/Project Administrator hereby certifies that he or she has reviewed the Asbestos Abatement Contractor, Air Monitoring਍ഀ Specialist/Asbestos Project Manager Certification on completion of this final visual inspection and believes that this final visual inspection has been਍ഀ thorough where visible/accessible, and to the best of his or her knowledge and belief, the Asbestos Abatement Contractor's and Air Monitoring਍ഀ above are true and honest ones.਍ഀ Specialist s s estos Project Manager's Certification's਍ഀ -,mot * a ~਍ഀ -਍ഀ "Mime < ttGc-ativn i 1'~ J L 4਍ഀ t਍ഀ ਍ഀ y j਍ഀ ru ±਍ഀ ~xu''n$਍ഀ ਍ഀ AS਍ഀ '਍ഀ '਍ഀ ~ '਍ഀ r਍ഀ S}਍ഀ e਍ഀ I਍ഀ x,t.. J਍ഀ (਍ഀ H਍ഀ . d਍ഀ F• ...J in`tz .,'~iJi਍ഀ -਍ഀ 77਍ഀ 7777 -7Ccrhficateon [ uuP;~਍ഀ puAje~tAl lt$ Atorv਍ഀ late i1 ~uic਍ഀ $ pt ~}ts. ~ru,t k y. i s `਍ഀ ~਍ഀ ~਍ഀ yr~Y. i r ~ • - Y "~5,. a਍ഀ ~i ~ t਍ഀ 4~- .~Igl~a~nxe'~ c t, ~:~~.n t.';k~'W~t਍ഀ (01/25/2007) John Plano - Dayton Remodel Page 1਍ഀ From: John Plano਍ഀ To: millie@khwebb.com਍ഀ Date: 01/25/2007 12:06:21 PM਍ഀ Subject: Dayton Remodel਍ഀ Millie,਍ഀ I did the original plan review for this project. I did a site visit on 1/25/07, 1 could only view the site from the਍ഀ road, as it was taped off with warning tape and no one was on site.਍ഀ I have some concerns/requirements listed below.਍ഀ For the new floor plan change,਍ഀ 1) Submit a new building permit application and DRB permit application for DRB, Planning, Fire਍ഀ department, Building Department and Public Works approval for the tear-down/rebuild.਍ഀ For the removal of the framing and installing shoring for the existing foundation walls.਍ഀ 1) If any framing is left, provide a letter from the structural engineer that it is adequate to sustain the snow਍ഀ loads and lateral forces or his recommendations for bracing.਍ഀ 2) Provide an engineer stamped shoring plan for the existing foundation walls.਍ഀ 3) Provide a drainage and erosion control plan for the site.਍ഀ 4) Indicate how the exposed foundation will be protected from frost heave.਍ഀ 5) Provide a revised DRB permit to demo, include bond to restore the site to a natural state.਍ഀ 6) Apply for a demo permit, this can be concurrent with the DRB application.਍ഀ John Plano਍ഀ Plan Examiner਍ഀ Town of Vail਍ഀ Cell, 977-6278਍ഀ CC: bgibson@vailgov.com; cdavis@vailgov.com; cgunion@vail.gov;਍ഀ mccgee@vailgov.com; mitchs@gsconco.com਍ഀ (01/25/2007) John Plano - TOV letter 1.24.07.pdf਍ഀ Arxrary 24, 2005਍ഀ Tarn of Vail਍ഀ BII CIbem- Rama਍ഀ Bailing Cpartmart਍ഀ Are Dpertrsht਍ഀ 75 lb Ra#e Rid਍ഀ \il, mlaado81857਍ഀ It Doh Fire Ibodoh਍ഀ Id 1Q Bads 2 \At MIEga31 Flirg਍ഀ 344 BAC Dm\AI, ctlaab਍ഀ Page 1਍ഀ go - EGOS਍ഀ -਍ഀ DH BII਍ഀ arirg dmdlcn of the Do reddErm n efiah, the stutire resorted more dhd nA '਍ഀ taxies in keying the edsting structre V1b arse਍ഀ au re going in to the rehaefion that the edoia Hells me all 2xt m l&Ldm and the floors woe franad Hith 200 and 1 A਍ഀ hmm * in std of plywood. VVhat He we rut awe of Res the poor soils used as back fill along the south of the propaiy. %਍ഀ had a m-&u cbm rrAng Wth BII CIMII and Mich 3hrde Hith Gage 3aaAr (bhdru cbm Q M)eny, Um Rkadca Wth 1-19਍ഀ ErxjnEffing 'uEr Plc in Wth 3rucUral tad (d, di Q and Ted bthnsm .ith Eduerds r-H I kV 'd that soiufixh wall਍ഀ gi ng. sat ate਍ഀ be b rarne the fill and rglaoad it Wth &Ldral fill for s ppating the rhea bundation, the second option is b use hdical pers. If TC਍ഀ we t83i hdical piers we world not be able b propaly Hrsfcproof the a4sting fou>d cn which arreitly has rroistire oaring thragh਍ഀ the am txrhdation Hell. The emabr slid that he mold not Ivethe mouth side ad dg b the edsting tooting daetion due to the 6S Col਍ഀ proamity of the rear propaty line and the utility masarerht lie final mnduEion fran the rrAng was to disam v& the mw਍ഀ renxing the edsfirg house and more the bogorint b the north 3. Vb would lewe the edsling soulh tarxiatim Hell and use it as a਍ഀ shoring well. Ttis Hold allay us b par ar rev footings and propalyHelirproof the farxta m veil that beck-fill bd&w the rev਍ഀ and edsling bundatim Hells with ga\d.਍ഀ % are arrehtly naing bnwad A the approW fooghrint The dint node it \ay dear that he doe; not went to rededgn the਍ഀ entire house W he would like us b fix morns of the aess m we Raking arand as a rerrodd such as the 24 walls; the arum਍ഀ wells on the Iona lad, lancing the attire hose so the driv ay is not as sit, Et V1b are not emadng hdght lints or਍ഀ m3dnang A but the south west corns of the edsting hale is in@ side;etbac. If we use the awing bopxint and more the਍ഀ horse b the north 3 fEEt m Hill still be in the sidesdtladc, but He are not changing folk or mass V )b are reducing the mass in the਍ഀ side stack by &enging the roof from the edsting gable b a flat roof.਍ഀ As this red®gh will take m-nefine to renork, the prge3 is arreitly on hold. The client doe; riot vat the suet 43le of the hale਍ഀ to be an eyesore in the reftorhood and the otaclor dons nut Rent it to be an unsafe structure The struckral Onff਍ഀ reran xW snoring all tarring and using sl ad spoons for the mullh farxlalim well. VVxk He be allonei to rase the fraying,਍ഀ sane the jab A, ad lad this spring / early srmu build the appraed bolprint that has ban m3A 3 fed to the north?਍ഀ Rm m vArm on the direction m should proomJ.਍ഀ Thank P~਍ഀ Mllie Aldrich, AAA A Bon਍ഀ k.h. with achlt & pa਍ഀ 1)70.477.299( ow~w.khuwhb rnm਍ഀ 3~g_atg5਍ഀ TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT਍ഀ 75 S. FRONTAGE ROAD਍ഀ VAIL, CO 81657਍ഀ 970-479-2138਍ഀ NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES਍ഀ ADD/ALT SFR BUILD PERMIT Permit B06-0321਍ഀ Project # PRJ06-0162਍ഀ Job Address: 344 BEAVER DAM RD VAIL Status ISSUED਍ഀ Location.....: 344 BEAVER DAM RD Applied 10/17/2006਍ഀ Parcel No...: 210107113012 Issued 11/16/2006਍ഀ Expires 05/15/2007਍ഀ OWNER਍ഀ DAYTON, JOHN W.਍ഀ 2703 ROUTH STNE਍ഀ DALLAS਍ഀ TX 75201਍ഀ APPLICANT਍ഀ GEORGE SHAEFFER਍ഀ PO BOX 373਍ഀ VAIL਍ഀ CO 81657਍ഀ License: 302-A਍ഀ CONTRACTOR਍ഀ GEORGE SHAEFFER਍ഀ PO BOX 373਍ഀ VAIL਍ഀ CO 81657਍ഀ License: 302-A਍ഀ ARCHITECT਍ഀ K.H. WEBB ARCHI'਍ഀ 710 WEST LIOJ਍ഀ VAIL਍ഀ CO 81657਍ഀ License: C00000:਍ഀ Description:਍ഀ REMODEL/ADDITION TO SFR਍ഀ Occupancy: R-3਍ഀ Type Construction: VB਍ഀ & ARLENE J. 10/17/2006਍ഀ CONSTRUCTION10/17/2006 Phone: 845-5656਍ഀ CONSTRUCTION10/17/ dr ne਍ഀ ECTS 0/ 2006 hone਍ഀ AD CI UNI਍ഀ 56਍ഀ -477-2990਍ഀ Valuation: 1,500,000.00 Revision Valuation: $0.00 Total Sq Ft Added: 2100਍ഀ *****************+****************************a~***************** FEE SUMMARY਍ഀ Building > $7,433.75 Restuarant Plan Review--> $0.00 Total Calculated Fees--> $12,583.69਍ഀ Plan Check > $4,831.94 Recreation Fee--------------> $315.00 Additional Fees > $0.00਍ഀ Investigation—> $0.00 TOTAL FEES--------------> $12,583.69 Total Permit Fee--------> $12,583.69਍ഀ Will Call > $3.00 Payments-----------------> $12,583.69਍ഀ BALANCE DUE------- > $0.00਍ഀ Approvals:਍ഀ Item: 05100 BUILDING DEPARTMENT਍ഀ 11/02/2006 jplano Action: DN corrections਍ഀ required਍ഀ F:\cdev\CHRIS\PERMIT.COMMENTS\B06-0321\B06-0321.DOC਍ഀ 11/16/2006 jplano Action: AP corrections਍ഀ received਍ഀ Item: 05400 PLANNING DEPARTMENT਍ഀ 10/23/2006 bgibson Action: AP਍ഀ Item: 05600 FIRE DEPARTMENT਍ഀ 11/01/2006 JJR਍ഀ alarm system required਍ഀ licensed by TOV.਍ഀ Fire sprinkler system਍ഀ Item: 05500 PUBLIC WORKS਍ഀ 10/26/2006 gc਍ഀ Action: AP Monitored fire਍ഀ Submit shop drawings by contractor਍ഀ recommended.਍ഀ Action: DN਍ഀ 11/16/2006 CSALLI Action: AP PUBLIC WAY PERMIT਍ഀ REQUIRED਍ഀ See the Conditions section of this Document for any that may apply.਍ഀ DECLARATIONS਍ഀ I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot਍ഀ plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply਍ഀ with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design਍ഀ review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto.਍ഀ REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-2149 OR AT OUR OFFICE FROM 8:00਍ഀ AM - 4 PM.਍ഀ ATURE)9F-'DWNER OR CONTRACTOR FOR HIMSELF AND OWNER਍ഀ CONDITIONS OF APPROVAL਍ഀ Permit B06-0321 as of 11-16-2006 Status: ISSUED਍ഀ Permit Type: ADD/ALT SFR BUILD PERMIT Applied: 10/17/2006਍ഀ Applicant: GEORGE SHAEFFER CONSTRUCTION Issued: 11/16/2006਍ഀ 845-5656 To Expire: 05/15/2007਍ഀ Job Address: 344 BEAVER DAM RD VAIL਍ഀ Location: 344 BEAVER DAM RD਍ഀ Parcel No: 210107113012਍ഀ Description:਍ഀ REMODEL/ADDITION TO SFR਍ഀ Conditions x**~਍ഀ Cond: 12਍ഀ (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE਍ഀ COMPLIANCE.਍ഀ Cond: CON0008539਍ഀ Monitored fire alarm required and shall comply with NFPA਍ഀ 72(2002) and VFES standards.਍ഀ TOWN OF VAIL, COLORADO Statement਍ഀ Statement Number: R060001735 Amount: $4,831.94 10/17/200601:43 PM਍ഀ Payment Method: Check Init: JS਍ഀ Notation: 86619/GEORGE਍ഀ SHAEFFER CONST CO਍ഀ ਍ഀ Permit No: B06-0321 Type: ADD/ALT SFR BUILD PERMIT਍ഀ Parcel No: 2101-071-1301-2਍ഀ Site Address: 344 BEAVER DAM RD VAIL਍ഀ .Location: 344 BEAVER DAM RD਍ഀ Total Fees: $12,268.69਍ഀ This Payment: $4,831.94 Total ALL Pmts: $4,831.94਍ഀ Balance: $7,436.75਍ഀ k;k;k**#kk;kk##;kk**##**#**;k*;k**;tkk*#k***#><###~>::k#~#~#~k#**x*k*#;k####*****k#$;k;k#;k***#k;k#####k*k;k਍ഀ ACCOUNTITEM LIST:਍ഀ Account Code Description Current Pmts਍ഀ ਍ഀ PF 00100003112300 PLAN CHECK FEES 4,831.94਍ഀ TOWN OF VAIL, COLORADOCopy Reprinted on 09-11-2007 at 16:30:20 09/11/2007਍ഀ Statement਍ഀ Statement Number: R060001998 Amount: $7,751.75 11/16/200604:39 PM਍ഀ Payment Method: Check Init: DDG਍ഀ Notation: George਍ഀ Shaeffer 87059਍ഀ ਍ഀ Permit No: B06-0321 Type: ADD/ALT SFR BUILD PERMIT਍ഀ Parcel No: 2101-071-1301-2਍ഀ Site Address: 344 BEAVER DAM RD VAIL਍ഀ Location: 344 BEAVER DAM RD਍ഀ Total Fees: $12,583.69਍ഀ This Payment: $7,751.75 Total ALL Pmts: $12,583.69਍ഀ Balance: $0.00਍ഀ ACCOUNT ITEM LIST:਍ഀ Account Code Description Current Pmts਍ഀ ਍ഀ BP 00100003111100 BUILDING PERMIT FEES 7,433.75਍ഀ RF 11100003112700 RECREATION FEES 315.00਍ഀ WC 00100003112800 WILL CALL INSPECTION FEE 3.00਍ഀ r qjcj~6~਍ഀ * (9 , z Lp'~਍ഀ 0਍ഀ g਍ഀ APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR?UNLN਍ഀ its(਍ഀ Project਍ഀ s O Building Permit਍ഀ 970-479-2149 (inspection਍ഀ MOOFV& TOWN OF VAIL BUILDING PERMIT APPLICATION਍ഀ Separate Permits are required for electrical, plumbing, mechanical, etc.!਍ഀ 75 S. Frontage Rd.਍ഀ Vail, Colorado 81657਍ഀ CONTRACTOR INFORMATION਍ഀ General Contractor: Town of V it Re No.: JI਍ഀ Contact Person and Phone Xs:਍ഀ GEORGE SHAEFFER CONSTRUC ION - Mitch Sturde 970-390-5605਍ഀ Email address: mitchs@qsconco.com Fax 970-84507013਍ഀ Contractor Signature:਍ഀ COMPLETE VAI HAT1ONR FOR Rl1II r)INr. PFRMIT 11 nhnr X Mnforinia਍ഀ BUILDING: $ 1,500, 000.਍ഀ ELECTRICAL: $਍ഀ OTHER: $਍ഀ PLUMBING: $਍ഀ MECHANICAL: $਍ഀ TOTAL: $਍ഀ For Parcel # ContactEaale CouafvAssessois Ofifice at 970-32X-B8JII nr vicif r vww Pan/P-~n1,,nfv rnm਍ഀ Parcel # 21 01 0 7113012਍ഀ Job Name: Dayton Residence਍ഀ Job Address: 344 BEaver Dam Rd.਍ഀ I Legal Description Lot: 1 jjl Block: 2 Filing: 3rd Subdivision:਍ഀ Owners Name: John Dayton Address2703 Routh St Dallas PX਍ഀ Phone:਍ഀ Architect/Designer: Address:਍ഀ Phone:਍ഀ 970-479-2990਍ഀ Engineer:਍ഀ 13 Solu ionress: PO Box 2494 Avon CO 81 6਍ഀ Ohon70-949-7100਍ഀ Detailed description of wor :਍ഀ Work Class: New( ) Addition( ) Remodel (X) Repair ( ) Demo ( ) Other ( )਍ഀ Work Type: Interior ( ) Exterior ( ) Both i X Does an EHU exist at this location: Yes( ) No (X)਍ഀ Type of Bldg.: Single-family (X) Two-family ( ) Multi-family ( ) Commercial ( ) Restaurant ( ) Other ( )਍ഀ No. of Existing Dwelling Units in this building: n /a No. of Accommodation Units in this building: n /a਍ഀ No/Type of Fireplaces Existin : Gas Appliances Gas Los Wood/Pellet Wood Burning X਍ഀ No/Type of Fireplaces Proposed: Gas Appliances Gas Los Wood/Pellet Wood Burning NOT ALLOWED਍ഀ Does a Fire Alarm Exist: Yes( ) No k ) 11 Does a Fire Sprinkler System Exist: Yes( ) No( 3਍ഀ *****************************************FOR OFFICE USE ONLY***********************************************਍ഀ Type of Construction: v਍ഀ Occupancy Group: Accepted By:਍ഀ F:\cdev\FORMS\Permits\Building\building_permit_4-21-06.DOC Page 1 of 16 04/21/2006਍ഀ PI328L਍ഀ PAGE: 1਍ഀ F P O E਍ഀ N T R Y਍ഀ /਍ഀ R E C E I V I N G R E P O R T਍ഀ ਍ഀ FPO NUMBER਍ഀ ਍ഀ F30610਍ഀ ਍ഀ ਍ഀ DATE RECEIVED: 9/11/07਍ഀ REMARKS਍ഀ PARTIAL REFUND ON VOIDED BUILDING PERMIT਍ഀ RECEIVED BY: LC਍ഀ ENTERED: 9/11/07 16:41 BY: LCAMPBELL਍ഀ VENDOR: 000000਍ഀ 1 - GEORGE਍ഀ SHAEFFER CONSTRUCTION਍ഀ INVOICE NUMBER:਍ഀ B06-0321਍ഀ INVOICE DATE: 9/11/07਍ഀ INVOICE POSTED:਍ഀ 9/11/07਍ഀ 16:41 BY: LCAMPBELL਍ഀ PAYMENT DUE:਍ഀ 9/21/07਍ഀ AMOUNT: $ 6265.00਍ഀ ACCOUNT#਍ഀ ਍ഀ PROJ#਍ഀ AMOUNT ITEM DESCRIPTION਍ഀ 00100003111100਍ഀ ਍ഀ ਍ഀ $਍ഀ ਍ഀ 5947.00 80% OF BLDG PERMIT FEE਍ഀ 11100003112700਍ഀ $਍ഀ 315.00 1000 REC FEE਍ഀ 00100003112800਍ഀ $਍ഀ 3.00 1000 WILL CALL FEE਍ഀ TOWN OF Vid਍ഀ Department of Community Development਍ഀ Building Safety and Inspection Services਍ഀ 75 South Frontage Road਍ഀ Vail, Colorado 81657਍ഀ 970-479-2138਍ഀ FAX 970-479-2452਍ഀ www. vailgovcom਍ഀ BUILDING SAFETY AND INSPECTION SERVICES PLAN REVIEW COMMENTS:਍ഀ TO: Contractor/Applicant਍ഀ George Shaffer਍ഀ Architect਍ഀ Webb਍ഀ FAX/Email (970)845-7013਍ഀ NUMBER OF PAGES:਍ഀ FROM:਍ഀ DATE:਍ഀ BUILDING PERMIT਍ഀ OWNERS NAME:਍ഀ SITE ADDRESS:਍ഀ OCCUPANCY GROUP:਍ഀ TYPE OF CONSTRUCTION:਍ഀ NUMBER OF STORIES:਍ഀ BUILDING AREA:਍ഀ (970)477-2965਍ഀ 3਍ഀ John Plano, Building Plans Examiner਍ഀ 11/01/2006਍ഀ B06-0321਍ഀ Dayton਍ഀ 344 Beaver Dam Road਍ഀ R-3਍ഀ VB਍ഀ 2਍ഀ The documents submitted for this project have been reviewed for compliance with the 2003਍ഀ International Building Code, 2003 International Residential Code, 2003 International Mechanical਍ഀ Code, 2003 International Fuel Gas Code, 2003 International Plumbing Code, 2003 International਍ഀ Energy Conservation Code and 2002 National Electrical Code as modified and adopted by the Town of਍ഀ Vail.਍ഀ The following comments will need to be addressed prior to issuance of a building permit;਍ഀ For processing.਍ഀ • Please submit four complete sets of revised construction documents containing the requested਍ഀ information with all plan revision items clouded or otherwise identified.਍ഀ • Please respond in writing to each comment by marking the attached list or creating a response਍ഀ letter. Indicate which plan sheet, detail, specification, or calculation shows the requested਍ഀ information. Please send revisions to the attention of the plans examiner with the building਍ഀ permit application number noted.਍ഀ • Please be sure to include on the resubmittal the engineer's or architect's "wet" stamp, signature,਍ഀ registration number and date on the cover page of any structural calculations, all structural਍ഀ details and structural sheets of the plans. For commercial or multi-family projects all sheets of਍ഀ the plans must be stamped.਍ഀ /Building Department Comments:਍ഀ Y On A100 the garage drains are indicated connected to the sewer. Garage drains are not allowed to be਍ഀ connected to public sewer. Please address accordingly.਍ഀ There is a mechanical room shown accessed off the new garage. This mechanical room is at a lower਍ഀ level than the garage floor. Elevation of ignition source of 18" above the garage floor is required. The਍ഀ NEC requires that outlets are to be elevated also. Indicate how this is to be maintained or provide਍ഀ alternative assess to the area.਍ഀ `3! Provide a 36" landing in front of the operable leaf of door W1 from the Media Room.਍ഀ 4" Provide a detail for water proofing the decks that are over occupiable space or crawlspace.਍ഀ 'Srr Provide detail 3/500 parapet detail.਍ഀ Ge Change the mechanical access to the new mechanical area under the floor of bedroom #1 so it is਍ഀ large enough to remove the equipment.਍ഀ The Town of Vail's amendments require fire sprinklers be installed if equipment is installed in a਍ഀ crawlspace. Indicate on the plans that the house is sprinklered.਍ഀ =-8 Provide civil engineer stamped drawings for the dewatering system.਍ഀ L9' Indicate on the structural drawings that the dewatering drawings have been reviewed and the਍ഀ footings maintain a minimum of two feet separation from ground water as required by the਍ഀ geotechnical engineer. Otherwise design the foundation utilizing strait shaft piers as stated in the਍ഀ soils report.਍ഀ 4k0 The slab areas are indicating 4" of gravel beneath. The soils report is recommending two feet of਍ഀ gravel under slabs and connecting the gravel to the perimeter drain. Indicate the geotechnical਍ഀ engineer's recommendations on the structural drawings.਍ഀ - V !1 Have the civil engineer make a recommendation if an under slab drainage system is required, per the਍ഀ soils report.਍ഀ v41 Show on the plans how the crawlspaces are to be ventilated.਍ഀ 1--?3 Provide the installation instructions for the new boiler to verify it can be installed in a 5'tall space.਍ഀ Indicate on the structural drawings the minimum thickness of the glass for the glazing in the floor.਍ഀ Verify and indicate that it meets the design criteria indicated in IBC 2409.਍ഀ Public Work's Department Comments:਍ഀ 15 Call out height of retaining wall 3/S6. Town of Vail requirements require 6' or less.਍ഀ 16 Detail on the bar grate to show how it is supported.਍ഀ 17 The architectural drawings need to match the Civil Engineer's drawings.਍ഀ 18 Remove the light out of the right of way.਍ഀ 19 Call out 4' pan, 2" invert and no heat in pan.਍ഀ 20 Separate zone of heat in the right of way.਍ഀ 21 Slope 2:1 in back of site.਍ഀ Please refer to the cover sheet for information on resubmitting plans. In order to avoid delays in issuance of਍ഀ a permit, please check all requested information is included with the resubmitted plans. Please submit਍ഀ revised plans as a complete set. Partial plan resubmittals will not be reviewed.਍ഀ John Plano਍ഀ I.C.C. Plans Examiner਍ഀ Town of Vail Building Safety and Inspection Services਍ഀ 970.479.2140਍ഀ jplano@vailgov.com਍ഀ George Calberg਍ഀ Public Works Construction Inspector਍ഀ 970.479.2166਍ഀ gcalberg@vailgov.com਍ഀ F:\cdev\CHRIS\PERMIT.COMMENTS\B06-0321\B06-0321 DOC਍ഀ P. 1਍ഀ COMMUNICATION RESULT REPORT ( NOV. 2.2006 4:57PM ) * ~ ~਍ഀ TTI਍ഀ FILE MODE OPTION ADDRESS (GROUP) RESULT PAGE਍ഀ ਍ഀ 561 MEMORY TX 98457013 OK P. 3:'3਍ഀ REASON FOR ERROR਍ഀ E-1) HANG UP OR LINE FAIL਍ഀ E-3) NO ANSWER਍ഀ E-2) BUSY਍ഀ E-4) NO FACSIMILE CONNECTION਍ഀ NfffPA~LB:~'਍ഀ Department ofCommunity LL-velopment਍ഀ Building Safety and rnsp&-bon Services਍ഀ 75 South Frontage Road਍ഀ Bail, Colorado 81657਍ഀ 970-979-2138਍ഀ FAX 97079-2452਍ഀ www. vailgov, com਍ഀ BUILDING SAFETY AND INSPECTION SERVICES PLAN REVIEW COMMENTS:਍ഀ TO: Contractor/Applicant਍ഀ George Shaffer਍ഀ Archit਍ഀ Webb਍ഀ FAX/Email (970)8457013਍ഀ NUMBER OF PACES:਍ഀ FROM:਍ഀ DATE:਍ഀ BUILDING PERMIT਍ഀ OWNERS NAME;਍ഀ SITE ADDRESS:਍ഀ OCCUPANCY Ir.Rn::o!਍ഀ (970)477-2965਍ഀ 3਍ഀ John Plano, Building Plans Examiner਍ഀ 11/01./2006਍ഀ B06-0321਍ഀ Dayton਍ഀ 344 Beaver Dam Road਍ഀ 0-1਍ഀ November 10, 2006਍ഀ c਍ഀ W਍ഀ Town of Vail਍ഀ Attn: John Plano - Examiner਍ഀ 75 South frontage Road਍ഀ Vail, Colorado 81657਍ഀ Re: Dayton Residence਍ഀ 344 Beaver Dam Road਍ഀ Vail CO਍ഀ B06-0321਍ഀ Dear John -਍ഀ Please review the attached four sets of drawings and accompanying letters from UP Engineering, inc. and SDS, inc. in response to your plan comments.਍ഀ Building Department Comments:਍ഀ vK, Garage drains to daylight. See revision A100਍ഀ Any type of ignition source (outlets, relay, etc) must be 18" above garage floor. See revision A100਍ഀ Changed operable leaf of door WI to provide a 36" landing. See revision A101਍ഀ i~ See detail 4 on A500 - waterproof decks over living space.਍ഀ vY See detail 3 on A500 - parapet detail਍ഀ %b: No mechanical under bedroom #1 crawl space. See revision A100਍ഀ V No mechanical under bedroom #1 crawl space. See revision A100਍ഀ See letter from UP engineering਍ഀ See letter from LKP engineering and SDS engineering਍ഀ 6fr See letter from SDS engineering, and revision S2਍ഀ 'qf.. See letter from UP engineering਍ഀ See revision A100਍ഀ ~,,13. No mechanical under bedroom #1 crawl space. See revision A100, boiler is located in mechanical room #118 See revision A101਍ഀ See letter from SDS engineering, and revision S4਍ഀ Public Work's Department Comments:਍ഀ 1e See letter from SDS engineering, and revision 3/S6਍ഀ '16. No bar grate on drive, see revision A001਍ഀ ,a.--'see revision A001਍ഀ `(O' Relocated landscape light out of the right of way, see revision A003਍ഀ See letter from UP engineering਍ഀ See revision A001਍ഀ ~~1. See letter from UP engineering਍ഀ Please call if you have any questions.਍ഀ Thank you,਍ഀ t਍ഀ Millie Aldrich, AIA Assoc.਍ഀ k.h. webb architects pc.਍ഀ v਍ഀ 953 SOUTH FRONTAGE ROAD WEST STE 216 VAIL COLORADO 81657਍ഀ 970.477.2990 970.477. 2965( F) www.khwebb.com਍ഀ A9FM8ER OF THE AMERICAN INSTITUTE OF ARCHITECTS਍ഀ 9਍ഀ 1 ng neering, Ina਍ഀ CMI-t.1.rM Et.'.HNI L਍ഀ November 7,, 22006਍ഀ -IS. Millie Aldrich਍ഀ K.H. Webb Ar-hitcct4਍ഀ 710 W Lionshe-ad Circle਍ഀ 'Fail, C 81657਍ഀ T ear ill.ic਍ഀ RE; TOV Building PerInill +COMMIC ,ts਍ഀ Dayton 'Ressiden-re਍ഀ Lot 10. Block Z, Vail ''Yra.l[age, Filing 3਍ഀ 744 Beaver Dom Road, Vail਍ഀ Eagle CC)ur-A)', CQJJ+ r. o਍ഀ Project No, 5l 53਍ഀ We have rev evved the comments you circled on the OV cornaxmcats:, namely eommcnt਍ഀ numbers, 8, 9, 11. 19 and 1_ p"&Hom iag is our reply-.਍ഀ +C' .,mnicn1s. - We have rot prcpar l dra Mugs for a dew term systc7xt at this time. uT਍ഀ into.%T can : tct prepare ale at.riq draw i.n ;s, if it is found n.ccmn-, ai~er ~~c have observed਍ഀ the਍ഀ so l and rr,~t~nd uver conditions within the xcavation for die rop,~se cl r ttiodcl'add.itioi਍ഀ Cumnicm 4 - Due to the Iit iced cccss to the site dining our original soil and fouatlation਍ഀ invescit Ctzon, voc would not lest or ohsenr the soil and round water conditions; in areas outer਍ഀ lien the drive-v av The recommendation of the soil's report for a convention. I q ,c of fmidation਍ഀ with spread Rx'11ings supported on the undiitnrbed clayey-gm- velly coil ac War bedrock. beto%a, any਍ഀ fill or topsoiI should ti observed, undI of en hot obscrvation.਍ഀ Comment l 1 - Dctc.rmination for the aced of an ul d`rdiuin system Under the stab on਍ഀ ua, Je areas witl be made at the bane of °rt hula olirscri t:ion,਍ഀ Comment 4,11? -The civil draWir labeled C-1, 9nd dated eptenAver '6, 2006. is Labeled਍ഀ ,%ith .a note ca find For a 4-foot pars ti.nd the ecinc:rete fan is Cabclcd with spot el-rvaOrmi at the਍ഀ utiddle top. of* the concrcit pats (t th sides and in alit invert.਍ഀ Comment 11 -The 4.toi at the hack: of t;h .site is 2A until it ants the existing grade,਍ഀ k0ii:li varic% from about 1-1 to about -Si I.਍ഀ I!' u a L ti any que-.-bons, please do nig hesitate t gall,਍ഀ i~ccc:ly,਍ഀ LKP Engineering, I'nc.਍ഀ r਍ഀ Luiza PeE37k ska. PE਍ഀ President਍ഀ One cop scanned and c-mailed to: mdli.sti:khwcl bxorn਍ഀ P.O. Box 2$: ,l , C() 8 163 2, (97 0) 26-x` ,88 Tel, (97'0'1926-9(189 Fax਍ഀ 71utions inC਍ഀ E N G I N E E R I N G਍ഀ November 9, 2006,਍ഀ Record਍ഀ Proiiect: Dayton Remodel #0107-06਍ഀ P. O. BOX 2494਍ഀ AVON.CO 81620਍ഀ PH970.949.7100਍ഀ m970.949.3377਍ഀ We have reviewed the plan review comments from the Town of Vail dated 11/1/06. This record addresses the਍ഀ comments regarding the structural design, specifically items 9, 10, 14 and 15:਍ഀ Comment #9 -਍ഀ It is our understanding that a dewatering system has not been designed by the geotechnical engineer. At਍ഀ the time of excavation, LKP Engineering, inc. will determine if a dewatering system is necessary, and we਍ഀ will revise the foundation design and drawings based on their recommendations.਍ഀ Comment #10 -਍ഀ We have revised the slab plan notes to refer to the recommendations of the geotechnical engineer for਍ഀ the depth of gravel beneath the slab.਍ഀ Comment #14 -਍ഀ The fully tempered glass floor panel must be a minimum thickness of/" for the dimensions shown on the਍ഀ architectural drawings. We have added this requirement to sheet S4.਍ഀ Comment #15 -਍ഀ The height of the site retaining walls is indicated on plan. We have revised detail 3/S6 to indicate the਍ഀ maximum 6-0 exposed wall height.਍ഀ Tyler F elddch਍ഀ Vice਍ഀ Jeffrey P. Leonardo, P਍ഀ 0਍ഀ A਍ഀ TOW[ OF VK਍ഀ ASBESTOS TESTING REQUIREMENTS਍ഀ THE TOWN OF VAIL AND STATE OF COLORADO DEPARTMENT OF PUBLIC HEALTH REQUIRE ASBESTOS TESTING਍ഀ ANY TIME WHEN MORE THAN 160 S.F. OF MATERIAL WILL BE DISTURBED OR REMOVED.਍ഀ AN ASBESTOS TEST AND REPORT IS REQUIRED TO BE SUBMITTED WITH YOUR BUILDING PERMIT APPLICATION਍ഀ FOR ALL REMODEL, ADDITION OR OTHER PROJECTS INVOLVING ANY DEMOLITION OR REMOVAL OF BUILDING਍ഀ MATERIALS THAT MAY CONTAIN ASBESTOS. BUILDINGS CONSTRUCTED AFTER OCTOBER 12, 1988 THAT HAVE਍ഀ NO ASBESTOS CONTAINING MATERIALS ARE EXEMPT.਍ഀ A COPY OF THE REPORT MUST BE SUBMITTED WITH YOUR BUILDING PERMIT APPLICATION਍ഀ • I have included the asbestos test and report with my building permit application਍ഀ f 0114(14 e਍ഀ applicant਍ഀ OR਍ഀ date਍ഀ • I certify my project will not disturb or remove more than 160 s.f. of building material. The construction਍ഀ plans submitted with my application clearly indicate this information. (This will be verified during plan਍ഀ review, and will delay your project if found to be inaccurate)਍ഀ applicant signature਍ഀ OR਍ഀ date਍ഀ • The building was constructed after October 12, 1988. The date of construction was਍ഀ applicant signature਍ഀ date਍ഀ original construction date਍ഀ F:\cdev\FORMS\Permits\Building\building_permit_4-21-06.DOC Page 4 of 16 04/21/2006਍ഀ H E R R O N Phone (303) 763 9639਍ഀ ®Enterprises USA, Inc. Fax (303) 763 9686਍ഀ E-Mail Lennie.Herron@comcast.net਍ഀ Asbestos*Lead Paint*Mold*Hazardous Materials Website www.HERRON-Enterprises.com਍ഀ Environmental Services*lndustrial H ienists 7261 W. Hampden Ave. Lakewood CO 80227-5305਍ഀ ASBESTOS SERVICES਍ഀ Client: Colorado Environmental Services, LTD.਍ഀ Client Contact: James Duran਍ഀ Order No.: Verbal਍ഀ Job Location: Single Family Dwelling', 344 Beaver Dam., Vail, CO 81657਍ഀ Date of Assignment: 10/03-04/06਍ഀ Assignment: Environmental Consultation/Asbestos Air Monitoring਍ഀ HERRON® Project No.: 0927063਍ഀ Date of Report: 10/04/06਍ഀ SUMMARY OF WORK਍ഀ Per Client request, and under the guidelines defined, HERRON® Enterprises USA, Inc. has concluded the Environmental਍ഀ Consultation/Asbestos Service for friable and/or non-friable Asbestos Containing Material(s) at the aforementioned property.਍ഀ Our Environmental Consultation/Asbestos Service report may include a Limited Asbestos Building Inspection, descriptions of਍ഀ Bulk, Dust, and/or Air Monitoring samples, their locations and analyses data, which have been obtained and analyses਍ഀ performed in accordance with local, state, and/or federal regulations.਍ഀ For Calculation purposes of samples obtained by HERRON®, all results are expressed basis actual sampling duration, with਍ഀ courtesy 8 hours time weighted average calculations, based on the actual sampling duration. For Calculation purposes of਍ഀ samples submitted to HERRON®, all results are expressed basis actual sampling duration, as submitted by the Client.਍ഀ HERRON® implies no warranty to the accuracy of the information or the samples submitted by the Client. In order to make਍ഀ exact determinations, the employer should calculate exact times based on containment sign-in/out sheets for TWA's, in਍ഀ accordance with current OSHA regulations.਍ഀ All Miscellaneous Provisions, Terms and Conditions apply to all services provided as indicated in HERRON® current Terms਍ഀ of Services.਍ഀ Information and data which has been generated as a result of this Environmental Consultation/Asbestos Service will remain਍ഀ confidential and will not be released to any party without prior written authorization from Client(s) (refer to authorized਍ഀ distribution).਍ഀ We appreciate the confidence which has been demonstrated by your continued patronage, and look forward to assisting you਍ഀ and your group should you have future needs of Environmental Consultation/Asbestos Services.਍ഀ Sincerely,਍ഀ CT`K*਍ഀ Jamie L. Herron-Johnson਍ഀ Supervisor਍ഀ HERRON" Enterprises USA, Inc.਍ഀ Distribution:਍ഀ None਍ഀ Page 1 of 7਍ഀ H E R R O N Phone (303) 763 9639਍ഀ -Enterprises USA, Inc. Fax (303) 763 9686਍ഀ E-Mail Lennie.Herron@comcast.net਍ഀ Asbestos*Lead Paint*Mold*Hazardous Materials Website www.HERRON-Enterprises.com਍ഀ Environmental Services*lndustrial Hygienists 7261 W. Hampden Ave., Lakewood, CO 80227-5305਍ഀ FIELD REPORT & OBSERVATIONS਍ഀ Client: Colorado Environmental Services, LTD.਍ഀ Client Contact:਍ഀ James Duran਍ഀ Order No.:਍ഀ Verbal਍ഀ Job Location:਍ഀ Single Family Dwelling', 344 Beaver Dam., Vail, CO 81657਍ഀ Date of Assignment:਍ഀ 10/03-04/06਍ഀ Assignment:਍ഀ Environmental Consultation/Asbestos Air Monitoring਍ഀ HERRON" Project No.:਍ഀ 0927063਍ഀ Date of Report:਍ഀ 10/04/06਍ഀ 10/03/06 Requested to perform Final Visual Containment(s) Inspection(s), Final Clearance਍ഀ (MAAL/OSHA) Air Monitoring for Gross and Component removal of approximately 192 SF of਍ഀ Friable ACM Sheetflooring on Wood Substrate as indicated within Full Enclosure Area(s)਍ഀ 1300 Completed Final Visual Containment Inspection-2nd Floor Level, Full Enclosure Area appears਍ഀ to meet the scope of work, regulatory requirements, where visible/accessible after final detail਍ഀ cleaning਍ഀ 1320 Commenced (MAAL/OSHA) Air Monitoring਍ഀ 1345 Completed Final Visual Containment Inspection-1st Floor Level, Full Enclosure Area appears਍ഀ to meet the scope of work, regulatory requirements, where visible/accessible after final detail਍ഀ cleaning਍ഀ 1547 Completed (MAAUOSHA) Air Monitoring਍ഀ PM Completed (MAAUOSHA) Air Monitoring PCM analysis-All Work Area samples below AQCC਍ഀ MARL, -0.01 f/cc/OSHA 1926.1101, EL <1.0 f/cc, PEL <0.10 f/cc, where regulated, unless਍ഀ otherwise noted as follows: NA਍ഀ Advised results਍ഀ 10/04/06 AM Field documentation completed and report distributed (refer to distribution)਍ഀ Page 2 of 7਍ഀ H E R R O N Phone (303) 763 9639਍ഀ ®Enterprises USA, Inc. Fax (303) 763 9686਍ഀ E-Mail Lennie.Fierron@comcast.net਍ഀ Asbestos*Lead Paint*Mold*Hazardous Materials Website www.HERRON-Enterprises.com਍ഀ Environmental Services *Industrial H ienists 7261 W. Hampden Ave. Lakewood CO 80227-5305਍ഀ ASBESTOS AIR SAMPLING DATA/NIOSH 7400 FIBER COUNT ANALYSIS਍ഀ Client: Colorado Environmental Services, LTD.਍ഀ Client Contact: James Duran਍ഀ Order No.: Verbal਍ഀ Job Location: Single Family Dwelling', 344 Beaver Dam., Vail, CO 81657਍ഀ Date of Assignment: 10/03-04/06਍ഀ Assignment: Environmental Consultation/Asbestos Air Monitoring਍ഀ HERRON® Project No.: 0927063਍ഀ Date of Report: 10/04/06਍ഀ SAMPLE TIME FLOW RATE FIBER਍ഀ NO. AND PUMP ON OFF TOT (LPM) (LPM) VOL PARTICULATE FIBER FIELD DENSITY LOD FIBERS਍ഀ DESC. NO HR MIN HR MIN MIN ON OFF (L) LOADING COUNT COUNT (F/MM2) (F/CC) (F/CC)਍ഀ 100306-1 131 13 20 15 12 112 13.50 13.50 1512 L 5.0 100 6.369 0.002 BDL਍ഀ Final Clearance, 0 0 0 0 0 0.00 0.00਍ഀ (MAAL) Air Monitoring, 2nd Floor Level, Gross removal of approximately 63 SF of Friable ACM Sheetflooring on Wood Substrate as indicated within Full Enclosure Area(s)਍ഀ IWA, Sample 1 of 5਍ഀ 100306-2 134 13 20 15 12 112 13.50 13.50 1512 L 3.0 100 3.822 0.002 BDL਍ഀ Final Clearance, 0 0 0 0 0 0.00 0.00਍ഀ (MAAL) Air Monitoring, 2nd Floor Level, Gross removal of approximately 63 SF of Friable ACM Sheetflooring on Wood Substrate as indicated within Full Enclosure Area(s)਍ഀ IWA, Sample 2 of 5਍ഀ 100306-3 122 13 20 15 12 112 13.50 13.50 1512 L 8.0 100 10.191 0.002 0.003਍ഀ Final Clearance, 0 0 0 0 0 0.00 0.00਍ഀ (MAAL) Air Monitoring, 2nd Floor Level, Gross removal of approximately 63 SF of Friable ACM Sheetflooring on Wood Substrate as indicated within Full Enclosure Area(s)਍ഀ IWA, Sample 3 of 5਍ഀ 100306-4 133 13 20 15 12 112 13.50 13.50 1512 L 6.0 100 7.643 0.002 0.002਍ഀ Final Clearance, 0 0 0 0 0 0.00 0.00਍ഀ (MAAL) Air Monitoring, 2nd Floor Level, Gross removal of approximately 63 SF of Friable ACM Sheetflooring on Wood Substrate as indicated within Full Enclosure Area(s)਍ഀ IWA, Sample 4 of 5਍ഀ 100306-5 135 13 20 15 12 112 13.50 13.50 1512 L 7.0 100 8.917 0.002 0.002਍ഀ Final Clearance, 0 0 0 0 0 0.00 0.00਍ഀ (MAAL) Air Monitoring, 2nd Floor Level, Gross removal of approximately 63 SF of Friable ACM Sheetflooring on Wood Substrate as indicated within Full Enclosure Area(s)਍ഀ IWA, Sample 5 of 5਍ഀ 100306-6 135 13 20 15 12 112 13.50 13.50 1512 L 7.0 100 8.917 0.002 0.002਍ഀ Final Clearance, 0 0 0 0 0 0.00 0.00਍ഀ (MAAL) Air Monitoring, 1 st Floor Level, Component removal of approximately 129 SF of Friable ACM Sheetflooring on Wood Substrate as indicated within Full Enclosure Area(s)਍ഀ IWA, Sample 1 of 5਍ഀ 100306-7 130 14 0 15 47 107 13.50 13.50 1445 L 14.0 100 17.834 0.002 0.005਍ഀ Final Clearance, 0 0 0 0 0 0.00 0.00਍ഀ (MAAL) Air Monitoring, 1st Floor Level, Component removal of approximately 129 SF of Friable ACM Sheetflooring on Wood Substrate as indicated within Full Enclosure Area(s)਍ഀ IWA, Sample 2 of 5਍ഀ Page 3 of 7਍ഀ H E R R O N Phone (303) 763 9639਍ഀ ®Enterprises USA, Inc. Fax (303) 763 9686਍ഀ E-Mail Lennie.Herron@comcast.net਍ഀ Asbestos*Lead Paint*Mold*Hazardous Materials Website www.HERRON-Enterprises.com਍ഀ Environmental Services *Industrial Hygienists 7261 W. Hampden Ave. Lakewood CO 80227-5305਍ഀ ASBESTOS AIR SAMPLING DATA/NIOSH 7400 FIBER COUNT ANALYSIS਍ഀ Client: Colorado Environmental Services, LTD.਍ഀ Client Contact: James Duran਍ഀ Order No.: Verbal਍ഀ Job Location: Single Family Dwelling', 344 Beaver Dam., Vail, CO 81657਍ഀ Date of Assignment: 10/03-04/06਍ഀ Assignment: Environmental Consultation/Asbestos Air Monitoring਍ഀ HERRON® Project No.: 0927063਍ഀ Date of Report: 10/04/06਍ഀ SAMPLE TIME FLOW RATE FIBER਍ഀ NO. AND PUMP ON OFF TOT (LPM) (LPM) VOL PARTICULATE FIBER FIELD DENSITY LOD FIBERS਍ഀ DESC. NO HR MIN HR MIN MIN ON OFF (L) LOADING COUNT COUNT (F/MM2਍ഀ (F/CC) (F/CC)਍ഀ 1 UU11Ub-t$ 11Z 14 2 15 47 105 13.50 13.50 1418 L 12.0 100 15.287 0.002 0.004਍ഀ Final Clearance, 0 0 0 0 0 0.00 0.00਍ഀ (MARL) Air Monitoring, 1st Floor Level, Component removal of approximately 129 SF of Friable ACM Sheetflooring on Wood Substrate as indicated within Full Enclosure Area(s)਍ഀ IWA, Sample 3 of 5਍ഀ 100306-9 156 14 4 15 47 103 13.50 13.50 1391 L 3.0 100 3.822 0.002 BDL਍ഀ Final Clearance, 0 0 0 0 0 0.00 0.00਍ഀ (MARL) Air Monitoring, 1 st Floor Level, Component removal of approximately 129 SF of Friable ACM Sheetflooring on Wood Substrate as indicated within Full Enclosure Area(s)਍ഀ IWA, Sample 4 of 5਍ഀ 100306-10 142 14 5 15 47 102 13.50 13.50 1377 L 15.0 100 19.108 0.002 0.005਍ഀ Final Clearance, 0 0 0 0 0 0.00 0.00਍ഀ (MARL) Air Monitoring, 1 st Floor Level, Component removal of approximately 129 SF of Friable ACM Sheetflooring on Wood Substrate as indicated within Full Enclosure Area(s)਍ഀ IWA, Sample 5 of 5਍ഀ 100306-B1 Blank VL 0.0 100਍ഀ 100306-B2 Blank VL 0.0 100 FP਍ഀ Note: .8u, 25mm MCE Filter Cassettes -Note: IWA = Inside Work Area, OWA =Outside Work Area, BDL =Below Detection Limit -Note: VL = VeryLight,਍ഀ L = Light, M = Moderate, H = Heavy, VH = Very Heavy, CBR = Cannot Be Read - Note: Proficiency Analytical Testing (PAT) Program਍ഀ Page 4 of 7਍ഀ H E R R O N Phone (303) 763 9639਍ഀ ®Enterprises USA, Inc. Fax (303) 763 9686਍ഀ E-Mail Lennie.Fierron@comcast.net਍ഀ Asbestos*Lead Paint*Mold*Hazardous Materials Website www.HERRON-Enterprises.com਍ഀ Environmental Services*lndustrial Hygienists 7261 W. Hampden Ave. Lakewood CO 80227-5305਍ഀ FLOOR PLANS/SITE PHOTOGRAPHS਍ഀ Client: Colorado Environmental Services, LTD.਍ഀ Client Contact: James Duran਍ഀ Order No.: Verbal਍ഀ Job Location: Single Family Dwelling', 344 Beaver Dam., Vail, CO 81657਍ഀ Date of Assignment: 10/03-04/06਍ഀ Assignment: Environmental Consultation/Asbestos Air Monitoring਍ഀ HERRON' Project No.: 0927063਍ഀ Date of Report: 10/04/06਍ഀ Final Visual Containment Inspection, 2nd Floor Level (Pass), 10/03/06਍ഀ Page 5 of 7਍ഀ 1 H E R R O N® Enterprises USA, Inc.਍ഀ Asbestos*Lead Paint*Mold*Hazardous Materials਍ഀ Phone (303) 763 9639਍ഀ Fax (303) 763 9686਍ഀ E-Mail Lennie.Herron@comcast.net਍ഀ Website www.HERRON-Enterprises.com਍ഀ Client: Colorado Environmental Services, LTD.਍ഀ Client Contact: James Duran਍ഀ Order No.: Verbal਍ഀ Job Location: Single Family Dwelling', 344 Beaver Dam., Vail, CO 81657਍ഀ Date of Assignment: 10/03-04/06਍ഀ Assignment: Environmental Consultation/Asbestos Air Monitoring਍ഀ HERRON® Project No.: 0927063਍ഀ Date of Report: 10/04/06਍ഀ Final Visual Containment Inspection, 1਍ഀ Page 6 of 7਍ഀ H E R R O N Phone (303) 763 9639਍ഀ ®Enterprises USA, Inc. Fax (303) 763 9686਍ഀ E-Mail Lennio.Herron@comcast.net਍ഀ Asbestos*Lead Paint*Mold*Hazardous Materials Website www.HERRON-Enterprises.com਍ഀ Environmental Services*lndustrial Hygienists 7261 W. Hampden Ave. Lakewood CO 80227-5305਍ഀ FLOOR PLANS/SITE PHOTOGRAPHS਍ഀ Client: Colorado Environmental Services, LTD.਍ഀ Client Contact: James Duran਍ഀ Order No.: Verbal਍ഀ Job Location: Single Family Dwelling', 344 Beaver Dam., Vail, CO 81657਍ഀ Date of Assignment: 10/03-04/06਍ഀ Assignment: Environmental Consultation/Asbestos Air Monitoring਍ഀ HERRON® Project No.: 0927063਍ഀ Date of Report: 10/04/06਍ഀ Page 7 of 7਍ഀ ERRO H E N® Phone (303) 763 9639਍ഀ Gr" . Enterprises USA, Inc. Fax (303) 763 9686਍ഀ E-Mall Lennla.Henron@comcast.not਍ഀ b/lshedl Asbestos*Lead Paint*Mold*Hazardous Materials Website www.HERRON-Enterprises.com਍ഀ Environmental Services*Industrial Hygienists 7261 W Hampden Ave Lakewood, Colorado 80227-5305਍ഀ CERTIFICATION OF VISUAL INSPECTION(S)਍ഀ 34 t.l਍ഀ Building਍ഀ Work Area/Containment਍ഀ Material(s)਍ഀ Quantity(ies)਍ഀ FuWMini/਍ഀ Re ated Area਍ഀ QA Vlek਍ഀ OA,-,4਍ഀ Asbestos Abatement Contractor Certification਍ഀ In accordance with local, state, federal regulations, and the Asbestos Abatement Summary of Work, the Asbestos Abatement Contractor hereby਍ഀ certifies that he or she has visually inspected the Work Area (all surfaces including pipes, beams, ledges, walls, ceiling and floor, Decontamination਍ഀ Unit(s), sheet plastic, etc. and has found no dust, debris or residue.਍ഀ Asbestos Abatement Contractor਍ഀ Date/Time਍ഀ Certification No.਍ഀ Printed Name਍ഀ Title਍ഀ Pass਍ഀ Fail਍ഀ Signature਍ഀ Final Visual਍ഀ Inspection਍ഀ - _11P6਍ഀ 27਍ഀ 4਍ഀ ~Ji \ a ra f}c7 A਍ഀ -਍ഀ 0਍ഀ d e r d 4਍ഀ Air Monitoring Specialist/Asbestos Project Manager Certification਍ഀ The Air Monitoring Specialist/Asbestos Project Manager hereby certifies that he or she has accompanied the Asbestos Abatement Contractor on this਍ഀ visual inspection and verifies that these visual inspection(s), as indicated, have been thorough where visible/accessible, and to the best of his or her਍ഀ knowledge and belief the Asbestos Abatement Contractor's Certification above, as indicated and where applicable, is a true and honest one.਍ഀ Air Monitoring Speciallst/Asbestot਍ഀ Datellrime਍ഀ Certification No.਍ഀ Printed Name਍ഀ Title਍ഀ Pass਍ഀ Fail਍ഀ Project Manager਍ഀ Si n~tur@ :਍ഀ Final visual਍ഀ Inspection਍ഀ y਍ഀ Comments:਍ഀ Des er/Pro ect Administrator Certification਍ഀ The Designer/Project Administrator hereby certifies that he or she has reviewed the Asbestos Abatement Contractor, Air Monitoring਍ഀ Specialist/Asbestos Project Manager Certification on completion of this final visual inspection and believes that this final visual inspection has been਍ഀ thorough where visible/accessible, and to the best of his or her knowledge and belief; the Asbestos Abatement Contractor's and Air Monitoring਍ഀ ecialist's/Asbestos Project Manager's Certification's above are true and honest ones.਍ഀ Designer਍ഀ Date/11me਍ഀ Certification No.਍ഀ Printed Name਍ഀ Title਍ഀ Signature਍ഀ Project Administrator਍ഀ Date/1'ime਍ഀ Certification No.਍ഀ Printed Name਍ഀ Title '਍ഀ Signature਍ഀ Fax ((303) 763 9639਍ഀ H E R R O W Enterprises USA, Inc. Phone਍ഀ 303) 763 9686਍ഀ E-Mall LPHerron@aol.com਍ഀ bgshAsbestos•Lead Based Paint"Hazardous Materials P.O. Box 620694, Littleton, Colorado 80162-0694਍ഀ Environmental Services1ndustrial Hygienists 7261 W. Hampden Ave., Lakewood, Colorado 80227਍ഀ CERTIFICATION OF PRE-ABATEMENT VISUAL INSPECTION(S)਍ഀ Building Work Area/Containment਍ഀ Mater iAl(s)਍ഀ Quanfity(tes) Fu1111VIrnr/਍ഀ RegulatedArca`਍ഀ 30 BeAvoL b- -I It _-4਍ഀ Asbestos Abateuent Contractor Ccrtfication~਍ഀ ~t਍ഀ _਍ഀ In accordance with local, state, federal regulations, and the Asbestos Abatement Summary of Work, the Asbestos Abatement Contractor hereby਍ഀ certifies that he or she has properly prepared and has visually inspected the Work Area (all posting of permits and certifications, installation and proper਍ഀ operation or implementation of all work practices, decontamination units, waste load out areas, pre-cleaning of surfaces, manometers, disposal i਍ഀ containers, integrity of enclosures, water, surfactants, equipment, materials, protective clothing, respiratory protection, etc.) and that the Asbestos਍ഀ Abatement Contractor is ready to proceed with active abatement.਍ഀ i Asbestos Abatement (ontraclor DatelTinre Cet tification No.਍ഀ - Printed Name Title, Passlhaif .਍ഀ ~਍ഀ _Signature ~਍ഀ 1 -਍ഀ Final X਍ഀ .਍ഀ ~~(,~,`I਍ഀ ਍ഀ ਍ഀ Au• Monitor•un. spec ahst/Asbestos P_ra'ect ManaicrVertification, .਍ഀ The Zr Monitoring Specialist/Asbestos Project Manager hereby certifies that he or she has accompanied the Asbestos Abatement Contractor on this i਍ഀ visual inspection and verifies that this visual inspection has been thorough where visible/accessible, and to the best of his or her knowledge and belief,਍ഀ the Asbestos Abatement Contractor's Certification above is a true and honest one.਍ഀ Air.Munnlqu irt,Speeralist/Asbestas Date/1'MR, ('citdi< ihonNo =Printed Name Titic P~ss/Fail਍ഀ Pro~ecGManagc r਍ഀ Si nature``. _਍ഀ Final਍ഀ Comments:਍ഀ - -਍ഀ ਍ഀ -਍ഀ - - -਍ഀ -਍ഀ -਍ഀ Deli er(1'ro~ject ALnun►strator CerfACahot਍ഀ -਍ഀ -਍ഀ _਍ഀ _਍ഀ The Designer/Project Administrator hereby certifies that he or she has reviewed the Asbestos Abatement Contractor, Air Monitoring਍ഀ Specialist/Asbestos Project Manager Certification on completion of this final visual inspection and believes that this final visual inspection has been਍ഀ thorough where visible/accessible, and to the best of his or her knowledge and belief, the Asbestos Abatement Contractor's and Air Monitoring਍ഀ S ecialist s/Asbestos Project Managers Certification's above are true and honest ones਍ഀ -਍ഀ - 1'it[e਍ഀ 1~e5~gvei Datefliuie C -frcatron Prnnterl Name: ~7਍ഀ PxojectAdr iimstratoc Date/Time C errificatron No. Yririted Nar/ne 1 Title਍ഀ „ _਍ഀ Si akoie'਍ഀ TOWN OF VAIL FIRE DEPARTMENT VAIL FIRE DEPARTMENT਍ഀ 75 S. FRONTAGE ROAD਍ഀ VAIL, CO 81657਍ഀ 970-479-2135਍ഀ NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES਍ഀ ALARM PERMIT਍ഀ Permit A08-0049਍ഀ Job Address: 344 BEAVER DAM RD VAIL Status ISSUED਍ഀ Location.....: Applied..: 06/11/2008਍ഀ Parcel No...: 210107113012 Issued . 07/09/2008਍ഀ Project No Expires. 01/05/2009਍ഀ OWNER DAYTON, JOHN W. & ARLENE J. 06/11/2008਍ഀ 2703 ROUTH STNE਍ഀ DALLAS਍ഀ TX 75201਍ഀ APPLICANT THUL ELECTRONIC SYSTEMS਍ഀ P 0 BOX 534਍ഀ AVON਍ഀ CO 81620਍ഀ License: 112-S਍ഀ CONTRACTOR THUL ELECTRONIC SYSTEMS਍ഀ P 0 BOX 534਍ഀ AVON਍ഀ CO 81620਍ഀ License: 112-S਍ഀ Desciption: NEW FIRE ALARM SYSTEM਍ഀ Valuation: $1,800.00਍ഀ 06/11/2008 Phone: 970-949-4638਍ഀ 06/11/2008 Phone: 970-949-4638਍ഀ FEE਍ഀ SUMMARY਍ഀ Electrical >਍ഀ $0.00਍ഀ Total Calculated Fees-->਍ഀ $299.50਍ഀ DRB Fee--------- >਍ഀ $0.00਍ഀ Additional Fees >਍ഀ $ o . 0 0਍ഀ Investigation >਍ഀ $0.00਍ഀ Total Permit Fee-------->਍ഀ $299.50਍ഀ Will Call >਍ഀ $0.00਍ഀ Payments >਍ഀ $299.50਍ഀ TOTAL FEES-->਍ഀ $299.50਍ഀ BALANCE DUE-------->਍ഀ $0.00਍ഀ Approvals:਍ഀ Item: 05600 FIRE DEPARTMENT਍ഀ 06/13/2008 JJR਍ഀ Action: AP਍ഀ ਍ഀ ਍ഀ CONDITIONS OF APPROVAL਍ഀ ਍ഀ DECLARATIONS਍ഀ I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan,਍ഀ and state that all the information as required is correct. I agree to comply th the information and plot plan, to comply with all਍ഀ Town ordinances and state laws, and to build this structure according t t towns zoning and subdivision codes, design review਍ഀ approved, International Building and Residential Codes and other or In ces pf the Town applicable thereto.਍ഀ REQUESTS FOR INSPECTION SHALL BE MADE SEVENTY-TWO HOURS IN JOYANC/C B/Y TELEPHONE AT 970-479-2252 FROM 8:00 AM - 5 PM.਍ഀ TURE OF਍ഀ OR CONTRACTOR FOR HIMSELF AND OWNER਍ഀ TOWN OF VAIL, COLORADO Statement਍ഀ Statement Number: R080001116 Amount: $299.50 07/09/200801:50 PM਍ഀ Payment Method: Check Init: DDG਍ഀ Notation: Thul਍ഀ Electronics 17127਍ഀ ਍ഀ Permit No: A08-0049 Type: ALARM PERMIT਍ഀ Parcel No: 2101-071-1301-2਍ഀ Site Address: 344 BEAVER DAM RD VAIL਍ഀ Location:਍ഀ Total Fees: $299.50਍ഀ This Payment: $299.50 Total ALL Pmts: $299.50਍ഀ Balance: $0.00਍ഀ ACCOUNT ITEM LIST:਍ഀ Account Code Description Current Pmts਍ഀ ਍ഀ BP 00100003111100 FIRE ALARM PERMIT FEES 67.50਍ഀ PF 00100003112300 PLAN CHECK FEES 232.00਍ഀ ਍ഀ APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIGNED਍ഀ Project 'FR Wq _0231਍ഀ Building Permit਍ഀ Alarm Permit A0$ -00 411਍ഀ 970-479-2135 (Inspections਍ഀ l਍ഀ TOWN'Opy~ TOWN OF VAIL FIRE ALARM PERMIT APPLICATION਍ഀ Commercial & Residential Fire Alarm shop drawings are required at time of 75 S.਍ഀ Frontage Rd. application submittal and must include information listed on the Vail, Colorado਍ഀ 81657 2nd page of this form. Application will not be accepted without this਍ഀ information.਍ഀ CONTRACTOR INFORMATION਍ഀ Fire Alarm Contractor: Town of Vail Reg. No.: I Contact and Phone Xs: ~ I਍ഀ - 5 1'Vl i K~ i d1 ~,t L -਍ഀ Lr~ rRo N IC 5 1~਍ഀ E-Mail Address: J -j-Q ~tti t`Yl~.t L o }਍ഀ Contractor Signature: s਍ഀ IDIEVAPTA਍ഀ COMPLETE VALUATIONS FOR ALARM PERMIT (LabrW81਍ഀ p ~y਍ഀ .N fC , /1P A1~ rL਍ഀ ` .਍ഀ Fire Alarrn: $਍ഀ e~ LTo"_਍ഀ Date: E 3਍ഀ Cnnfact Eanle Cnunty dsspssnrs Cff ce at 970-328-8940 nr visit www-Paa1P-cnunty-cnm for Parcel #਍ഀ Parcel # o j o 3 0~਍ഀ Job Name: I਍ഀ L:344 oAddress: E 2 bA-A P-b . VAfLA਍ഀ Legal Description Lot: D Block: Filing: 3 Subdivision: V((I Vd((f92 11਍ഀ O ers Name਍ഀ ,4 - bA Ton!਍ഀ dregs:਍ഀ c ~o► '5T਍ഀ E meer:਍ഀ Si~~a rv€਍ഀ dre s: Ph n਍ഀ o. a I b~l rsto G~.ga ~~b- ~fof - 9e8 a-਍ഀ Detailed Location of work: (i.e., floor, unit bldg.਍ഀ ~1 ~ 1l: ~ GU~ Yl ~ 4l਍ഀ Detailed description] of work: n਍ഀ Work Class: New Addition ( ) Remodel( ) Repair ( ) Retro-fit ( ) Other ( )਍ഀ )਍ഀ Type of Bldg.: Single-family Two-family ( ) Multi-family ( ) Commercial ( ) Restaurant( ) Other(਍ഀ No. of Existing Dwelling Units in this building: i No_ of Accommodation units in this building:਍ഀ Does a Fire Alarm Exist: Yes ( ) No ) Does a Fire Sprinkler System Exist: Yes ( ) No਍ഀ ******************~r******x*******FOR OFFICE USE ONLY*************************************਍ഀ Other Fees:਍ഀ Date Received:਍ഀ Public Way Permit Fee:਍ഀ Accepted B :਍ഀ M F9਍ഀ Occupancy Group:਍ഀ \\Vail\datakedev\FORMS\PERMITS\ALRMPERM.DOC਍ഀ [E11V਍ഀ JUN 09 2008਍ഀ 07/24/2002਍ഀ TOWN OF VAIL਍ഀ TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT਍ഀ 75 S. FRONTAGE ROAD਍ഀ VAIL, CO 81657਍ഀ 970-479-2138਍ഀ NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES਍ഀ ASBESTOS਍ഀ Job Address:਍ഀ Location.......:਍ഀ Parcel No....:਍ഀ Legal Description:਍ഀ Project No . :਍ഀ 344 BEAVER DAM RD VAIL਍ഀ 344 BEAVER DAM RD਍ഀ 210107113012਍ഀ f "0 iQ U i ~_c -L-਍ഀ OWNER DAYTON, JOHN W. & ARLENE J. 09/22/2006਍ഀ 2703 ROUTH STNE਍ഀ DALLAS਍ഀ TX 75201਍ഀ APPLICANT COLORADO ENVIRONMENTAL SERVI09/22/2006਍ഀ 2331 W.HAMPDEN AVE-SUITE 137਍ഀ SHERIDAN਍ഀ CO 80110਍ഀ License: 160-S਍ഀ CONTRACTOR COLORADO ENVIRONMENTAL SERVI09/22/2006਍ഀ 2331 W.HAMPDEN AVE-SUITE 137਍ഀ SHERIDAN਍ഀ CO 80110਍ഀ License: 160-S਍ഀ Desciption:਍ഀ REMOVAL AND DISPOSAL OF ASBESTOS਍ഀ Permit ASB06-0024਍ഀ Status .਍ഀ Applied਍ഀ Issued .਍ഀ Expires਍ഀ ISSUED਍ഀ 09/22/2006਍ഀ 09/25/2006਍ഀ 03/24/2007਍ഀ Phone: 303-789-4901਍ഀ Phone: 303-789-4901਍ഀ Occupancy:਍ഀ Type Construction:਍ഀ Type Occupancy:਍ഀ Valuation: $11,360.00 Add Sq Ft: 0਍ഀ Fireplace Information: Restricted: # of Gas Appliances: 0 # of Gas Logs: 0਍ഀ # of wood Pellet: 0਍ഀ FEE SUMMARY਍ഀ Building > $58.00 Total Calculated Fees--> $116.00਍ഀ Plan Check $58.00 Additional Fees > $0.00਍ഀ Investigation-> $0.00 Total Permit Fee > $116.00਍ഀ Payments------------------- > $116.00਍ഀ TOTAL FEES > $116.00 BALANCE DUE--------- > $0.00਍ഀ Approvals:਍ഀ Item: 05100 BUILDING DEPARTMENT਍ഀ Item: 05600 FIRE DEPARTMENT਍ഀ 09/22/2006 mvaughan Action: AP਍ഀ See page 2 of this Document for any conditions that may apply to this permit.਍ഀ DECLARATIONS਍ഀ I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot਍ഀ plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply਍ഀ with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design਍ഀ review approved, International Building and Residentail Codes and other ordinances of the Town applicable thereto.਍ഀ REQUESTS FOR INSPECTION SHALL BE MADE FORTY-EIGHT HOX IN ADVANCE BY TELEPHONE AT 970-4F9-2135 OR 970-479-2252਍ഀ ATURE OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNEF਍ഀ PAGE 2਍ഀ CONDITIONS OF APPROVAL਍ഀ Permit ASB06-0024 as of 09-25-2006 Status: ISSUED਍ഀ Permit Type:਍ഀ Applicant:਍ഀ 09/25/2006਍ഀ Job Address:਍ഀ Location:਍ഀ Parcel No:਍ഀ ASBESTOS਍ഀ COLORADO ENVIRONMENTAL SERVICES਍ഀ 303-789-4901਍ഀ 344 BEAVER DAM RD VAIL਍ഀ 344 BEAVER DAM RD਍ഀ 210107113012਍ഀ Applied: 09/22/2006਍ഀ Issued:਍ഀ To Expire: 03/24/2007਍ഀ Description:਍ഀ REMOVAL AND DISPOSAL OF ASBESTOS਍ഀ Conditions:਍ഀ Cond: 38਍ഀ (BLDG.): THIS PERMIT IS GOOD FOR ASBESTOS ABATEMENT ONLY.਍ഀ AN ASBESTOS ABATEMENT CERTIFICATE SHOWING THE AREA FREE਍ഀ FROM ASBESTOS IS REQUIRED PRIOR TO ANY FURTHER WORK਍ഀ OCCURING ON THIS SITE. IF FURTHER QUESTIONS ARISE, CONTACT਍ഀ THE VAIL FIRE DEPARTMENT AT 479-2250.਍ഀ Cond: 1਍ഀ (FIRE): FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY਍ഀ WORK CAN BE STARTED.਍ഀ Cond: 12਍ഀ (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE਍ഀ COMPLIANCE.਍ഀ TOWN OF VAIL, COLORADO Statement਍ഀ Statement Number: R060001528 Amount: $116.00 09/25/200610:45 AM਍ഀ Payment Method:Credit Crd Init: LT਍ഀ Notation: CREDIT CARD਍ഀ TKSOO JUNG, COLORADO ENVIRONMENTAL SERVICES਍ഀ ਍ഀ Permit No: ASB06-0024 Type: ASBESTOS਍ഀ Parcel No: 2101-071-1301-2਍ഀ Site Address: 344 BEAVER DAM RD VAIL਍ഀ Location: 344 BEAVER DAM RD਍ഀ Total Fees: $116.00਍ഀ This Payment: $116.00 Total ALL Pmts: $116.00਍ഀ Balance: $0.00਍ഀ ACCOUNT ITEM LIST:਍ഀ Account Code Description Current Pmts਍ഀ ਍ഀ BP 00100003111100 BUILDING PERMIT FEES 58.00਍ഀ PF 00100003112300 PLAN CHECK FEES 58.00਍ഀ APPLICATION WI N BE ACCEPTED IF INCOMPLETE OR UNSIGF ` • C਍ഀ Project਍ഀ Building Permit਍ഀ a Asbestos Permit਍ഀ T"'r1r Y.'11L .਍ഀ OW V IL ASBESTOS ABATEMENT PERMIT AP LICATION਍ഀ Vqect per Ordinance No. 19, Series of 1998਍ഀ 75 S. Frontage Rd. Permit atio'~ will not be accepted without the following:਍ഀ Vail, Colorado 81657 1. Copies of GeneraLAbatement Certificate and State of Colorado Certification਍ഀ 2. A copy of written arrangements with the facility operators for any temporary disabling of the਍ഀ air handling systems" fire sprinkler system, and alarm systems with the names and contact਍ഀ phone numbers of these individuals.਍ഀ 3. Site plan with details addressing: waste container storage location. waste load out area਍ഀ location. entry and exiting details of abatement area. details of entry and exiting plans for the਍ഀ occupants of the structure in unaffected areas.਍ഀ CONTRACTOR -INFORMATION਍ഀ On Site Abatement Contractor: Town of Vail Reg. No.: Contact and Phone #'s:਍ഀ E-Mail Address: j9fzn f ~JS~ ~°l਍ഀ PLETE VALUATION FOR ASBESTOS ABATEMENT PERMIT (Labor & Materials)਍ഀ Asbestos Abatement: $਍ഀ Arlo _a n,7n_790_QCAIV vich* WiAhAl 0an1P-r1711f7t`V-r.")M for Parcel #਍ഀ contact Eagle GOUn A55 55013 LF111&C ac 7/ V-.~w-VVTV • • - _ _ _ .਍ഀ Parcel # 2.p L - 13d 1 - 2,਍ഀ Job Name: ' Job Address:਍ഀ ~ ! +CYA i਍ഀ -D,._.a਍ഀ Legal Description Lot: Block: Filing: Subdivision:਍ഀ Nam dress Proje Manager: dress, Phon Z-7-7- ~ 4਍ഀ `1 _mp_ o I x'11 Cb -਍ഀ Address: i Phone•਍ഀ P o ect Designer:਍ഀ f਍ഀ Air Monitorin S ecialist: Address: L~ Phone:਍ഀ Y \਍ഀ Detailed description of work: -Pm,per 1-C L:vraA. QLrNCX dQE~~Posz,® `r' zest t `਍ഀ ~ttLE~ C.r -_~5ILACV% C,GACa_V, 61,&e* k-LC;CV irc~ 1 6V se~5Vn \n Z.IGG਍ഀ ,਍ഀ L Start Date: Cl l23rzc End Date: is VX3 Start Time: `1,C)C. o,.cyN 11QuitTime:J5*਍ഀ Amount of Asbestos: Linear Feet: Square Feet: ? 55/Gal Drums: N /N਍ഀ Work Class: New Addition( ) Remodel Repair ( ) Demo ( ) Other ( )਍ഀ )਍ഀ Work Type: Interior ( Exterior ( ) Both(਍ഀ Type of Bldg.: Sin le-famil Two-family Mu r t her਍ഀ Does a Fire Alarm Exist: 'Yes( ) No ( Do ) No )਍ഀ *************************************FOILOFFICE਍ഀ Other Fees:਍ഀ Public Way਍ഀ C:\Documents and Settings\Ryan Jung\Local Settings\Temporary Internet.Files\Q.JXZ9\asbestos-perm_12-5 05.DOC Page 1 of 2 .11, 1਍ഀ 12/05/2005਍ഀ TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT਍ഀ 75 S. FRONTAGE ROAD਍ഀ VAIL, CO 81657਍ഀ 970-479-2138਍ഀ NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES਍ഀ DEMO. OF PART/ALL BLDG਍ഀ Job Address: 344 BEAVER DAM RD VAIL਍ഀ Location.......: 344 BEAVER DAM RD਍ഀ Parcel No....: 210107113012਍ഀ OWNER DAYTON, JOHN W. & ARLENE J. 07/02/2007਍ഀ 2703 ROUTH STNE਍ഀ DALLAS਍ഀ TX 75201਍ഀ APPLICANT GEORGE SHAEFFER CONSTRUCTION07/02/2007਍ഀ PO BOX 373਍ഀ VAIL਍ഀ CO 81657਍ഀ License: 302-A਍ഀ CONTRACTOR GEORGE SHAEFFER CONSTRUCTION07/02/2007਍ഀ PO BOX 373਍ഀ VAIL਍ഀ CO 81657਍ഀ License: 302-A਍ഀ Desciption:਍ഀ DEMO਍ഀ Occupancy:਍ഀ Type Construction:਍ഀ Permit # D07-0007 k ct 2,਍ഀ Project #਍ഀ Status਍ഀ ISSUED਍ഀ Applied...:਍ഀ 07/02/2007਍ഀ Issued਍ഀ 07/11/2007਍ഀ Expires.....:਍ഀ 01/07/2008਍ഀ Phone: 845-5656਍ഀ Phone: 845-5656਍ഀ Valuation:਍ഀ $40,500.00਍ഀ Revision Valuation:਍ഀ Total Sq Ft Added: 0਍ഀ ਍ഀ FEE SUMMARY਍ഀ ਍ഀ Building >਍ഀ $552.85਍ഀ Restuarant Plan Review-->਍ഀ $0.00 Total Calculated Fees-->਍ഀ $915.20਍ഀ Plan Check਍ഀ $359.35਍ഀ Recreation Fee-------------->਍ഀ $0.00 Additional Fees >਍ഀ $0.00਍ഀ Investigation->਍ഀ $0.00਍ഀ TOTAL FEES >਍ഀ $915.20 Total Permit Fee--------- >਍ഀ $915.20਍ഀ Will Call----->਍ഀ $3 .0 0਍ഀ Payments >਍ഀ $915.20਍ഀ BALANCE DUE--------- >਍ഀ $0.00਍ഀ ਍ഀ Approvals:਍ഀ Item: 05100 BUILDING DEPARTMENT਍ഀ 07/06/2007 JRM Action: AP਍ഀ Item: 05400 PLANNING DEPARTMENT਍ഀ 07/03/2007 bgibson Action: AP DIA received.਍ഀ office set routed to Joe Suther਍ഀ See the Conditions section of this Document for any conditions that may apply to this permit.਍ഀ ਍ഀ CONDITIONS OF APPROVAL਍ഀ Permit D07-0007 as of 07-11-2007 Status: ISSUED਍ഀ ਍ഀ Permit Type:਍ഀ DEMO. OF PART/ALL BLDG.਍ഀ Applied:਍ഀ 07/02/2007਍ഀ Applicant:਍ഀ GEORGE SHAEFFER CONSTRUCTION਍ഀ Issued: 07/11/2007਍ഀ 845-5656਍ഀ To Expire:਍ഀ 01/07/2008਍ഀ Job Address: 344 BEAVER DAM RD VAIL਍ഀ Location: 344 BEAVER DAM RD਍ഀ Parcel No: 210107113012਍ഀ Description:਍ഀ DEMO਍ഀ ***********************************************Conditions:************************************************਍ഀ Cond: 38਍ഀ (BLDG.): THIS PERMIT IS GOOD FOR ASBESTOS ABATEMENT ONLY.਍ഀ AN ASBESTOS ABATEMENT CERTIFICATE SHOWING THE AREA FREE਍ഀ FROM ASBESTOS IS REQUIRED PRIOR TO ANY FURTHER WORK਍ഀ OCCURING ON THIS SITE. IF FURTHER QUESTIONS ARISE, CONTACT਍ഀ THE VAIL FIRE DEPARTMENT AT 479-2250.਍ഀ Cond: 1਍ഀ (FIRE): FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY਍ഀ WORK CAN BE STARTED.਍ഀ Cond: 12਍ഀ (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE਍ഀ COMPLIANCE.਍ഀ TOWN OF VAIL, COLORADO Statement਍ഀ Statement Number: R070001214 Amount: $915.20 07/11/200704:09 PM਍ഀ Payment Method: Check Init: DDG਍ഀ Notation: George Shaeffer਍ഀ 89660਍ഀ Permit No: D07-0007 Type: DEMO. OF PART/ALL BLDG.਍ഀ Parcel No: 2101-071-1301-2਍ഀ Site Address: 344 BEAVER DAM RD VAIL਍ഀ Location: 344 BEAVER DAM RD਍ഀ Total Fees: $915.20਍ഀ This Payment: $915.20 Total ALL Pmts: $915.20਍ഀ Balance: $0.00਍ഀ ACCOUNT ITEM LIST:਍ഀ Account Code Description Current Pmts਍ഀ ਍ഀ BP 00100003111100 BUILDING PERMIT FEES 552.85਍ഀ PF 00100003112300 PLAN CHECK FEES 359.35਍ഀ WC 00100003112800 WILL CALL INSPECTION FEE 3.00਍ഀ APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIGNED Pr2(~ ~V਍ഀ Project਍ഀ Building Permit:਍ഀ i X70-479-2149(Iruspsctiorw) ~o 06਍ഀ T0i~OY~ ` TOWN OF VAIL BUILDING PERMIT APPUCATION V਍ഀ 75 S. Frontage Rd. Separate Permits are required for electrical, plumbing, mechanical, etc.l S .10਍ഀ Vail, Colorado 81657਍ഀ CONTRACTOR INFORMATION਍ഀ GEORGE SHAEFFER CONSTRUC ON Mitch Sturde 970-390-5605਍ഀ Email address: mitchs sconco. com Fax9: 970-84507013਍ഀ Contractor Signature:਍ഀ COMPLETE VALUATIONS FOR BUILDING PERMIT Labor & Materials਍ഀ BUILDING: $ 4omo.oo ELECTRICAL. $ OTHER: $਍ഀ PLUMBING: $ MECHANICAL: $ TOTAL. $਍ഀ FthrAIVIcei/ fCentaciE'ail/eCetinty.elasacs~snlWfW f9711,?21 3~OerriiaH wwwar~vr6~rnrinfvirn.਍ഀ Parcel 21010 7113 012਍ഀ Job Name: Dayton Residence਍ഀ EbAddress: J 344 BEaver Dam Rd਍ഀ Legal Description Lot: 10਍ഀ 1 etodc: =Fffing: 3rd Subdivision:਍ഀ Owners Name- John Da ton Address2703 Routh St Dallas TX P '਍ഀ Arohiteat/Designer. Address:਍ഀ f਍ഀ M e-479-2990਍ഀ 479-2990਍ഀ e਍ഀ F~gmeer Solu਍ഀ ons` O B9A਍ഀ -਍ഀ Z494 Avon CO 1 U 97D-949-7 QO਍ഀ Detailed description of worFc Remove all wood framing਍ഀ Worts Class: New Addition ( ) Remodel Repair O Demo (X) Other ( )਍ഀ Work Type: Interior Exterior Barth 1 X਍ഀ Does an EHU exist at this location: Yes ( ) No (x)਍ഀ Type of Mg.: Sir gie-famfly (g) Two4amily MU114arnily ( }਍ഀ Commercial Redaurant ( ) Other ( }਍ഀ No. of Existing Dwetting Units in this building: n਍ഀ No. of Amommodation Units in this building: n /a਍ഀ No/Type of Fireplaces Exists : Gas Appliances Gas Lo਍ഀ gs Wood/Pellet Wood Burning (X)਍ഀ No/T of FI aces Pro : Gas Appliances Gas L਍ഀ ogs Wood/Pellet Wood Bum OT ALLOWED਍ഀ fl਍ഀ Does a Fire Alarm Exist: Yes ( ) No jf)਍ഀ Does a Fire Sprinkler System Exist: Yes ( ) No (਍ഀ FOR OFFICE USE ONLY****਍ഀ Town of Vail਍ഀ . Two of 5ars6uction• R eve਍ഀ Occupancy Group: Acce ed By: n FFICE਍ഀ V COPY਍ഀ w 4zi-o6.ooc਍ഀ (ICA਍ഀ •਍ഀ Page 1਍ഀ 4 IE਍ഀ TOWN OF VAIL਍ഀ OK਍ഀ TWASBESTOS TESTING REQUIREMENTS਍ഀ THE TOWN OF VAIL AND STATE OF COLORADO DEPARTMENT OF PUBLIC HEALTH REQUIRE ASBESTOS TESTING਍ഀ ANY TIME WHEN MORE THAN 160 S.F. OF MATERIAL WILL BE DISTURBED OR REMOVED.਍ഀ AN ASBESTOS TEST AND REPORT IS REQUIRED TO BE. SUBMITTED WITH YOUR BUILDING PERMIT APPLICATION਍ഀ FOR ALL REMODEL, ADDITION OR OTHER PROJECTS INVOLVING ANY DEMOLITION OR REMOVAL OF BUILDING਍ഀ MATERIALS THAT MAY CONTAIN ASBESTOS.. BUILDINGS CONSTRUCTED AFTER OCTOBER 12, 1988 THAT HAVE਍ഀ NO ASBESTOS CONTAINING MATERIALS ARE EXEMPT.਍ഀ A COPY OF THE REPORT MUST BE SUBMITTED WITH YOUR BUILDING PERMIT APPLICATION਍ഀ • I have included the asbestos test and report with my building permit application t਍ഀ ~c~ vv~r਍ഀ 6c"e- ©~P f n a o 1 bii ;2਍ഀ • I certify my project will not disturb or remove more than 160 s' f. of building material. The construction਍ഀ plans-submitted with my application clearly indicate this information. (This will be verified during plan਍ഀ review, and will delay your project if found to be inaccurate)਍ഀ applicant signature date਍ഀ OR਍ഀ • The building was constructed after October 12, 1988. The date of construction was਍ഀ orww mnstnKbm date਍ഀ a~ date਍ഀ F:~~1rt DOC Page 4 of 16 02/09/2005਍ഀ OR਍ഀ January 24, 2005਍ഀ Town of Vail਍ഀ Bill Gibson- Planner਍ഀ Building Department਍ഀ Fire Department਍ഀ 15 South Frontage Road਍ഀ Vail, Colorado 81651਍ഀ Re: Dayton Residence Renovation਍ഀ Lot 10, Block 2, Vail Village 3AD Filing਍ഀ 344 Beaver Dam Vail, Colorado਍ഀ Dear Bill -਍ഀ Fj~ fCOPy਍ഀ n1f Vail਍ഀ x*a R Fn਍ഀ During demolition of the Dayton residence renovation, the structure revealed more challenges in keeping the existing structure. We were਍ഀ aware going in to the renovation that the exterior walls were all 2x4 construction and the floors were framed with 2x10 and I਍ഀ homasote in stead of plywood. What we were not aware of was the poor soils used as back fill along the south of the property. We਍ഀ had a construction meeting with Bill O'Neill and Mitch Sturde with George Shaeffer Construction Company, luiza Petrovska with UP਍ഀ Engineering, Tyler Aldrich with Structural Design Solutions, and Ted Johnson with Edwards Excavating. UP said that one solution would਍ഀ be to remove the fill and replaced it with structural fill for supporting the new foundation, the second option is to use helical piers. If਍ഀ we used helical piers, we would not be able to properly waterproof the existing foundation which currently has moisture coming through਍ഀ the cmu foundation wall. The excavator said that he could not shore the south side and dig to the existing footing elevation due to the਍ഀ proximity of the rear property line and the utility easement. The final conclusion from the meeting was to discuss with the owner਍ഀ removing the existing house and move the footprint to the north 3'. We would leave the existing south foundation wall and use it as a਍ഀ shoring wall. This would allow us to pour our new footings and properly waterproof the foundation wall then back-fill between the new਍ഀ and existing foundation walls with gravel.਍ഀ We are currently moving forward with the approved footprint. The client made it very dear that he does not want to redesign the਍ഀ entire house, but he would like us to fix some of the areas we were working around as a remodel such as the 2x4 walls, the curved਍ഀ walls on the lower level, lowering the entire house so the driveway is not as steep, etc We are not exceeding height limits or਍ഀ maximizing grfa, but the south west corner of the existing house is in a side setback. If we use the existing footprint and move the਍ഀ house to the north 3 feet we will still be in the side setback, but we are not changing bulk or mass. We are reducing the mass in the਍ഀ side setback by changing the roof from the existing gable to a flat roof.਍ഀ As this redesign will take some time to rework, the project is currently on hold. The client does not want the current state of the house਍ഀ to be an eye-sore in the neighborhood and the contractor does not want it to be an unsafe structure. The structural engineer਍ഀ 4W recommended removing all framing and using steel supports for the south foundation wall. Would we be allowed to remove the framing,਍ഀ secure the job site, and later this spring / early summer build the approved footprint that has been moved 3 feet to the north?਍ഀ Please confirm on the direction we should proceed.਍ഀ Thank you,਍ഀ Z਍ഀ Millie Aldrich, AIA Assoc.਍ഀ k.h. webb architects pc.਍ഀ D 10਍ഀ JAN 24 2001਍ഀ TOWN OF VAIL਍ഀ 953 SOUTH FRONTAGE ROAD WEST STE 216 VAIL COLORADO 81657਍ഀ 970.477.2990 970.477.2965( F) www.khwehh.tom਍ഀ Charlie Davis - Re: Dayton Remodel Page 1਍ഀ From: Charlie Davis਍ഀ To: John Plano; millie@khwebb.com / a3~1਍ഀ Date: 01/29/2007 2:26:04 PM 0(਍ഀ Subject: Re: Dayton Remodel਍ഀ John,਍ഀ Good job communicating the items that are required for consideration to put this project on hold.਍ഀ Millie,਍ഀ This is the way to proceed from the Town of Vail's Building Safety and Inspections Services team's਍ഀ perspective.਍ഀ Does any other information need to be communicated? Let me know and I will provide any and all਍ഀ information requested਍ഀ Best Regards,਍ഀ Charlie Davis਍ഀ Chief BuildingOffciial਍ഀ Town of Vail਍ഀ 970-479-2142਍ഀ cdavis@vailgov.com਍ഀ John Plano 01/25/07 3:14 PM਍ഀ Millie,਍ഀ I did the original plan review for this project. I did a site visit on 1/25/07, 1 could only view the site from the਍ഀ road, as it was taped off with warning tape and no one was on site.਍ഀ I have some concerns/requirements listed below.਍ഀ For the new floor plan change,਍ഀ 1) Submit a new building permit application and DRB permit application for DRB, Planning, Fire਍ഀ department, Building Department and Public Works approval for the tear-down/rebuild.਍ഀ For the removal of the framing and installing shoring for the existing foundation walls.਍ഀ 1) If any framing is left, provide a letter from the structural engineer that it is adequate to sustain the snow਍ഀ loads and lateral forces or his recommendations for bracing.਍ഀ 2) Provide an engineer stamped shoring plan for the existing foundation walls.਍ഀ 3) Provide a drainage and erosion control plan for the site.਍ഀ 4) Indicate how the exposed foundation will be protected from frost heave.਍ഀ 5) Provide a revised DRB permit to demo, include bond to restore the site to a natural state.਍ഀ 6) Apply for a demo permit, this can be concurrent with the DRB application.਍ഀ John Plano਍ഀ Plan Examiner਍ഀ Town of Vail਍ഀ Cell, 977-6278਍ഀ CC: Bill Gibson; cgunion@vail.gov; mccgee@vailgov.com; mitchs@gsconco.com਍ഀ FROM :SHAW ELECTRIC FAX NO. :9709263358਍ഀ 814A A/' ELECTRIC, INC.਍ഀ PO. 80X 1451 AVON, CO 81620਍ഀ 970-926-3358 6,-Co r-z~-਍ഀ PH.਍ഀ i਍ഀ a~f਍ഀ V""਍ഀ i਍ഀ /fo਍ഀ X07 a~਍ഀ c-਍ഀ r~r ~utl~~਍ഀ ~t~e~~~rc~►~ and਍ഀ 6 Lt)਍ഀ 1 vr, c.~d s ~.rvUt਍ഀ ou"' SPA`'਍ഀ ~/U 2 tom'~ tax,਍ഀ cc rok਍ഀ zALk.਍ഀ been c'e s sal ~ m . -Col (er਍ഀ M,,.~. ~a਍ഀ ~\Ce Pte- J਍ഀ ari(L਍ഀ TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT਍ഀ 75 S. FRONTAGE ROAD਍ഀ VAIL, CO 81657਍ഀ 970-479-2138਍ഀ NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES਍ഀ ELECTRICAL PERMIT਍ഀ & ARLENE J. 11/14/2006਍ഀ o(o -0-~> 4਍ഀ Job Address: 344 BEAVER DAM RD VAIL਍ഀ Location.....: 344 BEAVER DAM RD਍ഀ Parcel No...: 210107113012਍ഀ \Ca 2-਍ഀ Project No : -)60G - C)਍ഀ OWNER DAYTON, JOHN W.਍ഀ 2703 ROUTH STNE਍ഀ DALLAS਍ഀ TX 75201਍ഀ APPLICANT SHAW ELECTRIC਍ഀ P O BOX 1451਍ഀ AVON CO਍ഀ CO 81620਍ഀ License: 106-E਍ഀ CONTRACTOR SHAW ELECTRIC਍ഀ P O BOX 1451਍ഀ AVON CO਍ഀ CO 81620਍ഀ License: 106-E਍ഀ Permit E06-0245਍ഀ Status਍ഀ ISSUED਍ഀ Applied਍ഀ 11/14/2006਍ഀ Issued .਍ഀ 11/16/2006਍ഀ Expires .਍ഀ 05/15/2007਍ഀ 11/14/2006 Phone: 970-926-3358਍ഀ 11/14/2006 Phone: 970-926-3358਍ഀ Desciption: TEMPORARY POWER FOR A REMODEL/ADDITION TO SFR਍ഀ Valuation: $1,200.00 Square feet: 50਍ഀ FEE SUMMARY਍ഀ Electrical >਍ഀ $51.75਍ഀ Total Calculated Fees-->਍ഀ $54.75਍ഀ DRB Fee >਍ഀ $0.00਍ഀ Additional Fees >਍ഀ $0.00਍ഀ Investigation >਍ഀ $0.00਍ഀ Total Permit Fee-------->਍ഀ $54.75਍ഀ Will Call >਍ഀ $3.00਍ഀ Payments >਍ഀ $54.75਍ഀ TOTAL FEES-->਍ഀ $54.75਍ഀ BALANCE DUE-------->਍ഀ $0.00਍ഀ Approvals:਍ഀ Item: 06000 ELECTRICAL਍ഀ DEPARTMENT਍ഀ 11/14/2006 shahn਍ഀ Action: AP਍ഀ Item: 05600 FIRE DEPARTMENT਍ഀ CONDITIONS OF APPROVAL਍ഀ Cond: 12਍ഀ (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.਍ഀ DECLARATIONS਍ഀ I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot਍ഀ plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply਍ഀ with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design਍ഀ review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto.਍ഀ REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVAI~E BY TELEPHONE AT-479-2149 OR AT OUR OFFICE FROM 8:00 AM - 4਍ഀ PM. / ` l਍ഀ ATURE OF 1OWNER OR CONTRACTOR FOR HIMSELF AND OWNEF਍ഀ TOWN OF VAIL, COLORADO Statement਍ഀ Statement Number: R060001993 Amount: $54.75 11/16/200602:24 PM਍ഀ Payment Method: Check Init: DDG਍ഀ Notation: Shaw 14600਍ഀ ਍ഀ Permit No: E06-0245 Type: ELECTRICAL PERMIT਍ഀ Parcel No: 2101-071-1301-2਍ഀ Site Address: 344 BEAVER DAM RD VAIL਍ഀ Location: 344 BEAVER DAM RD਍ഀ Total Fees: $54.75਍ഀ This Payment: $54.75 Total ALL Pmts: $54.75਍ഀ Balance: $0.00਍ഀ ACCOUNT ITEM LIST:਍ഀ Account Code Description Current Pmts਍ഀ ਍ഀ EP 00100003111100 ELECTRICAL PERMIT FEES 51.75਍ഀ WC 00100003112800 WILL CALL INSPECTION FEE 3.00਍ഀ FROM :SHAW ELECTRIC FAX NO. :9709263358 Nov. 14 2006 08:57AM P1਍ഀ T0WN OF YK T~਍ഀ 75 S. Frontage Rd.਍ഀ Vail, Colorado 81657਍ഀ Electrical Contractor:਍ഀ Cnntractor Sionature: i i਍ഀ AMOUNT OF SQ FT IN STRUCTURE:਍ഀ Town of Vail Reg.਍ഀ e- 1D (119਍ഀ and਍ഀ Project `j • v਍ഀ pN;, 9Buildiug Permit਍ഀ Electrical Permit ,਍ഀ pRMATION਍ഀ C=/ nd Phone #'s: olz(o਍ഀ ~*v.&kero 37(p -lowz-਍ഀ ELECTRICAL VALUAT ION: $ (L6Zj਍ഀ *,e*****x*e.,wW~~***,,•.*.*,**sert~******FOROFFICE USEONLY**«*****~e,e•«~**#~.•****~,~.«***#*R,~਍ഀ Y/਍ഀ TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT਍ഀ 75 S. FRONTAGE ROAD਍ഀ VAIL, CO 81657਍ഀ 970-479-2138਍ഀ NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES਍ഀ ELECTRICAL PERMIT਍ഀ Job Address: 344 BEAVER DAM RD VAIL਍ഀ Location.....: 344 BEAVER DAM RD਍ഀ Parcel No...: 210107113012਍ഀ Legal Description: " t~ 3 CbG~ ' ti Co਍ഀ Project No਍ഀ OWNER DAYTON, JOHN W. & ARLENE J. 10/04/2007਍ഀ 2703 ROUTH STNE਍ഀ DALLAS਍ഀ TX 75201਍ഀ APPLICANT SHAW ELECTRIC਍ഀ P O BOX 1451਍ഀ AVON CO਍ഀ CO 81620਍ഀ License: 106-E਍ഀ CONTRACTOR SHAW ELECTRIC਍ഀ P O BOX 1451਍ഀ AVON CO਍ഀ CO 81620਍ഀ License: 106-E਍ഀ Permit E07-0254਍ഀ _1'0(:~-0~&~ t ~'~o I਍ഀ Status਍ഀ ISSUED਍ഀ Applied..:਍ഀ 10/04/2007਍ഀ Issued.਍ഀ 10/05/2007਍ഀ Expires .਍ഀ 04/02/2008਍ഀ 10/04/2007 Phone: 970-926-3358਍ഀ 10/04/2007 Phone: 970-926-3358਍ഀ Desciption: ELECTRICAL FOR REMODEL/ADDITION TO SFR਍ഀ Valuation: $0.00 Square feet: 8200਍ഀ a«z਍ഀ FEE SUMMARY਍ഀ Electrical >਍ഀ $371.45਍ഀ Total Calculated Fees-->਍ഀ $375.45਍ഀ Investigation >਍ഀ $0.00਍ഀ Additional Fees >਍ഀ $0.00਍ഀ Will Call >਍ഀ $4.00਍ഀ Total Permit Fee-------->਍ഀ $375.45਍ഀ TOTAL FEES-->਍ഀ $375.45਍ഀ Payments >਍ഀ $375.45਍ഀ BALANCE DUE-------->਍ഀ $0.00਍ഀ ਍ഀ ਍ഀ ਍ഀ Approvals:਍ഀ Item: 06000 ELECTRICAL DEPARTMENT਍ഀ 10/04/2007 shahn Action: AP਍ഀ ਍ഀ CONDITIONS OF APPROVAL਍ഀ Cond: 12਍ഀ (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.਍ഀ ਍ഀ DECLARATIONS਍ഀ I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan,਍ഀ and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all਍ഀ Town'ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review਍ഀ approved, International Building and Residential Codes and other ordinances of the Town applicable thereto.਍ഀ REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADV NCE BY TELEPHONE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM - 4 PM.਍ഀ i ~ 1਍ഀ TOWN OF VAIL, COLORADO Statement਍ഀ Statement Number: R070002117 Amount: $375.45 10/05/200702:18 PM਍ഀ Payment Method: Check Init: LC਍ഀ Notation: #15393/SHAW਍ഀ ELECTRIC਍ഀ ਍ഀ Permit No: E07-0254 Type: ELECTRICAL PERMIT਍ഀ Parcel No: 2101-071-1301-2਍ഀ Site Address: 344 BEAVER DAM RD VAIL਍ഀ Location: 344 BEAVER DAM RD਍ഀ Total Fees: $375.45਍ഀ This Payment: $375.45 Total ALL Pmts: $375.45਍ഀ Balance: $0.00਍ഀ ਍ഀ ACCOUNT ITEM LIST:਍ഀ Account Code Description Current Pmts਍ഀ ਍ഀ EP 00100003111100 ELECTRICAL PERMIT FEES 371.45਍ഀ WC 00100003112800 WILL CALL INSPECTION FEE 4.00਍ഀ ਍ഀ FROM :SHAW ELECTRIC਍ഀ r਍ഀ r਍ഀ i਍ഀ FAX NO. :9709263358਍ഀ Oct. 04 2007 07:27AM P1਍ഀ r ~ vJwr ts-.਍ഀ Building Permit E07. 045v~਍ഀ flettrical Permit਍ഀ TOWN OF VAIL TO਍ഀ 75 S. Fron age Rd.਍ഀ Vail, Colada 81657਍ഀ CONTRACTOR INFORMATION਍ഀ Electrical Contractor: Town of Vail Reg. No,,. Co ct and Phone Vs: 37& - [ d3 Z-਍ഀ Contractor Sianature: ii਍ഀ AMOUNT OF SQ FT IN Sf'ftUCTURE:਍ഀ 1਍ഀ Job Name:਍ഀ Legal Description lot: Block:਍ഀ Owners Name:਍ഀ d VALUATIONS FOR ALL 0THERS h bor & Melterial਍ഀ Z a~ ELECTRICAL VALUA ti 1014: $ 10 a cxs. ~਍ഀ Job Address: 3- { 3 eaLVA ~cc m.਍ഀ Filing: Subdivision:਍ഀ Uf. + , Phone:਍ഀ Engineer: r►oaress: _਍ഀ Detailed Ioescriptibn of work:਍ഀ )਍ഀ Wo Class: New ) Addition ( ) Remodel { ) Repair ( ) Tamp Power( ) Other(਍ഀ Work Type: Interior ( ) Exterior ( Both ( ) Does an EHU exist at this location: Yes (No ( )਍ഀ Type of Bldg.: Single-family ) Duplex ( ) Multi-family ( ) Commerdai { ) Restaurant { ) Other ( )਍ഀ F. of Existing Dwelling Un~ s in this building: No. of Accommodation Units. in this building.਍ഀ S this ermit far a hot tub: Yt Na਍ഀ netac a Fire Snrinkler System E}C9 Yes( ) No ( )਍ഀ YYRAt rE##*##****akR 4t YEA#*#***RR7tiR###***YeaA## OFFICE USE਍ഀ ~3~y4S਍ഀ P:/everyone/fnrms/elec"rm਍ഀ t.~ y 0 3 20D 1਍ഀ TOWN OF VAIL .਍ഀ TOWN OF VAIL਍ഀ 75 S. FRONTAGE ROAD਍ഀ VAIL, CO 81657਍ഀ 970-479-2138਍ഀ NOTE਍ഀ ELECTRICAL PERMIT਍ഀ Job Address: 344 BEAVER DAM RD VAIL਍ഀ Location.....: 344 BEAVER DAM RD਍ഀ Parcel No...: 210107113012਍ഀ Legal Description: 4rp _ b਍ഀ Project No :਍ഀ OWNER DAYTON, JOHN W.਍ഀ 2703 ROUTH STNE਍ഀ DALLAS਍ഀ TX 75201਍ഀ APPLICANT MD MOLLER CO਍ഀ PO BOX 1508਍ഀ EDWARDS਍ഀ CO 81632਍ഀ License: 355-E਍ഀ CONTRACTOR MD MOLLER CO਍ഀ PO BOX 1508਍ഀ EDWARDS਍ഀ CO 81632਍ഀ License: 355-E਍ഀ Desciption: New electrical਍ഀ Valuation: $200,000.00਍ഀ & ARLENE J. 03/24/2008਍ഀ Permit E08-0035਍ഀ &-C)S਍ഀ Status਍ഀ ISSUED਍ഀ Applied..:਍ഀ 03/24/2008਍ഀ Issued .਍ഀ 03/26/2008਍ഀ Expires.਍ഀ 09/22/2008਍ഀ 03/24/2008 Phone: (970) 569-3913਍ഀ 03/24/2008 Phone: (970) 569-3913਍ഀ Square feet: 8200਍ഀ FEE਍ഀ SUMMARY਍ഀ Electrical >਍ഀ $371.45਍ഀ Total Calculated Fees-->਍ഀ $375.45਍ഀ Investigation >਍ഀ $ 0 .00਍ഀ Additional Fees >਍ഀ $0.00਍ഀ Will Call >਍ഀ $4.00਍ഀ Total Permit Fee-------->਍ഀ $375.45਍ഀ TOTAL FEES-->਍ഀ $375.4S਍ഀ Payments >਍ഀ $375.45਍ഀ BALANCE DUE-------->਍ഀ $0.00਍ഀ ਍ഀ ਍ഀ ਍ഀ Approvals:਍ഀ Item: 06000 ELECTRICAL਍ഀ DEPARTMENT਍ഀ 03/25/2008 shahn਍ഀ Action: AP਍ഀ Item: 05600 FIRE DEPARTMENT਍ഀ CONDITIONS OF APPROVAL਍ഀ Cond: 12਍ഀ (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.਍ഀ ਍ഀ DECLARATIONS਍ഀ I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan,਍ഀ and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all਍ഀ Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review਍ഀ approved, International Building and Residential Codes and other ordinances of the Town applicable thereto.਍ഀ DEPARTMENT OF COMMUNITY DEVELOPMENT਍ഀ THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES਍ഀ REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADV4NCE I\Y/F> hEPUONE AT 479,-2149 OR AT OUR OFYICE FROM 8:90 AM - 4 PM.਍ഀ SIGNATURI'OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNER਍ഀ TOWN OF VAIL, COLORADO Statement਍ഀ Statement Number: R080000344 Amount: $375.45 03/26/200801:48 PM਍ഀ Payment Method: Check Init: DDG਍ഀ Notation: MD Moller਍ഀ Company Inc. 8044਍ഀ ਍ഀ Permit No: E08-0035 Type: ELECTRICAL PERMIT਍ഀ Parcel No: 2101-071-1301-2਍ഀ Site Address: 344 BEAVER DAM RD VAIL਍ഀ Location: 344 BEAVER DAM RD਍ഀ Total Fees: $375.45਍ഀ This Payment: $375.45 Total ALL Pmts: $375.45਍ഀ Balance: $0.00਍ഀ ACCOUNT ITEM LIST:਍ഀ Account Code Description Current Pmts਍ഀ ਍ഀ EP 00100003111100 ELECTRICAL PERMIT FEES 371.45਍ഀ WC 00100003112800 WILL CALL INSPECTION FEE 4.00਍ഀ ਍ഀ FROM 03 21 2008 13:49/ST.13:48 P002਍ഀ APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UN IGN D਍ഀ Project 2..਍ഀ Building Permit਍ഀ *Y'Aal Electrical Permit #1M- n01਍ഀ Iu1FC~Y NsFik 970-479-2149 (Inspections)਍ഀ 75 S. Frontage Rd.਍ഀ Vail, Colorado 81657਍ഀ TOWN OF VAIL ELECTRICAL PERMIT APPLICATION਍ഀ CONTRACTOR INFORMATION਍ഀ Electrical Contracto L Town of Vail Reg. No.: ntact P rson a Phone #'s:਍ഀ 2-)C- - E - 1(਍ഀ i਍ഀ (IK਍ഀ E-Mail Address: Fax#: S'.਍ഀ Contractor Signature: I-V49/0AL਍ഀ COMPLETE SQ. FOOTAGE FOR AREA OF WORK AND VALUATION OF WORK (Labor & Materials)਍ഀ AMOUNT OF SQ FT IN STRUCTURE: ELECTRICAL VALUATION: $਍ഀ Contact Fan/a rnnnty dccaccnrr of a at 97n.".q-J? dD nr vicif www,oan1P-rnrinh1 t-Am &P Dared! fE਍ഀ Parcel # I C) i C57 1'~ n .਍ഀ Job Name:਍ഀ Job Address:਍ഀ Legal Description਍ഀ Lot:਍ഀ Block:਍ഀ Filing:਍ഀ [Subdivision;਍ഀ Own s Na e:J A" a L)਍ഀ e_਍ഀ Phone:਍ഀ Engineer: Address:਍ഀ Phone:਍ഀ Detailed description of work: , ` V I~. _ •਍ഀ Work Gass: New Addition ( ) Remodel ( )਍ഀ Repair ( ) Temp Power ( ) Other ( )਍ഀ Work Type: Interior ( ) Exterior ( ) Both ' )਍ഀ Does an EHU exist at this location: Yes( ) N਍ഀ Type of Bldg.: Single-family Duplex ( ) Multifamily ( )਍ഀ Commercial ( ) Restaurant ( ) Other ( )਍ഀ F No. of Existing Dwelling Units In this building:਍ഀ No. of Accommodation Units in this building:਍ഀ Is this permit for a hot tub: Yes No਍ഀ Does a Fire Alarm Exist: Yes( ) No਍ഀ Does a Fire Sprinkler System Exist: Yes(਍ഀ ) No਍ഀ ****wwwww><**wwwwwwwwwrwxwwxM,r**sc*x****FOR OFFICE USE ONLY**""k*******x਍ഀ Other Fees:........:..:,.;.:.:.::.:.:...਍ഀ Date Recefyed:..:. .਍ഀ : DRB Fees:..਍ഀ : AcCe ted B , .਍ഀ • Planner Si n-off:..਍ഀ ਍ഀ F: \cdev\FORMS\Permits\Buildi ng\elecdcal-permit_11.23-2005-DOC਍ഀ 1਍ഀ C F 0~E਍ഀ MAR 2 1 ZgPJ8਍ഀ cl~ Page 1 of 2਍ഀ N OF VAII਍ഀ 11/23/2005਍ഀ FROM 03 21 2008 13:49/ST.13:48 P003਍ഀ MiW A਍ഀ Amendment to the 2002 N.E.C. Town of Vail Ordinance 4 Series of 2005਍ഀ ❑ overhead services are not allowed in the Town of Vail.਍ഀ ❑ Underground services shall be in conduit (PVC) from the utility transformer to the electric meter, main਍ഀ disconnect switch, and to the first electrical distribution circuit breaker panel.਍ഀ ❑ The main disconnect switch shall be readilyaccessible, andlocated next to the meter on the exterior wall of਍ഀ the structure. All underground conduits are required to be inspected before back-filling the trench.਍ഀ ❑ In multi-family dwelling units, no electrical wiring or feeder cables shall pass from one unit to another. Common਍ഀ walls and spaces are exempt.਍ഀ ❑ NM Cable (Romex) can be used only in single and mull-famify dwellings not erreeding 3 stories਍ഀ Type NM cannot be used in any building mixed with T)pe A.B.E,FH,I,M &S occupandes.਍ഀ ❑ Aluminum conductors smaller than size #8 are not permitted.਍ഀ TOWN F VAIL ELECTRICAL PERMIT GUIDELINES਍ഀ ❑ All installations of exterior hot tubs or spa's require a DRB approval from planning. This application will਍ഀ not be accepted without a copy of the DRB approval form attached (if applicable).਍ഀ ❑ If this permit is for installation of an exterior hot tub or spa on a new elevated platform or deck over਍ഀ 30" above grade, you must also obtain a building permit.਍ഀ ❑ If this permit is for installation of an exterior hot tub or spa on any existing deck or elevated platform,਍ഀ a structural engineer must review the existing condition and verify that it will support the added਍ഀ concentrated load. Please provide a copy of the structural engineers wet stamped letter or drawing਍ഀ with this application.਍ഀ ❑ If this is a remodel in a multi-family building with a homeowners association, a letter of permission਍ഀ from the association is required.਍ഀ ❑ If this permit is for a commercial space, two (2) sets of stamped drawings are required. Electrical਍ഀ one line and panel schedules are required if load is added or distribution is altered.਍ഀ I have read and understand the above.਍ഀ ff'਍ഀ ?4J- 0਍ഀ 9igt'rtature Date Signed਍ഀ If you have any questions rega ii.~g the above information or have additional questions,਍ഀ please contact the Town of Vail Electrical Inspector at 970-479-2147. The inspector can be਍ഀ reached on Monday thru Friday mornings between the hours of Barn and 9am. You may also਍ഀ leave a voice mail and the inspector will call you back.਍ഀ r-,Vdcv\FORMS\Permits\Building\elecdcal-permiL11.23-2005.DOC Page 2 of 2 11123/2005਍ഀ FROM਍ഀ 03 21 2008 13:49/ST.13:48 P001਍ഀ M.D. Moller CO਍ഀ ELECTRICAL CONTRACTING਍ഀ P.O. Box 1508 Edwards, CO 81632 (970) 845-6039 (970) 845-8029 FAX਍ഀ FAX TRANSMITTAL SHEET਍ഀ COMPANY NAME: Town of Vail਍ഀ ATTENTION: Community Development਍ഀ FAX NUMBER: 970-479-2452਍ഀ FROM: Deidre਍ഀ DATE: 3/21/08਍ഀ TOTAL PAGES INCLUDING COVER: 3਍ഀ COMMENTS:਍ഀ Electrical Permit Application਍ഀ Please call with any questions.਍ഀ Thank you,਍ഀ DeLdre Romero਍ഀ M.D. Moller Company਍ഀ TOWN OF VAIL਍ഀ 75 S. FRONTAGE ROAD਍ഀ VAIL, CO 81657਍ഀ 970-479-2138਍ഀ NOTE਍ഀ MECHANICAL PERMIT਍ഀ Permit਍ഀ Status :਍ഀ Applied :਍ഀ Issued . . .਍ഀ Expires.਍ഀ M08-0005਍ഀ 03"~ _7 - O 1~t਍ഀ ISSUED਍ഀ 01/03/2008਍ഀ 01/16/2008਍ഀ 07/14/2008਍ഀ Job Address:਍ഀ 344 BEAVER DAM RD VAIL਍ഀ Location.....:਍ഀ 344 BEAVER DAM RD਍ഀ Parcel No...:਍ഀ 210107113012਍ഀ Legal Description:਍ഀ . ~ s o o਍ഀ Project No :਍ഀ OWNER DAYTON, JOHN W. & ARLENE J. 01/03/2008਍ഀ 2703 ROUTH STNE਍ഀ DALLAS਍ഀ TX 75201਍ഀ APPLICANT KAIBAB PLUMBING INC.਍ഀ P.O. BOX 1451਍ഀ EAGLE਍ഀ CO 81631਍ഀ License: 249-M਍ഀ CONTRACTOR KAIBAB PLUMBING INC.਍ഀ P.O. BOX 1451਍ഀ EAGLE਍ഀ CO 81631਍ഀ License: 249-M਍ഀ 01/03/2008 Phone: 970-390-7735਍ഀ 01/03/2008 Phone: 970-390-7735਍ഀ Desciption: INSTALL INFLOOR HEAT, SNOWMELT, SPA HEAT SUPPLY AND਍ഀ HYDRONIC CONTROLS਍ഀ Valuation: $89,200.00਍ഀ Fireplace Information: Restricted: # of Gas Appliances: 0 # of Gas Logs: 0 # of Wood Pellet: 0਍ഀ FEE SUMMARY਍ഀ Mechanical $1, 800. 00 Restuarant Plan Review--> $0.00 Total Calculated Fees਍ഀ $2,254.00਍ഀ Plan Check $450.00 TOTAL FEES-------------->਍ഀ $2,254.00 Additional Fees-----------> $0.00਍ഀ Investigation-> $0. 00 Total Permit Fee---------- >਍ഀ $2,254.00਍ഀ Will Call-----> $4 .0 0 Payments > $2,254.00਍ഀ BALANCE DUE--------- > $ 0 . 00਍ഀ ਍ഀ Item: 05100 BUILDING DEPARTMENT਍ഀ 01/03/2008 cgunion Action: AP਍ഀ CONDITION OF APPROVAL਍ഀ Cond: 12਍ഀ (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.਍ഀ Cond: 22਍ഀ (BLDG.): COMBUSTION AIR IS REQUIRED PER CHAPTER 7 OF THE 2003 IMC AND SECTION਍ഀ 304 OF THE 2003 IFGC AS MODIFIED BY TOWN OF VAIL.਍ഀ Cond: 23਍ഀ (BLDG.): BOIILER INSTALLATION MUST CONFORM TO MANUFACTURER'S INSTRUCTIONS AND਍ഀ CHAPTER 10 OF THE 2003 IMC.਍ഀ Cond: 25਍ഀ DEPARTMENT OF COMMUNITY DEVELOPMENT਍ഀ THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES਍ഀ (BLDG.): GAS APPLIANCES SHALL BE VENTED ACCORDING TO CHAPTER 5 OF THE 2003 IFGC.਍ഀ Cond: 29਍ഀ (BLDG.): ACCESS TO MECHANICAL EQUIPMENT MUST COMPLY WITH CHAPTER 3 OF THE 2003਍ഀ IMC AND CHAPTER 3 OF THE 2003 IFGC..਍ഀ Cond: 31਍ഀ (BLDG.): BOILERS SHALL BE MOUNTED ON FLOORS OF NONCOMBUSTIBLE CONST. UNLESS਍ഀ LISTED FOR MOUNTING ON COMBUSTIBLE FLOORING.਍ഀ Cond: 32਍ഀ (BLDG.): PERMIT,PLANS AND CODE ANALYSIS MUST BE POSTED IN MECHANICAL ROOM PRIOR਍ഀ TO AN INSPECTION REQUEST.਍ഀ Cond: 30਍ഀ (BLDG.): BOILER ROOMS SHALL BE EQUIPPPED WITH A FLOOR DRAIN OR OTHER APPROVED਍ഀ MEANS FOR DISPOSING OF LIQUID WASTE PER SECTION 1004.6.਍ഀ DECLARATIONS਍ഀ I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan,਍ഀ and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all਍ഀ Town ordinances and state laws, and to build this structure according to the towns zon and subdivision codes, design review਍ഀ approved, International Building and Residential Codes and other orditrpnses of t own applicable thereto.਍ഀ REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANC'B JIPHONE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM - 4 PM.਍ഀ SIGNA-FW OF Q'WNER~OR CONTRACTOR FOR HIMSELF AND OWNER਍ഀ TOWN OF VAIL, COLORADO Statement਍ഀ Statement Number: R080000062 Amount: $2,254.00 01/16/200810:54 AM਍ഀ Payment Method: Check Init: DDG਍ഀ Notation: Kaibab 3233਍ഀ ਍ഀ Permit No: M08-0005 Type: MECHANICAL PERMIT਍ഀ Parcel No: 2101-071-1301-2਍ഀ Site Address: 344 BEAVER DAM RD VAIL਍ഀ Location: 344 BEAVER DAM RD਍ഀ Total Fees: $2,254.00਍ഀ This Payment: $2,254.00 Total ALL Pmts: $2,254.00਍ഀ Balance: $0.00਍ഀ ACCOUNT ITEM LIST:਍ഀ Account Code Description Current Pmts਍ഀ ਍ഀ MP 00100003111100 MECHANICAL PERMIT FEES 1,800.00਍ഀ PF 00100003112300 PLAN CHECK FEES 450.00਍ഀ WC 00100003112800 WILL CALL INSPECTION FEE 4.00਍ഀ APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIGN ii~ ~l਍ഀ TOV Project cJ਍ഀ 00 Building Permit਍ഀ Mechanical Permit਍ഀ TOWN 16 0 swmo~ 970-479-2149 (Inspections)਍ഀ IM TO਍ഀ WN OF VAIL MECHANICAL PERMIT APPLICATION਍ഀ 75 S. Frontage Rd. Permit will not be accepted without the following:਍ഀ Vail, Colorado 81657਍ഀ / Provide Mechanical Room Layout drawn to scale to include:਍ഀ P-- Mechanical Room Dimensions eN P14-75਍ഀ u, Combustion Air Duct Size and Location 8`/ orhh-V S਍ഀ /J c?- Flue, Vent and Gas Line Size and Location aN ~s/ ~s~~ SPs਍ഀ u,- Heat Loss Calcs.਍ഀ v- Equipment Cut/Spec Sheets਍ഀ CONTRACTOR INFORMATION਍ഀ Mechanical Contractor: Town of Vail Reg. No.: Contact Person and Phone #'s:਍ഀ 1,016* 11 1 .1 vi 5 v n4ex tk" p 9 70 396 7 7 3,_਍ഀ E-Mail Address: a~ h 4,,0 4 e_ M; yA Fax#: ?70 326 773 12-਍ഀ 1 A਍ഀ VALUATION FOR MECHANICAL PERMIT (Labor & Materials਍ഀ II MECHANICAL: $ 6?, Zap ~ II਍ഀ Contact Eaale County dSSecsnrc nmrp at 97n- 37R-RF,4n nr vicit unenei awn/a_i nhi i-nm 0^r Dm.• l vV਍ഀ Parcel # 210107113o/2਍ഀ Job Name: P. KRAJ Ar 5/10FN,::~-E਍ഀ Job Address: 3vy - ~ .46਍ഀ Legal Description Lot:਍ഀ D I Block: Filing: Subdivision:਍ഀ Owners Name: T*4W /aRN E਍ഀ Ph਍ഀ Address: 2703 ~WrH STNF 7 5 11਍ഀ 7਍ഀ Engineer: Address: h਍ഀ Detailed description of work: SivalwM67; 6,-,A yRAr SaepLY, oLSJ,A 3 2096਍ഀ Work Class: New Addition( ) Alteration ( ) Repair ( ) Other( ) OF \/AIL਍ഀ Boiler Location: Interior (>4) Exterior ( ) Other ( ) Does an EHU exist is ovation: Yes( ) No ( )਍ഀ Type of Bldg: Single-family 9C) Duplex ( ) Multi-family ( ) Commercial ( ) Restaurant ( ) Other ( )਍ഀ No. of Existing Dwelling Units in this building: No. of Accommodation Units in this building:਍ഀ No /Type of Fireplaces Existin : Gas Appliances Gas Los Wood/Pellet Wood Burnin਍ഀ [No ype of Fireplaces Proposed: Gas Appliances (s~) Gas Logs Wood/Pellet ( ) Wood Burning (NOT ALLOWED)਍ഀ Is this a conversion from a wood burning fireplace to an EPA Phase II device? Yes ( ) No ~e)਍ഀ ************************FOR OFFICE USE ONLY*****************************਍ഀ F:\cdev\BUI1DING\APPLICATIONS\MECHPERM2005.DOC 06/08/2005਍ഀ rC6 4,631 -,,7vtv7਍ഀ KAIBAB'PLUMBING਍ഀ AND਍ഀ JUFERGU11111S..ON਍ഀ W਍ഀ Hydronics਍ഀ THE DAYTON਍ഀ RESIDENCE਍ഀ HYDRONIC SYSTEM DESIGN਍ഀ AND਍ഀ MECHANICAL PRODUCT SUBMITTAL਍ഀ + joi-rkoL 5u,6,i4117?qf-਍ഀ VAA਍ഀ TAY-`am I~,s)oENcj਍ഀ Bain R S►਍ഀ I਍ഀ spy਍ഀ H X.3਍ഀ s~਍ഀ Q਍ഀ 13dPoo arv਍ഀ DHw P6਍ഀ IR਍ഀ KSN Soo,cC0਍ഀ BP, 460#464਍ഀ Xg sENr਍ഀ r਍ഀ TS਍ഀ BPz਍ഀ Bot La 2਍ഀ IBM 606)OW਍ഀ euurr਍ഀ P3਍ഀ e.m f4਍ഀ HYD•਍ഀ XT- I਍ഀ SPA P7਍ഀ SKOWMELr਍ഀ 1A - 1਍ഀ 4 25,E਍ഀ 67D਍ഀ .S.M.਍ഀ kr. 2਍ഀ .TFH p;਍ഀ Pbh K d /z "਍ഀ M4) Nei਍ഀ W~VV਍ഀ t s'o,OCO Bru਍ഀ ~਍ഀ r਍ഀ a਍ഀ SMPS਍ഀ S'razRar~t~਍ഀ i਍ഀ Pump # Location Designation਍ഀ GPM਍ഀ Ft./ Hd. Flange size Main size਍ഀ 1 Boiler 1 UP 43-110਍ഀ 47਍ഀ 23 1 1/2" 1 1/2"਍ഀ 2 Builer 2 UP43-110਍ഀ 47਍ഀ 23 1 1/2" 1 1/2"਍ഀ 3 Main Circ. UPS 50-40਍ഀ 120਍ഀ 5 1 1/2'x 3" 3"਍ഀ 4 Snowmelt UPS 43-44਍ഀ 38਍ഀ 1 1/2"x2" 2"਍ഀ heat਍ഀ 5 Snowmelt UPS 43-44਍ഀ 38਍ഀ 6.1 11/2"x21/2" 2 1/2"਍ഀ circ਍ഀ 6 Radiant UPS26-99਍ഀ 16.5਍ഀ 4.8 1 1/2" 1 1/2"਍ഀ supply਍ഀ 7 Spa H-X UPS26-99਍ഀ 25਍ഀ 10 1 1/2" 1 1/2"਍ഀ 8 Pump St. 1 UPS 15-58਍ഀ 5.9਍ഀ 4.8 1 1/2" 1 1/2"਍ഀ 9 Pump St. 2 UPS 15-58਍ഀ 4.7਍ഀ 2.2 1 1/4" 1 1/4"਍ഀ 10 Pump St. 3 UPS 15-58਍ഀ 5.7਍ഀ 3.7 1 112" 1 1/2"਍ഀ Other Mechanical equipment਍ഀ Boilers਍ഀ Lochinvar KBN-500਍ഀ DHW Sidearm tanks਍ഀ Triangle Tube Smart 120 (2ea)਍ഀ Snowmelt Heat exchanger਍ഀ Carlson 10.0 1 1/4" boiler side 1 1/2" service si਍ഀ Radiant mixing valve਍ഀ Tekmar 4-way Model #722 1 1/4"਍ഀ Hydronic Air"Separator਍ഀ Spirovent Jr. 3" IPS connection਍ഀ Snowmelt Air Separator਍ഀ Spirovent Jr. 2 1/2" IPS connection਍ഀ Hydronic Expansion tank਍ഀ Amtrol਍ഀ Snowmelt expansion tank਍ഀ Amtrol਍ഀ Domestic hot water expansion tank਍ഀ Amtrol਍ഀ All pumps਍ഀ manufactured਍ഀ by Grundfoss਍ഀ All pumps਍ഀ with integral਍ഀ check valves਍ഀ where available਍ഀ N਍ഀ N਍ഀ 5਍ഀ r ~ { {਍ഀ k jj ~ (tF ;਍ഀ } ~ k i I਍ഀ i {਍ഀ {਍ഀ 3਍ഀ }਍ഀ 1਍ഀ t ~ Q €਍ഀ ✓ F਍ഀ VN c~..-਍ഀ Radiant Works 2002.07 Zone List 06-13-2007਍ഀ Project Information਍ഀ Project Name: DAYTON SNOWMELT਍ഀ Project Number: Project Quote:਍ഀ Designed For: KAIBAB PLUMBING਍ഀ Phone Number:਍ഀ Fax Number:਍ഀ Notes:਍ഀ ALL MEASUREMENTS PER PLANS. VERIFY.਍ഀ Contact Information਍ഀ Designed By: JAKE FEAR਍ഀ Company Name: FERGUSON਍ഀ Phone Number: 303.320.4833਍ഀ Fax Number: 303.355.0408਍ഀ ALL SLAB ASSUMED TO HAVE ATLEAST.5" INSULATION. VERIFY.਍ഀ ALL SLAB PERIMETER ASSUMED INSULATED. VERIFY.਍ഀ ALL SUPPLY AND RETURN LENGTHS ASSUMED, VERIFY.਍ഀ MUST USE NO-BURST ALUMINUM SAFE GLYCOL WITH THIS BOILER.਍ഀ ~/1IGU/iuAZI'਍ഀ Zone 1 (Snowmelt) V2਍ഀ Room Soecificafions਍ഀ Room Name਍ഀ Primary਍ഀ Primary਍ഀ Banded਍ഀ Banded਍ഀ Heating਍ഀ Required਍ഀ Radiant਍ഀ Spacing਍ഀ Area਍ഀ Spacing਍ഀ Area਍ഀ Intensity਍ഀ Heat਍ഀ Capacity਍ഀ in਍ഀ [in]਍ഀ [ft2l਍ഀ Btu/h਍ഀ Btu/h਍ഀ Btulh਍ഀ SM 1- DRIVEWAY਍ഀ 10਍ഀ -਍ഀ -਍ഀ 135.3਍ഀ 326,969਍ഀ 471,151਍ഀ (Zone Specifications਍ഀ Supply਍ഀ Delta T਍ഀ GPM਍ഀ Head਍ഀ Radiant਍ഀ Product਍ഀ Tube਍ഀ No. of਍ഀ Fluid [°F]਍ഀ [°F]਍ഀ [ft]਍ഀ Panel਍ഀ Type਍ഀ Length [ft]਍ഀ Circuits਍ഀ Load਍ഀ Btu/h਍ഀ 108਍ഀ 30਍ഀ 24.7਍ഀ 8.2਍ഀ 337,789਍ഀ 5/8"਍ഀ 200਍ഀ 16਍ഀ RadiantPE਍ഀ X਍ഀ _r਍ഀ Pump Specs & Radiant Panel Loan are calculated on the smauer of਍ഀ Required Heat or Radiant Capacity back and edge losses)਍ഀ Zone 2 (Snowmelt)਍ഀ Room Specifications਍ഀ Room Name਍ഀ Primary਍ഀ Primary਍ഀ Banded਍ഀ Banded਍ഀ Heating਍ഀ Required਍ഀ Radiant਍ഀ Spacing਍ഀ Area਍ഀ Spacing਍ഀ Area਍ഀ l਍ഀ tensity਍ഀ Heat਍ഀ Capacity਍ഀ ~n਍ഀ in਍ഀ u/h਍ഀ Btu/h਍ഀ Btu/h਍ഀ SM 2- LOWER਍ഀ 10਍ഀ 643਍ഀ -਍ഀ -਍ഀ 135.3਍ഀ 86,984਍ഀ 125,443਍ഀ DECK਍ഀ SM 2- STAIRS਍ഀ 10਍ഀ 165਍ഀ -਍ഀ -਍ഀ 135.3਍ഀ 22,321਍ഀ 32,21-6-਍ഀ COO਍ഀ DAYTON SM.rad Copyright(c) Watts Radiant Page 1਍ഀ Radiant Works 2002.07 Zone List਍ഀ Zone Specifications਍ഀ 06-13-2007਍ഀ Supply਍ഀ Delta T਍ഀ GPM਍ഀ Head਍ഀ Radiant਍ഀ Product਍ഀ Tube਍ഀ No. of਍ഀ Fluid rF]਍ഀ [°F]਍ഀ Ift]਍ഀ Panel਍ഀ Type਍ഀ Length [ft]਍ഀ Circuits਍ഀ Load਍ഀ [Stu/hl਍ഀ 108਍ഀ 30਍ഀ 8.2਍ഀ 5.8਍ഀ 112,322਍ഀ 5/8"਍ഀ 175਍ഀ 6਍ഀ RadiantPE਍ഀ X਍ഀ Pump Specs & Radiant Panel Load are calculated on the smaller of਍ഀ Required Heat or Radiant Capacity back and edge losses)਍ഀ Zone 3 (Snowmelt)਍ഀ Room Specifications਍ഀ Room Name਍ഀ Primary਍ഀ Primary਍ഀ Banded਍ഀ Banded਍ഀ ting਍ഀ T਍ഀ Required਍ഀ Radiant਍ഀ Spacing਍ഀ Area਍ഀ Spacing਍ഀ Area਍ഀ jInt਍ഀ e਍ഀ nsIty਍ഀ Heat਍ഀ Capacity਍ഀ in਍ഀ in਍ഀ ft$਍ഀ /਍ഀ h਍ഀ Btulh਍ഀ tu/h਍ഀ SM 3- MASTER਍ഀ 10਍ഀ 117਍ഀ -਍ഀ -਍ഀ 135.3਍ഀ 15,828਍ഀ 18,023਍ഀ DECK਍ഀ I਍ഀ ਍ഀ 5M 3- ROOF #1਍ഀ 10਍ഀ -਍ഀ -਍ഀ 135.3਍ഀ 17,316਍ഀ 17,324਍ഀ I਍ഀ Zone Specifications਍ഀ Supply਍ഀ Delta T਍ഀ GPM਍ഀ Head਍ഀ Radiant਍ഀ Product਍ഀ Tube਍ഀ No. of਍ഀ Fluid [°F]਍ഀ [°F]਍ഀ IN਍ഀ Panel਍ഀ Type਍ഀ Length [ft]਍ഀ Circuits਍ഀ Load਍ഀ tu/h਍ഀ 108਍ഀ 30਍ഀ 2.5਍ഀ 4.9਍ഀ 33,911਍ഀ 5/8"਍ഀ 175਍ഀ 2਍ഀ RadlantPE਍ഀ X਍ഀ Pump Specs & Radiant Panel Load are calculated on the smaller of਍ഀ Required Heat or Radiant Capacity back and edge losses)਍ഀ Zone 4 (Snowmelt)਍ഀ Rnnm RnAnifinations਍ഀ Room Name਍ഀ Primary਍ഀ Primary਍ഀ Banded਍ഀ Banded਍ഀ Heating਍ഀ Required਍ഀ Radiant਍ഀ Spacing਍ഀ Area਍ഀ Spacing਍ഀ Area਍ഀ Intensity਍ഀ Heat਍ഀ Capacity਍ഀ [in]਍ഀ [ft2j਍ഀ in਍ഀ Btulh਍ഀ Stu/h਍ഀ Btuih਍ഀ SM 4- NORTH਍ഀ 10਍ഀ JW-਍ഀ -਍ഀ -਍ഀ 135.3਍ഀ 26,515਍ഀ 30,192਍ഀ GAME DECK਍ഀ 7nna Gnmr_ifinnfinns਍ഀ supply਍ഀ Delta T਍ഀ GPM਍ഀ ~vHead਍ഀ Radiant਍ഀ Product਍ഀ Tube਍ഀ No. of਍ഀ Fluid [°F]਍ഀ [°F]਍ഀ Ift]਍ഀ Panel਍ഀ Type਍ഀ Length [ft]਍ഀ Circuits਍ഀ Load਍ഀ tu/h਍ഀ 108਍ഀ 30਍ഀ 2.0਍ഀ 2.4਍ഀ 27,110਍ഀ 5/8"਍ഀ 125਍ഀ 2਍ഀ RadiantPE਍ഀ X਍ഀ Pump Specs & Radiant Panel Loan are catcwateu un ME; srijauc vi਍ഀ DAYTON SM.rad Copyright(c) Watts Radiant਍ഀ Page 2਍ഀ Radiant Works 2002.07 Zone List਍ഀ Required Heat or Radiant Capacity back and edge losses)਍ഀ 06-13-2007਍ഀ Zone 5 (Snowmelt)਍ഀ Room Specifications਍ഀ Room Name਍ഀ Primary਍ഀ Primary਍ഀ Banded਍ഀ Banded਍ഀ Heating਍ഀ Required਍ഀ Radiant਍ഀ Spacing਍ഀ Area਍ഀ Spacing਍ഀ Area਍ഀ Intensity਍ഀ Heat਍ഀ Capacity਍ഀ On]਍ഀ [in)਍ഀ [ft2l਍ഀ Btulh ftj਍ഀ Btulh਍ഀ Stulh਍ഀ SM 5- SOUTH਍ഀ 10਍ഀ ABT਍ഀ -਍ഀ -਍ഀ 135.3਍ഀ 65,340਍ഀ 74,250਍ഀ GAME DECK਍ഀ 160਍ഀ Zone Spec'lficafions਍ഀ Supply਍ഀ Delta T਍ഀ GPM਍ഀ Head਍ഀ Radiant਍ഀ Product਍ഀ Tune਍ഀ No. of਍ഀ Fluid [°F]਍ഀ CFI਍ഀ [ft]਍ഀ Panel਍ഀ Type਍ഀ Length [ft]਍ഀ Circuits਍ഀ Load਍ഀ [Bt!;/hl਍ഀ 108਍ഀ 30਍ഀ 5.0਍ഀ 4.9਍ഀ 67,617਍ഀ 518"਍ഀ 175਍ഀ 4਍ഀ RadiantPE਍ഀ X਍ഀ Pump Specs & Radiant Panel Load are calculated on the smaller of਍ഀ Required Heat or Radiant Capacity back and edge losses)਍ഀ Zone 6 (Snowmelt) AL਍ഀ Room Specificafions਍ഀ Room Na਍ഀ Primary਍ഀ Primary਍ഀ Banded਍ഀ Banded਍ഀ Heating਍ഀ Required਍ഀ _JRAidtfint਍ഀ acing਍ഀ Area਍ഀ Spacing਍ഀ Area਍ഀ Intensity਍ഀ Ham'਍ഀ Capaarty਍ഀ In਍ഀ in਍ഀ Btulh਍ഀ tulh਍ഀ Btulh਍ഀ SM 6- ROOF #2਍ഀ 10਍ഀ -਍ഀ ਍ഀ 29,356਍ഀ 33,393਍ഀ Zone So, c ons਍ഀ Supply਍ഀ Delta T਍ഀ GPM਍ഀ Hand-਍ഀ Radiant਍ഀ -.product਍ഀ Tube਍ഀ No. of਍ഀ Fluid [°F]਍ഀ [°F]਍ഀ ਍ഀ [ft]਍ഀ Panel਍ഀ Type.,--਍ഀ Length [ft]਍ഀ Circuits਍ഀ Load਍ഀ tulh਍ഀ 4਍ഀ 108਍ഀ 0਍ഀ 2.2਍ഀ 3.5਍ഀ 30,309਍ഀ 51W'਍ഀ 150਍ഀ 2਍ഀ RadiantPE਍ഀ X਍ഀ _r਍ഀ a.਍ഀ Pump Specs & Radiant Panel Load are caicuiateo on the smatter or਍ഀ Required Heat or Radiant Capacity back and edge losses)਍ഀ Zone 7 (Snowmelt)਍ഀ Room Specifications਍ഀ Room Name਍ഀ Primary਍ഀ Primary਍ഀ Banded਍ഀ Banded਍ഀ Heating਍ഀ Required਍ഀ Radiant਍ഀ Spacing਍ഀ Area਍ഀ Spacing਍ഀ Area਍ഀ Intensity਍ഀ Heat਍ഀ Capacity਍ഀ in਍ഀ in਍ഀ B#dh਍ഀ tulh਍ഀ tu/h਍ഀ SM 7- LOFT DECK਍ഀ 10਍ഀ 128਍ഀ -਍ഀ -਍ഀ 135.3਍ഀ 17,316਍ഀ 19,697਍ഀ DAYTON SM.rad Copyright(c) Watts Radiant Page 3਍ഀ Radiant Works 2002.07 Zone List਍ഀ Zone Specifications਍ഀ 06-13-2007਍ഀ Supply਍ഀ Delta T਍ഀ GPM਍ഀ Head਍ഀ Radiant਍ഀ Product਍ഀ Tube਍ഀ No. of਍ഀ Fluid [°F]਍ഀ [°F]਍ഀ [ft]਍ഀ Panel਍ഀ Type਍ഀ Length [ft]਍ഀ Circuits਍ഀ Load਍ഀ [Btu/hl਍ഀ 108਍ഀ 30਍ഀ 1.3਍ഀ 5.4਍ഀ 17,825਍ഀ W਍ഀ 175਍ഀ 1਍ഀ RadiantPE਍ഀ X਍ഀ Pump Specs & Radiant Panel Load are calculated on the smaller of਍ഀ Required Heat or Radiant Capacity back and edge losses)਍ഀ Project Totals਍ഀ Radiant System Pumping Specs: 45.9 GPM at 8.2 feet of head. (excluding Supply & Return piping.)਍ഀ Radiant System Boiler Load: 626883 Btu/h (excluding Supply & Return piping losses and Aux. Heat,਍ഀ if required)਍ഀ 6025' of 5/8" RadlantPEX਍ഀ * Report not valid unless Assumption Report has been verified.਍ഀ DAYTON SM.rad Copyright(c) Watts Radiant Page 4਍ഀ Radiant Works 2002.07 Assumption Report 06-13-2007਍ഀ Project Information਍ഀ Project Name: DAYTON SNOWMELT਍ഀ Project Number. Project Quote:਍ഀ Designed For: KAIBAB PLUMBING਍ഀ Contact Information਍ഀ Designed By: JAKE FEAR਍ഀ Company Name: FERGUSON਍ഀ Phone Number: 303.320.4833਍ഀ Fax Number: 303.355.0408਍ഀ Phone Number:਍ഀ Fax Number:਍ഀ ALL MEASUREMENTS PER PLANS. VERIFY.਍ഀ Notes:਍ഀ ALL SLAB ASSUMED TO HAVE ATLEAST.5" INSULATION. VERIFY.਍ഀ ALL SLAB PERIMETER ASSUMED INSULATED. VERIFY.਍ഀ ALL SUPPLY AND RETURN LENGTHS ASSUMED, VERIFY.਍ഀ MUST USE NO-BURST ALUMINUM SAFE GLYCOL WITH THIS BOILER.਍ഀ Project Assumptions਍ഀ OutsideTe਍ഀ Elevation਍ഀ Wind਍ഀ Glycol਍ഀ Job Type਍ഀ System਍ഀ mp rF]਍ഀ [ft]਍ഀ Speed਍ഀ Chemicals਍ഀ [mph]਍ഀ -20਍ഀ 8500਍ഀ 10਍ഀ Propylene਍ഀ Residential਍ഀ No਍ഀ 50%਍ഀ Zone 1 (Snowmeit) [5/8" RadiantPE q਍ഀ Min Tube Length:਍ഀ 20 ft਍ഀ Max Tube Length:਍ഀ 200 ft਍ഀ Circuit Roundin :਍ഀ 25 ft਍ഀ Supply Water਍ഀ 108 F਍ഀ Delta T:਍ഀ 30 F਍ഀ Manifold Distance:਍ഀ 0 ft਍ഀ Tem :਍ഀ Thickness Below਍ഀ 2 in਍ഀ Thickness Above਍ഀ 2 in਍ഀ Slab Conductivity:਍ഀ 0.81 Btu/h ft਍ഀ Tube:਍ഀ Tube:਍ഀ F਍ഀ SM 1- DRIVEWAY਍ഀ Rnnm r-nnstructien Parameters:਍ഀ Area:਍ഀ 2417 ft2਍ഀ Perimeter.਍ഀ 262 ft਍ഀ Max Snowfall:਍ഀ 24 in/day*਍ഀ Height Above਍ഀ 0 ft Sheilding:਍ഀ 1਍ഀ Ground:਍ഀ Class:਍ഀ 2਍ഀ Space Below:਍ഀ Slab insulation਍ഀ 2417 ftz਍ഀ Area:਍ഀ Horizontal਍ഀ 0.5 in"਍ഀ Exposed Slab਍ഀ 262 ft Heating Intensity:਍ഀ 135.28਍ഀ Insulation਍ഀ Perimeter਍ഀ Btu/h fta਍ഀ Thickness:਍ഀ Slab Perimeter਍ഀ 262 ft਍ഀ Perimeter਍ഀ 4 ft Perimeter਍ഀ 2 in਍ഀ Insulation Length:਍ഀ Insulation Depth:਍ഀ Insulation਍ഀ Thickness:਍ഀ Tube Spacing:਍ഀ 10 in਍ഀ High Heating਍ഀ 0 ft2਍ഀ Intensi Area:਍ഀ DAYTON SM.rad Copyright(c) Watts Radiant Page 1਍ഀ Radiant Works 2002.07 Assumption Report਍ഀ 06-13-2007਍ഀ Zone 2 (Snowmelt) [5/8" RadiantPEX]਍ഀ Min Tube Length:਍ഀ 20 it਍ഀ Max Tube Length:਍ഀ 200 ft਍ഀ Circuit Rounding:਍ഀ 25 it਍ഀ Supply Water਍ഀ 108 F਍ഀ Delta T:਍ഀ 30 F਍ഀ Manifold Distance:਍ഀ 0 ft਍ഀ Tem :਍ഀ Thickness Below਍ഀ 2 in਍ഀ Thickness Above਍ഀ 2 in਍ഀ Slab Conductivity:਍ഀ 0.81 Btu/h-ft਍ഀ Tube:਍ഀ Tube:਍ഀ F਍ഀ * Please verify the indicated items for accuracy਍ഀ SM 2- LOWER DECK਍ഀ Room Construction Parameters:਍ഀ Area:਍ഀ 643 ft'਍ഀ Perimeter.਍ഀ 142 ft਍ഀ Max Snowfall:਍ഀ 24 in/day*਍ഀ Height Above਍ഀ 0 ft਍ഀ Sheiiding:਍ഀ 1਍ഀ Ground:਍ഀ Class:਍ഀ 2਍ഀ Space Below:਍ഀ Slab Insulation਍ഀ 643 1`12਍ഀ Area:਍ഀ Horizontal਍ഀ 0.5 in*਍ഀ Exposed Slab਍ഀ 73 it਍ഀ Heating Intensity:਍ഀ 135.28਍ഀ Insulation਍ഀ Perimeter.਍ഀ Btu/h ft2਍ഀ Thickness:਍ഀ Slab Perimeter਍ഀ 73 it਍ഀ Perimeter਍ഀ 4 ft਍ഀ Perimeter਍ഀ 2 in਍ഀ insulation Length:਍ഀ Insulation Depth:਍ഀ Insulation਍ഀ Thickness:਍ഀ Tube Spacing:਍ഀ 10 in਍ഀ High Heating਍ഀ 0 ft2਍ഀ I਍ഀ lntensi Area:਍ഀ SM 2- STAIRS਍ഀ Room Construction Parameters:਍ഀ Area:਍ഀ 165 ft2਍ഀ Perimeter.਍ഀ 54 it਍ഀ Max Snowfall:਍ഀ 24 in/day*਍ഀ Height Above਍ഀ 0 ft਍ഀ Sheiiding:਍ഀ 1਍ഀ Ground:਍ഀ .Class:਍ഀ 2਍ഀ Space Below:਍ഀ Slab 'Insulation਍ഀ 165 ft2਍ഀ Area:਍ഀ Horizontal਍ഀ 0.5 in*਍ഀ Exposed Slab਍ഀ 54 it਍ഀ Heating Intensity:਍ഀ 135.28਍ഀ Insulation਍ഀ Perimeter:਍ഀ Btu/h ft2਍ഀ Thickness:਍ഀ Slab Perimeter਍ഀ 54 ft਍ഀ Perimeter਍ഀ 4 it਍ഀ Perimeter਍ഀ 2 in਍ഀ Insulation Length:਍ഀ Insulation Depth:਍ഀ Insulation਍ഀ Thickness:਍ഀ Tube Spacing:਍ഀ 10 in਍ഀ High Heating਍ഀ 0 it-਍ഀ Intensity Area:਍ഀ Zone 3 (Snowmelt) [5/8" RadiantPE)q਍ഀ Min Tube Len th:਍ഀ 20 it਍ഀ Max Tube Length:਍ഀ 200 ft਍ഀ Circuit Rounding:਍ഀ 25 ft਍ഀ Supply Water਍ഀ 108 F਍ഀ Delta T:਍ഀ 30 F਍ഀ Manifold Distance:਍ഀ 0 ft਍ഀ Temp:.਍ഀ Thickness Below਍ഀ 2 in਍ഀ Thickness Above਍ഀ 2 in਍ഀ Slab Conductivity:਍ഀ 0.81 Btulh-ft਍ഀ Tube:਍ഀ Tube:਍ഀ F਍ഀ * Please verify the indicated items tar accuracy਍ഀ DAYTON SM.rad Copyright(c) Watts Radiant Page 2਍ഀ Radiant Works 2002.07 Assumption Report਍ഀ SM 3- MASTER DECK਍ഀ Room Construction Parameters:਍ഀ 06-13-2007਍ഀ Area:਍ഀ 117 ft2਍ഀ Perimeter:਍ഀ 54 ft਍ഀ Max Snowfall:਍ഀ 24 in/day*਍ഀ Height Above਍ഀ 0 ft਍ഀ Sheilding:਍ഀ 1਍ഀ Ground:਍ഀ Class:਍ഀ 2਍ഀ Space Below:਍ഀ Slab Insulation਍ഀ 117 ft2਍ഀ Area:਍ഀ Horizontal਍ഀ 0.5 in*਍ഀ Exposed Slab਍ഀ 28 It਍ഀ Heating Intensity:਍ഀ 135.28਍ഀ Insulation਍ഀ Perimeter.਍ഀ Btu/h ft2਍ഀ Thickness:਍ഀ Slab Perimeter਍ഀ 28 It਍ഀ Perimeter਍ഀ 4 ft਍ഀ Perimeter਍ഀ 2 in਍ഀ insulation Length:਍ഀ Insulation Depth:਍ഀ Insulation਍ഀ Thickness:਍ഀ Tube Spacing:਍ഀ 10 in਍ഀ High Heating਍ഀ 0 ft2਍ഀ Intensity Area:਍ഀ 1 st Layer਍ഀ 0.75 in਍ഀ Conductivity:਍ഀ 1.07 Btu/h-ft਍ഀ Thickness:਍ഀ F*਍ഀ SM 3- ROOF #1਍ഀ Room Construction Parameters:਍ഀ Area:਍ഀ 128 ft2਍ഀ Perimeter:਍ഀ 47 ft਍ഀ Max Snowfall:਍ഀ 24 in/day*਍ഀ Height Above਍ഀ 0 ft਍ഀ Sheilding:਍ഀ 1਍ഀ Ground:਍ഀ Class:਍ഀ 2਍ഀ Space Below:਍ഀ Slab insulation਍ഀ 128 ft2਍ഀ Area:਍ഀ Horizontal਍ഀ 0.5 in*਍ഀ Exposed Slab਍ഀ 21 ft਍ഀ Heating Intensity:਍ഀ 135.28਍ഀ Insulation਍ഀ Perimeter:਍ഀ Btu/h ft2਍ഀ Thickness:਍ഀ Slab Perimeter਍ഀ 21 ft਍ഀ Perimeter਍ഀ 4 ft਍ഀ Perimeter਍ഀ 2 in਍ഀ Insulation Length:਍ഀ Insulation Depth:਍ഀ Insulation਍ഀ Thickness:਍ഀ Tube Spacing:਍ഀ 10 in਍ഀ High Heating਍ഀ 0 fF਍ഀ Intensity Area:਍ഀ 1 st Layer਍ഀ 0.75 in਍ഀ Conductivity:਍ഀ tu/h-ft਍ഀ 0.638਍ഀ Thickness:਍ഀ F*਍ഀ Zone 4 (Snowmelt) [518" RadiantPEX]਍ഀ Min Tube Len th:਍ഀ 20 ft਍ഀ Max Tube Len th:਍ഀ 200 ft਍ഀ Circuit Roundin :਍ഀ 25 ft਍ഀ Supply Water਍ഀ 108 F਍ഀ Delta T:਍ഀ 30 F.਍ഀ Manifold Distance:਍ഀ 0 ft਍ഀ Tem :਍ഀ Thickness Below਍ഀ 2in਍ഀ Thickness Above਍ഀ 2 in਍ഀ Slab Conductivity:਍ഀ 0.81 Btu/h-ft਍ഀ Tube:਍ഀ Tube:਍ഀ F਍ഀ * Please verify the Indicated memo Tor accuracy਍ഀ SM 4- NORTH GAME DECK਍ഀ f?nnm r`nna- - rrsctinn Parameters.਍ഀ Area:਍ഀ 196 f#2਍ഀ Perimeter. ~਍ഀ 57 ft਍ഀ Max Snowfall:਍ഀ 24 in/day*਍ഀ Height Above਍ഀ 0 ft਍ഀ Sheilding:਍ഀ 1਍ഀ Ground:਍ഀ DAYTON SM.rad Copyright(c) Watts Radiant Page 3਍ഀ Radiant Works 2002.07 Assumption Report਍ഀ Room Construction Parameters:਍ഀ 06-13-2007਍ഀ Area:਍ഀ 217 ft2਍ഀ Perimeter.਍ഀ 64 ft਍ഀ Max Snowfall:਍ഀ 24 in/day*਍ഀ Height Above਍ഀ 0 It਍ഀ Sheilding:਍ഀ 1਍ഀ Ground:਍ഀ Class:਍ഀ 2਍ഀ Space Below:਍ഀ Slab Insulation਍ഀ 217 It'਍ഀ Area:਍ഀ Horizontal਍ഀ 0.5 in*਍ഀ Exposed Slab਍ഀ 64 It਍ഀ Heating Intensity:਍ഀ 135.28਍ഀ Insulation਍ഀ Perimeter਍ഀ Btu/h f12਍ഀ Thickness:਍ഀ Slab Perimeter਍ഀ 64 ft਍ഀ Perimeter਍ഀ 4 ft਍ഀ Perimeter਍ഀ 2 in਍ഀ Insulation Length:਍ഀ Insulation Depth:਍ഀ Insulation਍ഀ Thickness:਍ഀ Tube Spacing:਍ഀ 10 in਍ഀ High Heating਍ഀ 0 ft2਍ഀ Intensity Area:਍ഀ 1 st Layer਍ഀ 0.75 in਍ഀ Conductivity:਍ഀ 1.07 Btu/h-f1਍ഀ Thickness਍ഀ F*਍ഀ Zone 7 (Snowmelt) [518" RadiantPEX]਍ഀ Min Tube Length:਍ഀ 20 It਍ഀ Max Tube Length:਍ഀ 200 It਍ഀ Circuit Roundin :਍ഀ 25 ft਍ഀ Supply Water਍ഀ 108 F਍ഀ Delta T:਍ഀ 30 F਍ഀ Manifold Distance:਍ഀ 0 ft਍ഀ Tem :਍ഀ Thickness Below਍ഀ 2 in .਍ഀ Thickness Above਍ഀ 2 in਍ഀ Slab Conductivity:਍ഀ 0.81 Btu/h-ft਍ഀ Tube:਍ഀ Tube:਍ഀ F਍ഀ * Please verify the indicated items for accuracy਍ഀ SM 7- LOFT DECK਍ഀ Rnnm (Inn-Oninffnn Parameters:਍ഀ Area:਍ഀ 128 ft-2਍ഀ Perimeter:਍ഀ 47 It਍ഀ Max Snowfall:਍ഀ 24 in/day*਍ഀ Height Above਍ഀ 0 it਍ഀ Sheilding:਍ഀ 1਍ഀ Ground:਍ഀ Class:਍ഀ 2਍ഀ Space Below:਍ഀ Slab Insulation਍ഀ 47 ft2਍ഀ Area:਍ഀ Horizontal਍ഀ 0.5 in*਍ഀ Exposed Slab਍ഀ 35 It਍ഀ Heating Intensity:਍ഀ 135.28਍ഀ Insulation਍ഀ Perimeter:਍ഀ Btu/h 1112਍ഀ Thickness:਍ഀ Slab Perimeter਍ഀ 35 It਍ഀ Perimeter਍ഀ 4 ft਍ഀ Perimeter਍ഀ 2 in਍ഀ Insulation Length:਍ഀ Insulation Depth:਍ഀ Insulation਍ഀ Thickness:਍ഀ Tube Spacing:਍ഀ 10 in਍ഀ High Heating਍ഀ 0 ft2਍ഀ Intensity Area:਍ഀ 1st Layer਍ഀ 0.75 in਍ഀ Conductivity:਍ഀ 1.07 Btu/h-ft਍ഀ Thickness:਍ഀ Signature:਍ഀ DAYTON SM.rad Copyright(c) Watts Radiant਍ഀ Date:਍ഀ Page 5਍ഀ v਍ഀ Z v~਍ഀ ue_਍ഀ k og/- I vel਍ഀ x਍ഀ oc਍ഀ k਍ഀ C4਍ഀ -9 o ttd►਍ഀ No 4਍ഀ zz~਍ഀ n਍ഀ Q਍ഀ 70਍ഀ s਍ഀ IX 1 37਍ഀ IA i਍ഀ INS਍ഀ Ito਍ഀ Cry E fiat "--J O ! ~1'l - f O `y,} V~਍ഀ mow..਍ഀ ,D r - E w "00਍ഀ ,਍ഀ t਍ഀ ra N N਍ഀ T਍ഀ g C਍ഀ f C਍ഀ Q਍ഀ 77਍ഀ °'t਍ഀ r਍ഀ tdv਍ഀ ~਍ഀ e਍ഀ .~..tL.a਍ഀ Radiant Works 2002.07 Assumption Report਍ഀ 2 l Space Below:਍ഀ Area:਍ഀ 06-13-2007਍ഀ 196 ft'਍ഀ Horizontal਍ഀ 0.5 in*.਍ഀ Exposed Slab਍ഀ 31 ft਍ഀ Heating Intensity:਍ഀ 135.28਍ഀ Insulation਍ഀ Perimeter:਍ഀ Btu/h ft2਍ഀ Thickness:਍ഀ Slab Perimeter਍ഀ 31 ft਍ഀ Perimeter਍ഀ 4 ft਍ഀ Perimeter਍ഀ 2 in਍ഀ Insulation Length:਍ഀ Insulation Depth:਍ഀ Insulation਍ഀ Thickness:਍ഀ Tube Spacing:਍ഀ 10 in਍ഀ High Heating਍ഀ 0 ft2਍ഀ Intensi Area:਍ഀ 1 st Layer਍ഀ 0.75 in਍ഀ Conductivity:਍ഀ 1.07 Btu/h ft-਍ഀ Thickness:਍ഀ F*਍ഀ Zone 6 (Snowmelt) [!N" RadiantPEX}਍ഀ Min Tube Len th:਍ഀ 20 ft਍ഀ Max Tube Len th:਍ഀ 200 ft਍ഀ Circuit Roundin :਍ഀ 25 ft਍ഀ Supply Water਍ഀ 108 F਍ഀ Delta T:਍ഀ 30 F਍ഀ Manifold Distance:਍ഀ 0 ft਍ഀ Tem :਍ഀ Thickness Below਍ഀ 2 in਍ഀ Thickness Above਍ഀ 2 in਍ഀ Slab Conductivity.਍ഀ 0.81 Btu/h-ft਍ഀ Tube:਍ഀ Tube:਍ഀ F਍ഀ * Please verify the indicated items for accuracy਍ഀ SM 6- SOUTH GAME DECK਍ഀ a....... A....~f...nflnn Dmrnmatar c.਍ഀ Area:਍ഀ 483 ft2਍ഀ I~VV/11 yY..VY 4v..v਍ഀ Perimeter.਍ഀ ~਍ഀ 163 ft਍ഀ Max Snowfall:਍ഀ 24 in/day*਍ഀ Height Above਍ഀ 0 ft਍ഀ Sheilding:਍ഀ 1਍ഀ Ground:਍ഀ Class:਍ഀ 2਍ഀ Space Below:਍ഀ Slab Insulation਍ഀ 483 ft'਍ഀ Area:਍ഀ Horizontal਍ഀ 0.5 in*਍ഀ Exposed Slab਍ഀ 90 ft਍ഀ Heating Intensity:਍ഀ h਍ഀ Btu਍ഀ Insulation਍ഀ Perimeter:਍ഀ /਍ഀ W਍ഀ Thickness:਍ഀ Slab Perimeter਍ഀ 90 ft਍ഀ Perimeter਍ഀ 4 ft਍ഀ Perimeter਍ഀ 2 in਍ഀ Insulation Length:਍ഀ Insulation Depth:਍ഀ Insulation਍ഀ Thickness:਍ഀ 2਍ഀ Tube Spacing:਍ഀ 10 in਍ഀ High Heating਍ഀ 0 ft਍ഀ lntens1 Area:਍ഀ A਍ഀ 1st Layer਍ഀ 0.75 in਍ഀ Conductivity:਍ഀ Btu/h-ft਍ഀ 1.07਍ഀ *਍ഀ Thickness:਍ഀ F਍ഀ Zone 6 (Snowmelt) [!M" RadiantPEXj਍ഀ Min Tube Len th:਍ഀ 20 ft਍ഀ supply Water਍ഀ 108 F਍ഀ Tempi਍ഀ Thickness Below਍ഀ 2 in਍ഀ Tube:਍ഀ Delta T: {30਍ഀ * Please verify the indicated Items਍ഀ accuracy਍ഀ SM 6- ROOF #2਍ഀ 0਍ഀ DAYTON SM.rad Copyright(c) Watts Radiant Page 4਍ഀ Radiant Works 2002.07 Zone List 06-13-2007਍ഀ Project Information਍ഀ Project Name: DAYTON RESIDENCE਍ഀ Project Number: Project Quote:਍ഀ Designed For: KAIBAB PLUMBING਍ഀ Phone Number:਍ഀ Fax Number:਍ഀ Contact Information਍ഀ Designed By. JAKE FEAR਍ഀ Company Name: FERGUSON਍ഀ Phone Number. 303.320.4833਍ഀ Fax Number: 303.355.0408਍ഀ Notes:਍ഀ ALL DIMENSIONS PER PLANS, VERIFY.਍ഀ ALL FLOOR COVERINGS PER PLANS/CONTRACTOR. VERIFY. ANY CHANGES TO਍ഀ COVERINGS WILL VOID DESIGN AND HEAT LOSS. NOTIFY FEI OF CHANGES ASAP.਍ഀ ALL SLAB ASSUMED TO HAVE ATLEAT.5" INSULATION.਍ഀ ALL WALLS ASSUMED R19.਍ഀ v ~਍ഀ ALL CEILINGS ASSUMED R-54਍ഀ Zone 01 (Slab Application)਍ഀ Rnnm ~narifiratinnc਍ഀ Room Name਍ഀ Primary਍ഀ Primary਍ഀ Banded਍ഀ Banded਍ഀ Heating਍ഀ Required਍ഀ Radiant਍ഀ Spacing਍ഀ Area਍ഀ Spacing਍ഀ Area਍ഀ Intensity਍ഀ Heat਍ഀ Capacity਍ഀ Fin਍ഀ in਍ഀ 11A਍ഀ Btu/h਍ഀ to/h਍ഀ GARAGE਍ഀ 18਍ഀ 639਍ഀ -਍ഀ -਍ഀ 30.7਍ഀ 19,586਍ഀ 24,893਍ഀ Supply Delta T਍ഀ Fluid [°F] [°F]਍ഀ Zone S਍ഀ GPM ~Head਍ഀ ln]਍ഀ Radiant਍ഀ Panel਍ഀ Load਍ഀ Type਍ഀ Tube No. of਍ഀ Length [ft] Circuits਍ഀ 2.4਍ഀ Pump Specs RRadiant Panel Load are calculated on the sm:਍ഀ Required Heat or Radiant Capacity back and edge losses)਍ഀ 1/2"਍ഀ RadiantPE਍ഀ X਍ഀ of਍ഀ 2਍ഀ Zone 02 (Thin Slab Application਍ഀ Room S ecifications਍ഀ Room Name Primary Primary Banded Banded Heating Required Radiant਍ഀ Spacing Area Spacing Area Intensity Heat Capacity਍ഀ rrsa.. it. am Mfgdhl rBtu hi਍ഀ 12਍ഀ DAYTON RES.rad Copyright(c) Watts Radiant Page 1਍ഀ Radiant Works 2002.07 Zone List਍ഀ 7nna -Rnanifinniinns਍ഀ 06-13-2007਍ഀ Supply਍ഀ Delta T਍ഀ t਍ഀ R਍ഀ Product਍ഀ Fluid [°F]਍ഀ [°F]਍ഀ 7:਍ഀ Panel਍ഀ Type਍ഀ Length [ft]਍ഀ Circuits਍ഀ [਍ഀ 7਍ഀ Load਍ഀ Btuth਍ഀ 120਍ഀ 20਍ഀ 1.1਍ഀ 2.2਍ഀ 11,170਍ഀ 1/2"਍ഀ 175਍ഀ .2਍ഀ RadiantPE਍ഀ X਍ഀ Pump Specs & Radiant Panel Load are calculated on the smaller of਍ഀ Required Heat or Radiant Capacity back and edge losses)਍ഀ Zone 03 (Thin Slab Application)਍ഀ Rnnm .Rnpc-ifirations਍ഀ Room Name਍ഀ Primary਍ഀ Primary਍ഀ ~Banded਍ഀ Banded਍ഀ Heating਍ഀ Required਍ഀ Radiant਍ഀ Spacing਍ഀ Area਍ഀ Spacing਍ഀ Area਍ഀ Intensity਍ഀ Heat਍ഀ capacity਍ഀ [in]਍ഀ [in਍ഀ [in]਍ഀ [in਍ഀ Btu/h ft2l਍ഀ tu/h਍ഀ Btu/h਍ഀ BUNK ROOM਍ഀ 12਍ഀ 171਍ഀ ਍ഀ ਍ഀ 12.8਍ഀ 2,181਍ഀ 3,926਍ഀ BUNK਍ഀ 12਍ഀ 39਍ഀ -਍ഀ -਍ഀ 9.3਍ഀ 364਍ഀ 1,564਍ഀ BATHROOM਍ഀ Zone S ecifications਍ഀ Supply਍ഀ Delta T਍ഀ GPM਍ഀ Head਍ഀ n i t਍ഀ RP਍ഀ P਍ഀ Tube਍ഀ No. of਍ഀ Fluid [°F7਍ഀ CF]਍ഀ a਍ഀ Type਍ഀ th [ft]਍ഀ Leng਍ഀ Circuits਍ഀ Load਍ഀ Btu/h਍ഀ 120਍ഀ 20਍ഀ 0.4਍ഀ 1.5਍ഀ 3,582਍ഀ 1/2°਍ഀ 250਍ഀ 1਍ഀ RadiantPE਍ഀ X਍ഀ Pump Specs & Radiant Panel Load are calculated on the smaller of਍ഀ Required Heat or Radiant Capacity back and edge losses)਍ഀ Zone 04 (Thin Slab Application)਍ഀ Rnnm GnPr-ifir gfinns਍ഀ Room Name਍ഀ Primary਍ഀ Primary਍ഀ Banded਍ഀ Banded਍ഀ Heating਍ഀ Required਍ഀ Radiant਍ഀ Spacing਍ഀ Area਍ഀ Spacing਍ഀ Area਍ഀ Intensity਍ഀ Heat਍ഀ capacity਍ഀ in਍ഀ in਍ഀ [Btulh਍ഀ Btu/h਍ഀ [Btu/hl਍ഀ BEDROOM #4਍ഀ 12਍ഀ 166਍ഀ -਍ഀ -਍ഀ 12.9਍ഀ 2,149਍ഀ 4,001਍ഀ BATHROOM #4਍ഀ 12਍ഀ 38਍ഀ ਍ഀ -਍ഀ 9.4਍ഀ 358਍ഀ 1,528਍ഀ Zone Snec cations਍ഀ supply਍ഀ Delta T਍ഀ GPM਍ഀ Head਍ഀ Radiant਍ഀ Product਍ഀ Tube਍ഀ No. of਍ഀ Fluid [°F]਍ഀ [°F]਍ഀ [ft]਍ഀ Panel਍ഀ Type਍ഀ Length [ft]਍ഀ Circuits਍ഀ Load਍ഀ [Btulh਍ഀ 120਍ഀ 20਍ഀ 0.3਍ഀ 1.3਍ഀ 3,495਍ഀ 1/2"਍ഀ 225਍ഀ 1਍ഀ RadiantPE਍ഀ X਍ഀ Pump Specs & Radiant Panel Load are cair-watua un u+rs sinciple, v,਍ഀ DAYTON RES.rad Copyright(c) Watts Radiant Page 2਍ഀ Radiant Works 2002.07 Zone List 06-13-2007਍ഀ 7nno Cnar-ifiratinnc਍ഀ Supply -਍ഀ Delta T਍ഀ GPM਍ഀ Head਍ഀ Radiant਍ഀ Product਍ഀ Tube਍ഀ No. of਍ഀ Fluid [°F]਍ഀ (°F]਍ഀ [ft]਍ഀ Panel਍ഀ Type਍ഀ Length [ft]਍ഀ Circuits਍ഀ Load਍ഀ Btulh਍ഀ 120਍ഀ 20਍ഀ 0.5਍ഀ 0.4਍ഀ 4,829਍ഀ 112"਍ഀ 150਍ഀ 2਍ഀ RadiantPE਍ഀ X਍ഀ Pump Specs cc mauiant rw 112 LVdu 421v਍ഀ Required Heat or Radiant Capacity back and edge fosses)਍ഀ Zone 08 (Thin Slab Application)਍ഀ Room Name਍ഀ Primary਍ഀ Primary਍ഀ vBanded!਍ഀ Banded਍ഀ Heating਍ഀ Required਍ഀ Radiant਍ഀ Spacing਍ഀ Area਍ഀ Spacing਍ഀ Area਍ഀ Intensity਍ഀ Heat਍ഀ Capacity਍ഀ n਍ഀ m਍ഀ Btu/h fth਍ഀ Btu/h਍ഀ tu/h਍ഀ BEDROOM #2਍ഀ 12਍ഀ 188਍ഀ -਍ഀ -਍ഀ 17.0਍ഀ 3,190਍ഀ 4,513਍ഀ BATHROOM #2਍ഀ 12਍ഀ 50਍ഀ -਍ഀ -਍ഀ 8.7਍ഀ 436਍ഀ 2,000਍ഀ 7....e Qnenifvn~~inne਍ഀ Supply਍ഀ Delta T਍ഀ GPM਍ഀ wwHead਍ഀ Radiant਍ഀ Product਍ഀ Tube਍ഀ No. of਍ഀ Fluid [°F]਍ഀ [°F]਍ഀ [ft]਍ഀ Panel਍ഀ Type਍ഀ Length [ft]਍ഀ Circuits਍ഀ Load਍ഀ Btu/h਍ഀ 120਍ഀ 20਍ഀ 0.5਍ഀ 0.5਍ഀ 4,845਍ഀ 1/2"਍ഀ 150਍ഀ 2਍ഀ RadiantPE਍ഀ X਍ഀ Pump Specs & Mawarn rurirn Luau a.a.,o..,.......,.....਍ഀ Required Heat or Radiant Capacity back and edge fosses)਍ഀ ਍ഀ Zone 09 (Thin Slab Application)਍ഀ Room S ecifications਍ഀ d਍ഀ tin਍ഀ H਍ഀ Required਍ഀ Radiant਍ഀ Room Name਍ഀ Primary਍ഀ Spacing਍ഀ n਍ഀ Primary਍ഀ Area਍ഀ Banded਍ഀ Spacing਍ഀ [in]਍ഀ Bande਍ഀ Area਍ഀ [f t2l਍ഀ g਍ഀ ea਍ഀ Intensity਍ഀ Btu/h਍ഀ Heat਍ഀ ni28਍ഀ Capacity਍ഀ tuih਍ഀ 8 806਍ഀ ROOM 1਍ഀ F-9 -਍ഀ 12਍ഀ 3,196਍ഀ Zone Specification਍ഀ Supply Deity T GPM Head Radiant਍ഀ Fluid [°F] rn [ft] Panel਍ഀ Load਍ഀ tulh਍ഀ ~n 20 1.0 2.7 10,292਍ഀ Type Length [ft] I Circuits਍ഀ RadiantPE਍ഀ Pump specs & Radiant Panel Load are caicuiated on the smaner vi਍ഀ Required Heat or Radiant Capacity back and edge losses)਍ഀ DAYTON RES.rad Copyright(c) Watts Radiant਍ഀ Page 4਍ഀ Radiant Works 2002.07 . Zone List਍ഀ Required Heat or Radiant Capacity back and edge losses)਍ഀ 06-13-2007਍ഀ Zone 06 (Thin Slab Application)਍ഀ Rnnm Rnc-cifications਍ഀ Room Name਍ഀ Primary਍ഀ Primary਍ഀ Banded਍ഀ Banded਍ഀ Heating਍ഀ Required਍ഀ Radiant਍ഀ Spacing਍ഀ Area਍ഀ Spacing਍ഀ Area਍ഀ Intensity਍ഀ Heat਍ഀ Capacity਍ഀ in਍ഀ an]਍ഀ [ft2l਍ഀ Btu/h ft2l਍ഀ tu/h਍ഀ [Btu/਍ഀ ROD`S ROOM਍ഀ 12਍ഀ 91਍ഀ -਍ഀ -਍ഀ 21.5਍ഀ 1,953਍ഀ 2,103਍ഀ 7r-.n= Cncreifinotinnc਍ഀ Supply਍ഀ Delta T਍ഀ GPM਍ഀ Head਍ഀ Radiant਍ഀ Product਍ഀ Tube਍ഀ No. of਍ഀ Fluid rF]਍ഀ rF]਍ഀ [ft]਍ഀ Panel਍ഀ Type਍ഀ Length [ft]਍ഀ Circuits਍ഀ Load਍ഀ Btu/h਍ഀ 120਍ഀ 20਍ഀ 0.2਍ഀ 0.3਍ഀ 2,473਍ഀ 112"਍ഀ 100਍ഀ 1਍ഀ RadiantPE਍ഀ •਍ഀ X਍ഀ _L਍ഀ Pump tipecs & Kamant Yane1 Luau w t; t:aiuatatau v,, u is਍ഀ Required Heat or Radiant Capacity back and edge losses)਍ഀ Zone 06 (Thin Slab Application)਍ഀ D,,.,r" Cncrifir-z%nnQ਍ഀ Room Name਍ഀ Primary਍ഀ Primary਍ഀ Banded਍ഀ Banded਍ഀ Heating਍ഀ Required਍ഀ Radiant਍ഀ Spacing਍ഀ Area਍ഀ Spacing਍ഀ Area਍ഀ Intensity਍ഀ Heat਍ഀ Capacity਍ഀ On]਍ഀ in਍ഀ 1਍ഀ Btu1h਍ഀ [Btu/hl਍ഀ tu/h਍ഀ MEDIA ROOM਍ഀ 12਍ഀ 490਍ഀ -਍ഀ -਍ഀ 13.5਍ഀ 16਍ഀ 8਍ഀ 6 604਍ഀ 898਍ഀ 1਍ഀ 11,838਍ഀ 939਍ഀ 4਍ഀ KITCHENETTE਍ഀ 12਍ഀ 113਍ഀ -਍ഀ -਍ഀ .਍ഀ ,਍ഀ ,਍ഀ t਍ഀ d਍ഀ P਍ഀ ub਍ഀ No਍ഀ of਍ഀ Supply਍ഀ Fluid rF]਍ഀ Delta T਍ഀ rF]਍ഀ GPM਍ഀ Head਍ഀ [ft]਍ഀ Radiant਍ഀ Panel਍ഀ Load਍ഀ uc਍ഀ ro਍ഀ Type਍ഀ L~਍ഀ gth਍ഀ .਍ഀ uits਍ഀ Cir਍ഀ c਍ഀ 120਍ഀ 20਍ഀ 1.1਍ഀ 1.4਍ഀ Btu/h਍ഀ 11,366਍ഀ Rad antPE਍ഀ J਍ഀ 22਍ഀ 3਍ഀ X਍ഀ _ ,਍ഀ _ ...i..~..,t਍ഀ thn emaEt਍ഀ ar of਍ഀ Pump specs o« r%aumin vQ~ti•਍ഀ Required Heat or Radiant Capacity back and edge losses)਍ഀ Zone 07 (Thin Slab Application)਍ഀ Roam S ecifications਍ഀ Room Name Primary Primary Banded Banded Heating Required Radiant਍ഀ Intensity Heat Capacity਍ഀ Spacing Area Spacing Area਍ഀ rna..n. sm rR+nlh7 ratum਍ഀ 2਍ഀ DAYTON RES.rad Copyright(c) Watts Radiant Page 3਍ഀ Radiant Works 2002.07 Zone List 06-13-2007਍ഀ Zone 10 (Thin Slab Application)਍ഀ Do-rv% Cnorifir*~tinnc਍ഀ Room Name਍ഀ Primary਍ഀ Primary਍ഀ Banded Banded਍ഀ Heating਍ഀ Required਍ഀ Radiant਍ഀ Spacing਍ഀ Area਍ഀ Spacing Area਍ഀ Intensity਍ഀ Heat਍ഀ Capacity਍ഀ [in]਍ഀ In਍ഀ Stulh਍ഀ tulh਍ഀ tuih਍ഀ MASTER਍ഀ 6਍ഀ 582਍ഀ - -਍ഀ 33.2਍ഀ 19,310਍ഀ 15,842਍ഀ BEDROOM਍ഀ 1110 M19WOU [wV1110 1110Y JcMuac cwunmo.Y਍ഀ 7nnc Qnianifinnfinm਍ഀ Supply਍ഀ Delta T਍ഀ GPM਍ഀ - -਍ഀ Head਍ഀ -਍ഀ Radiant਍ഀ Product਍ഀ Tube਍ഀ No. of਍ഀ Fluid [°F]਍ഀ [°F]਍ഀ [ft]਍ഀ Panel਍ഀ Type਍ഀ Length [ft]਍ഀ Circuits਍ഀ Load਍ഀ Btu/h਍ഀ 120਍ഀ 20਍ഀ 1.8਍ഀ 1.4਍ഀ 17,553਍ഀ 1/2"਍ഀ 250਍ഀ 5਍ഀ RadiantPE਍ഀ X਍ഀ Pump specs & Kaoiant ranee Loaa are caloulaMU vl i U IV W 1101101 vi਍ഀ Required Heat or Radiant Capacity back and edge losses)਍ഀ Zone 11 (Thin Slab Application)਍ഀ Room S ecabons਍ഀ Room Name Primary Primary Banded Banded Heating Required Radiant਍ഀ Spacing Area Spacing Area intensity Heat_ Capacity਍ഀ 72 -----T-28.4 2,048 2,914਍ഀ BATHROOM਍ഀ 7nnra Anar_'ifiratinn-Q਍ഀ Supply਍ഀ Delta T਍ഀ GPM਍ഀ Head਍ഀ Radiant਍ഀ Product਍ഀ Tube਍ഀ No. of਍ഀ Fluid [°F]਍ഀ [°F]਍ഀ [ft]਍ഀ Panel਍ഀ Type਍ഀ Length [ft]਍ഀ Circuits਍ഀ Load਍ഀ Btu/h਍ഀ 120਍ഀ 20਍ഀ 0.2਍ഀ 0.3਍ഀ 2,187਍ഀ 1/2"਍ഀ 100਍ഀ 1਍ഀ RadiantPE਍ഀ X਍ഀ Pump specs & Kamant vanel Laaa are c:U1UU1dU!U U11 tim; ail,auGi vi਍ഀ Required Heat or Radiant Capacity back and edge losses)਍ഀ Zone 12 (Thin Slab Application)਍ഀ Rnnm gnarifiratinns਍ഀ Room Name਍ഀ Primary਍ഀ Primary਍ഀ Banded਍ഀ Banded'਍ഀ Heating਍ഀ Required਍ഀ Radiant਍ഀ Spacing਍ഀ Area਍ഀ Spacing਍ഀ Area਍ഀ Intensity਍ഀ Heat਍ഀ Capacity਍ഀ On]਍ഀ [in]਍ഀ M਍ഀ Btu/h T਍ഀ tu/h਍ഀ Btu/h਍ഀ MASTER CLOSET਍ഀ 12਍ഀ 209਍ഀ -਍ഀ -਍ഀ 18.1਍ഀ 3,782਍ഀ 4,638਍ഀ DAYTON RES.rad Copyright(c) Watts Radiant Page 5਍ഀ Radiant Works 2002.07 Zone List਍ഀ 7nna Sner-ificafinns਍ഀ 06-13-2007਍ഀ Supply਍ഀ Delta T਍ഀ GPM਍ഀ Head਍ഀ Radiant਍ഀ Product਍ഀ Tube਍ഀ No. of਍ഀ Fluid [°F]਍ഀ [°F]਍ഀ [ft]਍ഀ Panel਍ഀ Type਍ഀ Length [ft]਍ഀ Circuits਍ഀ Load਍ഀ Btu/h਍ഀ 120਍ഀ 20਍ഀ 0.8਍ഀ 1.5਍ഀ 8,174਍ഀ 1/2"਍ഀ 200਍ഀ 2਍ഀ RadiantPE਍ഀ X਍ഀ Pump Specs & Radiant Panel Load are calculated on the smauer or਍ഀ Required Heat or Radiant Capacity back and edge losses)਍ഀ Zone 13 (Thin Slab Application)਍ഀ Rnnm Snecifications਍ഀ Room Name਍ഀ Primary਍ഀ Primary਍ഀ Banded਍ഀ Banded਍ഀ Heating਍ഀ Required਍ഀ Radiant਍ഀ Spacing਍ഀ Area਍ഀ Spacing਍ഀ Area਍ഀ Intensity਍ഀ Heat਍ഀ Capacity਍ഀ m਍ഀ m਍ഀ tulh਍ഀ tufh਍ഀ LAUNDRY/HALLW਍ഀ 12਍ഀ 216਍ഀ -਍ഀ -਍ഀ 20.9਍ഀ 4,522਍ഀ 7,537਍ഀ AY਍ഀ POWDER ROOM਍ഀ 12਍ഀ 28਍ഀ -਍ഀ -਍ഀ 10.8਍ഀ 302਍ഀ 1,139਍ഀ 7nne Specifications਍ഀ Supply਍ഀ Delta T਍ഀ GPM਍ഀ Head਍ഀ Radiant਍ഀ . Product਍ഀ Tube਍ഀ No. of਍ഀ Fluid [°F]਍ഀ [°F]਍ഀ [ft]਍ഀ Panel਍ഀ Type਍ഀ Length [ft]਍ഀ Circuits਍ഀ Load਍ഀ Btu/h਍ഀ 120਍ഀ 20਍ഀ 0.5਍ഀ 0.5਍ഀ 5,159਍ഀ 112"਍ഀ 150਍ഀ 2਍ഀ RadiantPE਍ഀ X਍ഀ Pump Specs & Radiant Panel Load are calculated on the smauer oT਍ഀ Required Heat or Radiant Capacity back and edge losses)਍ഀ Zone 14 (Thin Slab Application)਍ഀ Room Specifications਍ഀ Room Name਍ഀ Primary਍ഀ Primary਍ഀ Banded਍ഀ Banded਍ഀ Heating਍ഀ Required਍ഀ Radiant਍ഀ Spacing਍ഀ Area਍ഀ Spacing਍ഀ Area਍ഀ Intensity਍ഀ Heat਍ഀ Capacity਍ഀ in਍ഀ n਍ഀ ft B਍ഀ tuth ft2j਍ഀ tulh਍ഀ Btu/h਍ഀ KITCHEN਍ഀ 12਍ഀ 166਍ഀ ਍ഀ ਍ഀ 27.3਍ഀ 4,536਍ഀ 5.874਍ഀ Zone S ecifications਍ഀ Supply਍ഀ Delta T਍ഀ GPM਍ഀ Head਍ഀ Radiant਍ഀ . Product਍ഀ Tube਍ഀ No. of਍ഀ Fluid [°F]਍ഀ [°F]਍ഀ [ft]਍ഀ Panel਍ഀ Type਍ഀ Length [ft]਍ഀ Circuits਍ഀ Load਍ഀ tu/h਍ഀ DAYTON RES.rad Copyright(c) Watts Radiant Page 6਍ഀ Radiant Works 2002.07 Zone List਍ഀ 06-13-2007਍ഀ 120਍ഀ 20਍ഀ 0.5਍ഀ 0.5਍ഀ 4,980਍ഀ 1/2" 150਍ഀ 2਍ഀ RadiantPE਍ഀ X਍ഀ Pump Specs & Radiant Panel t.oao are caicuiateo on Lne s~na~se~ ~s਍ഀ Required Heat or Radiant Capacity back and edge losses)਍ഀ Zone 15 (Thin Slab Application)਍ഀ Rnnm Snacifcations਍ഀ Room Name਍ഀ Primary਍ഀ Primary਍ഀ Banded਍ഀ Banded਍ഀ Heating਍ഀ Required਍ഀ Radiant਍ഀ Spacing਍ഀ Area਍ഀ Spacing਍ഀ Area਍ഀ Intensity਍ഀ Heat਍ഀ Capacity਍ഀ in਍ഀ [in]਍ഀ [ft2l਍ഀ Btu/h਍ഀ [Btu/hi਍ഀ Btu/h਍ഀ OFFICE਍ഀ , 12਍ഀ 101਍ഀ ਍ഀ ਍ഀ 24.1਍ഀ 2,431਍ഀ 3,382਍ഀ Zone S cations਍ഀ Suppy਍ഀ Dena T਍ഀ GPM਍ഀ Head਍ഀ Radiant਍ഀ Product਍ഀ Tube਍ഀ No. of਍ഀ Fluid [°F]਍ഀ rF]਍ഀ [ft)਍ഀ Panel਍ഀ Type਍ഀ Length [ft]਍ഀ Circuits਍ഀ Load਍ഀ Btuth਍ഀ 120਍ഀ 20਍ഀ 0.3਍ഀ 0.4਍ഀ 2,589਍ഀ 112"਍ഀ 125਍ഀ 1਍ഀ RadiantPE਍ഀ X਍ഀ Pump Specs & Radiant Panel Load are ca►cuiateo on me smaller of਍ഀ Required Heat or Radiant Capacity back and edge losses)਍ഀ Zone 16 (Thin Slab Application)਍ഀ Rnnm Rnacifications਍ഀ Room Name਍ഀ Primary਍ഀ Primary਍ഀ Banded਍ഀ Banded਍ഀ Heating਍ഀ Required਍ഀ Radiant਍ഀ Spacing਍ഀ Area਍ഀ Spacing਍ഀ Area਍ഀ Intensity਍ഀ Heat਍ഀ Capacity਍ഀ n਍ഀ n਍ഀ Btum ffl_਍ഀ Btu/h਍ഀ Btuth਍ഀ LIVING ROOM਍ഀ 12਍ഀ 787਍ഀ -਍ഀ -਍ഀ 29.4਍ഀ 23,112਍ഀ 28,714਍ഀ Zone Soecifications਍ഀ Supply਍ഀ Delta T਍ഀ GPM਍ഀ Head਍ഀ Radiant਍ഀ Product਍ഀ Tube਍ഀ No. of਍ഀ Fluid [°F]਍ഀ rF]਍ഀ [ft]਍ഀ Panel਍ഀ Type਍ഀ Length [ft]਍ഀ Circuits਍ഀ Load਍ഀ Btu/h਍ഀ 120਍ഀ 20਍ഀ 2.5਍ഀ 3.7਍ഀ 24,563਍ഀ 1/2"਍ഀ 250਍ഀ 4਍ഀ RadiantPE਍ഀ X਍ഀ Pump Specs & Radiant Panel Load are calculated on the smaller of਍ഀ Required Heat or Radiant Capacity back and edge losses)਍ഀ Zone 17 (Thin Slab Application)਍ഀ Room Specifications਍ഀ Room Name਍ഀ Primary਍ഀ Primary਍ഀ Banded਍ഀ Banded਍ഀ Heating਍ഀ Required਍ഀ Radiant਍ഀ Spacing਍ഀ Area਍ഀ Spacing਍ഀ Area਍ഀ Intensity਍ഀ Heat਍ഀ Capacity਍ഀ m਍ഀ fin]਍ഀ Iftl਍ഀ Btu/h਍ഀ Btu/h਍ഀ tu/h਍ഀ DAYTON RES.rad Copyright(c) Watts Radiant Page 7਍ഀ Radiant Works 2002.07 Zone List਍ഀ rooms may਍ഀ 7nna Gnpe..ifif-ations਍ഀ 0613-2007਍ഀ Supply਍ഀ Delta T਍ഀ GPM਍ഀ yvHead਍ഀ Radiant਍ഀ Product਍ഀ Tube਍ഀ No. of਍ഀ Fluid [°F]਍ഀ [°F]਍ഀ [ft]਍ഀ Panel਍ഀ Type਍ഀ Length [ft]਍ഀ Circuits਍ഀ Load਍ഀ Btu/h਍ഀ 120਍ഀ 20਍ഀ 1.2਍ഀ 2.4਍ഀ 11,896਍ഀ 1/2"਍ഀ 175਍ഀ 2਍ഀ RadiantPE਍ഀ X਍ഀ Pump Specs & Radiant Panel Load are calculated on the smaller of਍ഀ Required Heat or Radiant Capacity back and edge losses)਍ഀ Zone 18 (Thin Slab Application) -਍ഀ Room Specifications਍ഀ Room Name਍ഀ Primary਍ഀ Primary਍ഀ Banded਍ഀ Banded਍ഀ Heating਍ഀ Required਍ഀ Radiant਍ഀ Spacing਍ഀ Area਍ഀ Spacing਍ഀ Area਍ഀ Intensity਍ഀ Heat਍ഀ Capacity਍ഀ in਍ഀ [in]਍ഀ M9਍ഀ Btu/h ftl਍ഀ Btu/h਍ഀ tu/h਍ഀ LOFT਍ഀ 9਍ഀ 367਍ഀ -਍ഀ -਍ഀ 25.6਍ഀ 9,400਍ഀ 9,400਍ഀ Zone Specifications਍ഀ Supply਍ഀ Delta T਍ഀ GPM਍ഀ Head਍ഀ Radiant਍ഀ Product਍ഀ Tube਍ഀ No. of਍ഀ Fluid [°F]਍ഀ ["F]਍ഀ [ft]਍ഀ Panel਍ഀ Type਍ഀ Length [ft]਍ഀ Circuits਍ഀ Load਍ഀ [Btu/hl਍ഀ 120਍ഀ 20਍ഀ 1.0਍ഀ 0.9਍ഀ 10,246਍ഀ 1/2"਍ഀ 175਍ഀ 3਍ഀ RadiantPE਍ഀ X਍ഀ Pump Specs & Radiant Panel Load are calculated on the smaller of਍ഀ Required Heat or Radiant Capacity back and edge losses)਍ഀ Thermostat should be located in the room in which the radiant capacity is closest to the required਍ഀ heat.਍ഀ Project Totals਍ഀ Radiant System Pumping Specs: 16.3 GPM at 10.3 feet of head. (excluding Supply & Return਍ഀ piping.)਍ഀ Radiant System Boiler Load: 162959 Btu/h (excluding Supply & Return piping losses and Aux. Heat,਍ഀ if required)਍ഀ 7500' of 1/2* RadiantPEX਍ഀ * Report not valid unless Assumption Report has been verified.਍ഀ DAYTON RES.rad Copyright(c) Watts Radiant Page 8਍ഀ c਍ഀ x਍ഀ a਍ഀ n਍ഀ b਍ഀ b਍ഀ m਍ഀ F+਍ഀ C਍ഀ x਍ഀ m਍ഀ P.਍ഀ n਍ഀ O਍ഀ b਍ഀ O'਍ഀ a਍ഀ b਍ഀ w਍ഀ m਍ഀ N਍ഀ m਍ഀ Cf~1 P_਍ഀ m 20 ~ Z a਍ഀ N਍ഀ °a Mil਍ഀ m਍ഀ Elm਍ഀ p਍ഀ -i਍ഀ a਍ഀ K-0਍ഀ Oil!਍ഀ ~a o਍ഀ N਍ഀ O਍ഀ O਍ഀ J਍ഀ O਍ഀ N਍ഀ O਍ഀ N਍ഀ O਍ഀ v਍ഀ O਍ഀ 7਍ഀ "O਍ഀ O਍ഀ R਍ഀ F਍ഀ M਍ഀ pN਍ഀ 4਍ഀ J਍ഀ S,਍ഀ S਍ഀ d਍ഀ O਍ഀ z਍ഀ a਍ഀ n਍ഀ O਍ഀ K3਍ഀ F~਍ഀ a਍ഀ b਍ഀ ~D1਍ഀ 6਍ഀ W਍ഀ to਍ഀ ~xy਍ഀ lam!਍ഀ m਍ഀ CL਍ഀ A਍ഀ 0਍ഀ Ct਍ഀ a਍ഀ ►d਍ഀ m਍ഀ a6਍ഀ Z਍ഀ ~O਍ഀ O਍ഀ w਍ഀ O਍ഀ O਍ഀ O਍ഀ 3਍ഀ I਍ഀ C਍ഀ aC਍ഀ O਍ഀ 0਍ഀ s਍ഀ Cf਍ഀ J਍ഀ G਍ഀ b਍ഀ 0਍ഀ d਍ഀ 0਍ഀ 0਍ഀ N਍ഀ Q਍ഀ O਍ഀ V਍ഀ O.਍ഀ p਍ഀ O਍ഀ 7਍ഀ N਍ഀ D਍ഀ N਍ഀ O਍ഀ v਍ഀ r਍ഀ G਍ഀ b਍ഀ 0਍ഀ d਍ഀ 0਍ഀ tv us J!਍ഀ mill I<L਍ഀ 3਍ഀ 1!°i ~i 3N N਍ഀ N IVA mrt tag਍ഀ •f਍ഀ tor਍ഀ R' ~ V਍ഀ 3 H਍ഀ Q. c ic N o o a਍ഀ 5 J਍ഀ u਍ഀ r I_਍ഀ T• a0 ~Q ° O ~i1y~ N W਍ഀ 0 -c਍ഀ I WA਍ഀ o, D tg.਍ഀ S a $ e(A਍ഀ o਍ഀ o਍ഀ m s m m 3 J਍ഀ a਍ഀ o W ~ A ~ N W਍ഀ a ~਍ഀ e਍ഀ 0਍ഀ » x milli਍ഀ a਍ഀ eum 5 q਍ഀ a਍ഀ lig਍ഀ 3਍ഀ in m਍ഀ I o਍ഀ lie਍ഀ o~਍ഀ ~ cW ado ~ ~ j nag g e਍ഀ o਍ഀ m ~਍ഀ v਍ഀ 3਍ഀ $ u m 8 ar pN਍ഀ c I E 3 n $਍ഀ D $ N਍ഀ m S਍ഀ a ry~਍ഀ a C)਍ഀ low਍ഀ b਍ഀ m਍ഀ M਍ഀ C < 3 ~਍ഀ O O~~p e C਍ഀ b 1 101਍ഀ p' WiW • J N਍ഀ 00਍ഀ s਍ഀ 1਍ഀ O਍ഀ N਍ഀ O਍ഀ w਍ഀ i਍ഀ 21਍ഀ -W਍ഀ f$਍ഀ w਍ഀ mpm਍ഀ Ol਍ഀ h਍ഀ o਍ഀ "n o਍ഀ "y਍ഀ tr਍ഀ I਍ഀ C਍ഀ N਍ഀ QQ਍ഀ a਍ഀ T਍ഀ N਍ഀ a਍ഀ o਍ഀ t਍ഀ g਍ഀ oll਍ഀ ਍ഀ Q਍ഀ C਍ഀ p਍ഀ Ic਍ഀ o਍ഀ 3.਍ഀ 1 i਍ഀ n਍ഀ Z਍ഀ y~਍ഀ T਍ഀ I਍ഀ °਍ഀ A਍ഀ Si਍ഀ S਍ഀ S'਍ഀ 40਍ഀ w਍ഀ b਍ഀ il਍ഀ a਍ഀ ~ •਍ഀ fS'਍ഀ w do਍ഀ ~ °਍ഀ fl!਍ഀ m਍ഀ b਍ഀ o਍ഀ ~਍ഀ N਍ഀ -a਍ഀ ll਍ഀ ~਍ഀ .'P਍ഀ ~਍ഀ N਍ഀ o.਍ഀ 0਍ഀ m਍ഀ 7਍ഀ I਍ഀ sg਍ഀ N਍ഀ ~਍ഀ r~਍ഀ 0਍ഀ 1S਍ഀ r਍ഀ ,਍ഀ p਍ഀ 3਍ഀ $਍ഀ cm਍ഀ N਍ഀ N਍ഀ O਍ഀ ~਍ഀ O਍ഀ 'd਍ഀ • O j N਍ഀ ^Vl m O r਍ഀ W f਍ഀ a SG p,਍ഀ 0਍ഀ n -a਍ഀ b਍ഀ 'Pig a m਍ഀ 00 p r, O W 3 O 0000 j.,਍ഀ OO,, ~ 5x਍ഀ Z਍ഀ pig਍ഀ ~~rr g o n ,o਍ഀ ~ p a਍ഀ y 10 0 IT I w਍ഀ z ~਍ഀ W u ml T a y o਍ഀ A "n਍ഀ s g਍ഀ 177 , ~ ..C~ n 6 ^J OC਍ഀ d਍ഀ A o a o G o 0 IQ਍ഀ o m਍ഀ o਍ഀ l਍ഀ fill਍ഀ I਍ഀ I'd We 13਍ഀ a m਍ഀ T਍ഀ .tr਍ഀ ~਍ഀ ~ y਍ഀ ~਍ഀ S਍ഀ i਍ഀ s਍ഀ s਍ഀ m਍ഀ ~਍ഀ ~J਍ഀ p਍ഀ V਍ഀ v਍ഀ ~਍ഀ ~਍ഀ a਍ഀ ~਍ഀ ਍ഀ ~y਍ഀ ~਍ഀ p਍ഀ s਍ഀ yI਍ഀ 0਍ഀ a਍ഀ N਍ഀ g਍ഀ s਍ഀ ਍ഀ 3਍ഀ S਍ഀ n਍ഀ y਍ഀ T਍ഀ ~਍ഀ N਍ഀ ~਍ഀ O਍ഀ N਍ഀ ਍ഀ y਍ഀ m਍ഀ T਍ഀ ♦਍ഀ }਍ഀ O਍ഀ ਍ഀ Nq਍ഀ O਍ഀ ~਍ഀ 01਍ഀ ~਍ഀ ►d਍ഀ oq਍ഀ c਍ഀ }਍ഀ y਍ഀ W਍ഀ ~਍ഀ 3਍ഀ a਍ഀ g' 60 ~i਍ഀ O਍ഀ w਍ഀ o਍ഀ ~ a਍ഀ ~ a਍ഀ w਍ഀ y਍ഀ ro਍ഀ T਍ഀ ~਍ഀ •O਍ഀ ~਍ഀ i਍ഀ $਍ഀ 3਍ഀ ~਍ഀ ►y਍ഀ ~਍ഀ y,਍ഀ a o਍ഀ N ~਍ഀ m ~਍ഀ ~਍ഀ O਍ഀ O਍ഀ NOR Of i f it kill਍ഀ -n -m਍ഀ b, e਍ഀ a਍ഀ 0਍ഀ e O C਍ഀ a਍ഀ oo~ P o 0 0-~ w਍ഀ VIA.਍ഀ i v~਍ഀ F q ~7਍ഀ 8਍ഀ a "n is CA਍ഀ W Sgt y N਍ഀ O਍ഀ O J਍ഀ o m਍ഀ Z- > "IT਍ഀ rt -i Ell O਍ഀ 1 fill bpd਍ഀ pQ 1਍ഀ 4਍ഀ >pro 0਍ഀ S, •fih Np਍ഀ S਍ഀ O~1 ~ ~਍ഀ R s 9 # i਍ഀ z਍ഀ ^ ° co to਍ഀ m m m J °਍ഀ o a $ 4 0਍ഀ I "n _0਍ഀ a਍ഀ ? a਍ഀ lay' Q • ~ q, If I਍ഀ Q'਍ഀ ov 4-A਍ഀ a਍ഀ m o਍ഀ 31਍ഀ WWI i਍ഀ 9 a਍ഀ all਍ഀ 9਍ഀ C7਍ഀ n ~਍ഀ m o਍ഀ 6਍ഀ IRISH 1਍ഀ a਍ഀ 0਍ഀ N ~ V਍ഀ OD਍ഀ i਍ഀ • ~ ~ mgr O a਍ഀ aq cowl਍ഀ m a D fN਍ഀ OO਍ഀ ~J in m ~ n਍ഀ b ~ o~ o਍ഀ m ~ o਍ഀ LLLI -1 --1਍ഀ L$ it `7਍ഀ m ~ o਍ഀ t3. N਍ഀ n਍ഀ d਍ഀ T਍ഀ o e਍ഀ a਍ഀ o + y~ a਍ഀ QC 1਍ഀ 4 p਍ഀ a O਍ഀ N ~਍ഀ O਍ഀ Page I of 1਍ഀ H਍ഀ Irn)਍ഀ u਍ഀ UP਍ഀ 60 Hz਍ഀ 10-਍ഀ 7-਍ഀ 6-਍ഀ 5-਍ഀ 4-਍ഀ 2-਍ഀ 0 15 20 30 40 60 BO 100 150਍ഀ 0 (us GPM)਍ഀ 3 s 5 6 7 S 9 10 20 w਍ഀ Q Im31hl਍ഀ P-D਍ഀ UP 53-~5਍ഀ gam, pie R~ ,~iMPs਍ഀ ~p 43 -hD਍ഀ 40਍ഀ 30਍ഀ 20਍ഀ 15਍ഀ A3-110__..਍ഀ 53-4ro਍ഀ 53.45'i਍ഀ 1(਍ഀ Page 1 of 1਍ഀ H H਍ഀ fml tttl਍ഀ 2060਍ഀ 50਍ഀ 40਍ഀ io਍ഀ g 30਍ഀ 6਍ഀ 6 20਍ഀ 5਍ഀ 15਍ഀ 4-਍ഀ 2-਍ഀ UPS਍ഀ 60 Hz਍ഀ I 40.240਍ഀ 32•x601 44160 W160 W-160਍ഀ 7~-5i3਍ഀ 40.80:2 Sa਍ഀ 32.80 40 90/4 BO-80਍ഀ 3240 40-40 ~SO 40 80-40 10() 40਍ഀ 0 15 20 30 40 W 80 100 150 2਍ഀ 0 [US 00 ~'P 3W਍ഀ 3 4 5 6 7 8 0 10 20 30 40 50 60਍ഀ Q (m'fh]਍ഀ P-3਍ഀ i%~iMnRV GRc qOA~uP਍ഀ Series UP Circulators - closed systems਍ഀ Heating & Air conditioning਍ഀ home਍ഀ ' Back਍ഀ Page I of 1਍ഀ Prin਍ഀ Series UP Circulators - closed systems਍ഀ Industries highest quality and quietest operating HIGHLIGHTS਍ഀ heating circulators SuperBrute._a new standard਍ഀ < Rotate - > Play animation • Unmatched flexibility - 3 speed m,਍ഀ technology for easy adaptability.਍ഀ • Highest reliability - patented ED ut਍ഀ unmatched starting torque.਍ഀ • Top performance - removable,਍ഀ integrated check valve doesn't inhibi-਍ഀ water flow.਍ഀ > Where to purchase਍ഀ click left or right arrow to rotate each frame਍ഀ FEATURES਍ഀ • Built-in motor protection for long life਍ഀ • Multiple accessories for a variety of applications਍ഀ • Whisper-quiet operation for sound sensitive਍ഀ installations਍ഀ PERFORMANCE਍ഀ Performance chart is shown for reference only.਍ഀ Download the submittal data sheet for exact performance.਍ഀ CLOSED SYSTEMS 60HZ਍ഀ APPLICATIONS਍ഀ • Hydronic heating਍ഀ • Fan coil heating਍ഀ • Solar heating਍ഀ • Radiant heating systems਍ഀ 35 O UP26-1'6F਍ഀ UP26-99F਍ഀ 30 UP 43- 75 F:` UP 50- 75 F਍ഀ UP 26-96 F਍ഀ 25 UP 26- 64 F਍ഀ UP15-42FBM ED਍ഀ 20 UPS 15 - SSFIFC (Spd 3)਍ഀ UP 15-10 RIFR਍ഀ 15 UP 15-100F਍ഀ T UP26-120U਍ഀ 34਍ഀ -਍ഀ Y਍ഀ 0 5 10 15 20 25 30 35 40 45 50਍ഀ Flow (gpm)਍ഀ TECHNICAL DATA GRUNDFOS SERIES UP਍ഀ UPS 15-58FC/FRC SUPERBRUTE਍ഀ 20਍ഀ I਍ഀ Without Check Valve਍ഀ 18਍ഀ r਍ഀ ♦਍ഀ ਍ഀ ਍ഀ ਍ഀ With Check Valve਍ഀ 16਍ഀ ਍ഀ ♦਍ഀ -਍ഀ I਍ഀ 12਍ഀ ਍ഀ - -਍ഀ v਍ഀ 10਍ഀ -਍ഀ -਍ഀ - ! ♦਍ഀ ਍ഀ j -਍ഀ I਍ഀ 6਍ഀ -4-਍ഀ `਍ഀ ♦ I I਍ഀ 2 -਍ഀ -਍ഀ =਍ഀ 1` - -਍ഀ ਍ഀ -਍ഀ 0਍ഀ 0਍ഀ 2 4਍ഀ 6਍ഀ 8 10਍ഀ 12਍ഀ 14 16 18਍ഀ Flow (GPM)਍ഀ Flow range:਍ഀ 0 - 17.5 U.S. GPM਍ഀ Head range:਍ഀ 0 - 19 FEET਍ഀ Motors:਍ഀ 2 Pole, Single Phase਍ഀ Maximum fluid temperature:਍ഀ 230°F (110°C)਍ഀ Min. fluid temperature:਍ഀ 36°F (2°C)਍ഀ Maximum working pressure:਍ഀ 145 PSI਍ഀ UPS15-58FC/FRC਍ഀ AMPS਍ഀ WATTS਍ഀ HP਍ഀ CAPACITOR਍ഀ S pd. 3਍ഀ 115V Sd. 2਍ഀ 0.75਍ഀ 0.66਍ഀ - 87਍ഀ 80਍ഀ 1/25਍ഀ 1125਍ഀ lOmF/180V਍ഀ lOmF/180V਍ഀ L Spd. l਍ഀ 0.55 x਍ഀ _60਍ഀ 1/25਍ഀ lOmF/180V਍ഀ E਍ഀ D F਍ഀ Model Type਍ഀ A਍ഀ B਍ഀ C਍ഀ D਍ഀ E਍ഀ F਍ഀ Connection Type and Size਍ഀ Shipping਍ഀ Wt. (Lb.)਍ഀ UPS15-58FC/FRC਍ഀ 61/2਍ഀ 51/4਍ഀ 4਍ഀ 4 3/16਍ഀ 3਍ഀ 3 5/32਍ഀ GF 15/26 Flange - (2) 1/2" Dia. Bolt Holes਍ഀ 71/4਍ഀ 34 ~RUNO~os•N਍ഀ GENERAL DATA GRUNDFOS SERIES UP਍ഀ UPS 26-99FC/BFC SUPERBRUTE਍ഀ 30਍ഀ Without Check Valve਍ഀ ਍ഀ 25 - ` With Check Valve਍ഀ -਍ഀ 20਍ഀ ~ 15 i - i ~਍ഀ i `਍ഀ - -਍ഀ 10਍ഀ ♦ ♦ *44.਍ഀ 5 ~਍ഀ 0਍ഀ 15 20 25 30 35਍ഀ 10਍ഀ D 5਍ഀ Flow (GPM)਍ഀ Flow range: 0 - 34 U.S. GPM਍ഀ Head range: 0 - 30 FEET਍ഀ Motors: 2 Pole, Single Phase਍ഀ Maximum fluid temperature: 230°F (110°C)਍ഀ Min. fluid temperature: 36°F (2°C)਍ഀ Maximum working pressure: 145 PSI਍ഀ MODEL਍ഀ VOLTS਍ഀ AMPS਍ഀ WATTS਍ഀ HP਍ഀ CAPACITOR਍ഀ -਍ഀ ਍ഀ I਍ഀ Spd. 3਍ഀ 1.8਍ഀ 197਍ഀ 1/6 j਍ഀ 20mF/180V਍ഀ I਍ഀ 115V਍ഀ Spd_2਍ഀ -਍ഀ 1.5਍ഀ 179਍ഀ 1/6਍ഀ 20mF/180V~਍ഀ Spd. 1਍ഀ 1.3਍ഀ _ 150਍ഀ 1/6਍ഀ 20mF/180V I਍ഀ -਍ഀ _਍ഀ 230V਍ഀ Spd.3਍ഀ Spd.2਍ഀ 0.9਍ഀ 0.8਍ഀ 196਍ഀ 179਍ഀ 1/6਍ഀ 1/6਍ഀ 5mF/400V਍ഀ 1਍ഀ 5mF/400V਍ഀ _਍ഀ Sid 1਍ഀ _਍ഀ 07 _਍ഀ 150਍ഀ 1/6 _਍ഀ I -5mF/400V---਍ഀ I਍ഀ lE਍ഀ D F਍ഀ FF਍ഀ - -਍ഀ I਍ഀ Model Type i A B਍ഀ -਍ഀ ਍ഀ (਍ഀ C਍ഀ ਍ഀ D _ E਍ഀ _F਍ഀ _Connection Type and Size਍ഀ "਍ഀ Approximate਍ഀ Shipping Wt.਍ഀ - (ibs)਍ഀ ~UPS25-99FC/BFC61/2 1਍ഀ 6਍ഀ 47/8਍ഀ 3 1/2 3 7/16਍ഀ 3 5/32਍ഀ Dia. Bolt Holes਍ഀ GF 15/26 Flange (2) 1/2਍ഀ 10.3਍ഀ GRUN~FOS`:;਍ഀ 44਍ഀ GENERAL DATA GRUNDFOS SERIES UP਍ഀ UPS 43-44FC/BFC SUPERBRUTE਍ഀ 16਍ഀ 14਍ഀ 12਍ഀ 10਍ഀ 8਍ഀ 0਍ഀ 6਍ഀ 4਍ഀ 2਍ഀ 0਍ഀ 0਍ഀ 10਍ഀ 20 30 40਍ഀ 50 60਍ഀ Flow (GPM)਍ഀ Flow range: 0 - 64 U.S. GPM਍ഀ Head range: 0 - 14 FEET਍ഀ Motors: 2 Pole, Single Phase਍ഀ Maximum fluid temperature: 230°F (110°C)਍ഀ Min. fluid temperature: 32°F (0°C)਍ഀ Maximum working pressure: 145 PSI਍ഀ UPS43-WFGBFCC਍ഀ S 3਍ഀ AMPS਍ഀ 1.8਍ഀ WATTS਍ഀ 203਍ഀ HP -਍ഀ 1/6਍ഀ CAPACITOR਍ഀ 20mF/180V਍ഀ 11SV਍ഀ 5 .2਍ഀ 1.7਍ഀ 189਍ഀ 1/6਍ഀ 20mF/180V਍ഀ 5 .1਍ഀ 1.4਍ഀ 157਍ഀ 1/6_਍ഀ 20mF/180V਍ഀ Spd 3਍ഀ 0.9਍ഀ 203਍ഀ 1/6਍ഀ 5mF/400V਍ഀ 230V਍ഀ Spd. 2~਍ഀ - 0.8਍ഀ 190਍ഀ 1/6਍ഀ 5mF/400V਍ഀ Spd.1਍ഀ 0.7਍ഀ 157਍ഀ 1/6਍ഀ 5mF/400V਍ഀ E਍ഀ D I਍ഀ I L41 7਍ഀ i਍ഀ rox'unate਍ഀ A਍ഀ I਍ഀ pp਍ഀ Shimft Wt਍ഀ ModelType਍ഀ A਍ഀ B I _C_ _਍ഀ D ~਍ഀ - E-਍ഀ I. _ Connection Type and Size਍ഀ "਍ഀ -਍ഀ UP543-44FUBFC਍ഀ 8112਍ഀ 1਍ഀ b11/਍ഀ 16 51/8਍ഀ -਍ഀ 43/4 I,਍ഀ 3 3/161਍ഀ Dia. Bolt Holes I 13.6਍ഀ 1 GF 40/43 Flange - (2) 1/2਍ഀ 3 7/16਍ഀ Without Check Valve਍ഀ With Check Valve਍ഀ ;਍ഀ i਍ഀ ~਍ഀ I਍ഀ GRUNOFOS"V% 49਍ഀ Technical Data਍ഀ '਍ഀ 720਍ഀ l਍ഀ 724 B਍ഀ ves਍ഀ 4-Way Mixing Va਍ഀ rass਍ഀ -਍ഀ Literature਍ഀ - D720਍ഀ Acceptable Fluid Media - Chilled and hot water with antifreeze਍ഀ Maximum Operating Pressure਍ഀ - 146 psi (10 bar)਍ഀ (max. 600/6), consisting of ethylene glycol,਍ഀ Operating Temperature Range਍ഀ - -20 to 248°F (-28 to 1201C)਍ഀ propylene glycol, methanol, ethanol, iso-਍ഀ propanol, and anticorrosive compounds.਍ഀ Valve Body and Vane਍ഀ - CW 617N - EN 12165 Brass਍ഀ Shaft Seal਍ഀ - EPDM Perioxide "O" ring਍ഀ Not for use with fluids that contain mineral਍ഀ Main Seal਍ഀ - EPDM Perioxide "O" ring਍ഀ oil or chlorinated pool water.਍ഀ uI.਍ഀ 1.5਍ഀ 3-਍ഀ 1਍ഀ s2਍ഀ p a਍ഀ 1 0.5਍ഀ 0 0਍ഀ W਍ഀ Type਍ഀ 720਍ഀ ਍ഀ Size਍ഀ 3/4"਍ഀ CV Valu਍ഀ 7਍ഀ Dimension਍ഀ e਍ഀ 3" (76 mm)਍ഀ Dimension਍ഀ 3" (76 mm)਍ഀ Packaged Weight਍ഀ 2.2 lbs (980 g)਍ഀ 721਍ഀ 1"਍ഀ 14਍ഀ 3" (76 mm)਍ഀ 3" (76 mm)਍ഀ 1.8 Ibs (800 g)਍ഀ 722਍ഀ 1-1/4"਍ഀ 21਍ഀ 3-1/4" (82 mm)਍ഀ 3-1/4" (82 mm)਍ഀ 2.2 ibs (980 g)਍ഀ 723਍ഀ 1-1/2"਍ഀ 32਍ഀ 4-3/8"(111 mm)਍ഀ 4-3/8" (111 mm)਍ഀ 7.3lbs (3320 g)਍ഀ 724਍ഀ 2"਍ഀ 51਍ഀ 4-5/8" (119 mm)਍ഀ 4-5/8" (119 mm)਍ഀ 5.8 ibs (2640 g)਍ഀ Valve Performance 720, 721਍ഀ m'fi਍ഀ 0 1 2 3 4਍ഀ j 7201 721਍ഀ i਍ഀ i਍ഀ NoLai਍ഀ Operating਍ഀ Range I਍ഀ 1਍ഀ 3-਍ഀ 0.8਍ഀ ~ w਍ഀ 0.6 L =2-਍ഀ 0 0਍ഀ 0.4 1਍ഀ 0.2਍ഀ 0 0਍ഀ 0 2 4 6 8 10 12 14 16 18 20਍ഀ US Gal/min਍ഀ 0 3 6 9 12 15 1E਍ഀ 1.5 -਍ഀ 722 723 i 724.਍ഀ n m3/h਍ഀ 1 Normal ;਍ഀ Operating਍ഀ a Range j {਍ഀ 0.5-਍ഀ 1਍ഀ 0.8਍ഀ -o਍ഀ 0.6਍ഀ 0.4 E਍ഀ 0.2਍ഀ 0਍ഀ 0 10 20 30 40 50 60 70 80਍ഀ US Gal/min਍ഀ Limited Warranty and Product Return Or.਍ഀ Limited Warranty The liability of tekmar under this warranty is limited. The਍ഀ Purchaser, by taking receipt of any tekmar product ("Product'] acknowl-਍ഀ edges the terms of the Limited Warranty in effect at the time of such Product਍ഀ sale and acknowledges that it has read and understands same.਍ഀ The tekmar Limited Warranty to the Purchaser on the Products sold hereunder਍ഀ Is a manufacturer's pass-through warranty which the Purchaser is authorized਍ഀ to pass through to its customers. Under the Limited Warranty, each tekmar਍ഀ Product is warranted against defects in workmanship and materials if the Prod-਍ഀ uct Is installed and used in compliance with tekmar's instructions, ordinary਍ഀ wear and tear excepted. The pass-through warranty period is for a period of਍ഀ twenty-four (24) months from the production date If the Product Is not installed਍ഀ during that period, or twelve (12) months from the documented date of installa-਍ഀ tion 0 Installed within twenty-four (24) months from the production date.਍ഀ The liability of tekmar under the Limited Warranty shall be limited to, at tekmar's਍ഀ sole discretion: the cost of parts and labor provided by tekmar to repair defects in਍ഀ materials and/or workmanship of the defective product; or to the exchange of the਍ഀ defective product for a warranty replacement product; or to the granting of credit਍ഀ limited to the original cost of the defective product, and such repair, exchange or਍ഀ credit shall be the sole remedy available from tekmar, and, without limiting the਍ഀ foregoing in any way, tekmar is not responsible, in contract, tort or strict prod-਍ഀ uct liability, for any other losses, costs, expenses, inconveniences, or damages,਍ഀ whether direct, indirect, special, secondary, incidental or consequential, arising਍ഀ from ownership or use of the product, or from defects in workmanship or materials,਍ഀ including any liability for fundamental breach of contract.਍ഀ The pass-through Limited Warranty applies only to those defective Products਍ഀ returned to tekmar during the warranty period. This Limited Warranty does not਍ഀ cover the cost of the parts or labor to remove or transport the defective Product, or਍ഀ to reinstall the repaired or replacement Product, all such costs and expenses being਍ഀ subject to Purchaser's agreement and warranty with its customers.਍ഀ Any representations or warranties about the Products made by Purchaser to its਍ഀ customers which are different from or in excess of the tekmar Limited Warranty are਍ഀ Valve Performance 722, 723, 724਍ഀ the Purchaser's sole responsibility and obligation. Purchaser shall indemnify and਍ഀ hold tekmar harmless from and against any and all claims, liabilities and damages਍ഀ of any kind or nature which arise out of or are related to any such representations਍ഀ or warranties by Purchaser to its customers.਍ഀ The pass-through Limited Warranty does not apply if the returned Product has਍ഀ been damaged by negligence by persons other than tekmar, accident, fire, Act਍ഀ of God, abuse or misuse; or has been damaged by modifications, alterations or਍ഀ attachments made subsequent to purchase which have not been authorized by਍ഀ tekmar; or if the Product was not installed in compliance with tekmar's instructions਍ഀ and/or the local codes and ordinances; or if due to defective installation of the਍ഀ Product; or if the Product was not used in compliance with tekmar's instructions.਍ഀ THIS WARRANTY IS IN LIEU OF ALL OTHER WARRANTIES, EXPRESS OR਍ഀ IMPLIED, WHICH THE GOVERNING LAW ALLOWS PARTIES TO CONTRACTU-਍ഀ ALLY EXCLUDE, INCLUDING, WITHOUT LIMITATION, IMPLIED WARRANTIES OF਍ഀ MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE, DURABIL-਍ഀ ITY OR DESCRIPTION OF THE PRODUCT, ITS NON-INFRINGEMENT OF ANY਍ഀ RELEVANT PATENTS OR TRADEMARKS, AND ITS COMPLIANCE WITH OR NON-਍ഀ VIOLATION OF ANY APPLICABLE ENVIRONMENTAL, HEALTH OR SAFETY LEG-਍ഀ ISLATION; THE TERM OF ANY OTHER WARRANTY NOT HEREBY CONTRAC-਍ഀ TUALLY EXCLUDED IS LIMITED SUCH THAT IT SHALL NOT EXTEND BEYOND਍ഀ TWENTY-FOUR (24) MONTHS FROM THE PRODUCTION DATE, TO THE EXTENT਍ഀ THAT SUCH LIMITATION IS ALLOWED BY THE GOVERNING LAW.਍ഀ Product Warranty Return Procedure All Products that are believed to have਍ഀ defects in workmanship or materials must be returned, together with a written਍ഀ description of the defect, to the tekmar Representative assigned to the territory in਍ഀ which such Product is located. If tekmar receives an inquiry from someone other਍ഀ than a tekmar Representative, including an inquiry from Purchaser (if not a tekmar਍ഀ Representative) or Purchaser's customers, regarding a potential warranty claim,਍ഀ tekmar's sole obligation shall be to provide the address and other contact informa-਍ഀ tion regarding the appropriate Representative.਍ഀ ® tekmar Control Systems Ltd., Canada਍ഀ telmr tekmar Control Systems, Inc., U.S.A.਍ഀ Control Systems Head Office: 5100 Silver Star Road਍ഀ Vernon, B.C. Canada V1B 3K4਍ഀ (250) 545-7749 Fax. (250) 545-0650਍ഀ Web Site: www.tekmarcontrols.com਍ഀ Product design, software and literature are Copyright @ 2007 by: 2 of 2 All specifications are subject to change without notice. 4%r-਍ഀ 'tekmar Control Systems ltd. and tekmar Control Systems. Inc. Printed in Canada. D720 - 05/07.਍ഀ D720਍ഀ 05/07਍ഀ The 4-Way Brass Mixing Valves 720, 721, 722, 723, and 724 are used to mix supply water from਍ഀ a heat source with water returning from a system. They are designed for use in either closed਍ഀ loop or open loop hydronic systems. All valves have standard female NPT threads. The valve਍ഀ provides a maximum leak through rate of 1 % to allow for water expansion during temperature਍ഀ changes. The valve position can be manually set using the handle. An Actuating Motor 741 can਍ഀ be used to automatically operate the valve.਍ഀ Sequence of Operation਍ഀ When the flap is in the fully closed position,਍ഀ 100% of the boiler supply water is returned਍ഀ to the boiler and 100% of the heating system਍ഀ return water is supplied to the system. When਍ഀ the valve flap is in the fully open position,਍ഀ 100% of the boiler supply water enters the਍ഀ heating system and 100% of the heating਍ഀ system return water returns to the boiler.਍ഀ Mixing of the water takes place when the valve਍ഀ flap is in an intermediate position.਍ഀ Valve in closed position Valve 500/6 position Valve fully open਍ഀ Installation - F `਍ഀ STEP ONE GETTING READY਍ഀ Check the contents of the package. If any of the items listed below are missing or damaged, please refer to the Limited Warranty਍ഀ and Product Return Procedure on the back of this brochure and contact your wholesaler or local tekmar representative.਍ഀ Types 720 - 724 include -One Mixing Valve & One Data Brochure D 720਍ഀ STEP TWO MOUNTING਍ഀ Clockwise to Open਍ഀ Counter Clockwise to Open਍ഀ valve to system਍ഀ Valve਍ഀ to system਍ഀ Closed 4਍ഀ Closed਍ഀ Til਍ഀ Remove the "C" clip from the਍ഀ As delivered, no਍ഀ shaft. Turn over the indicator਍ഀ Is changes required.਍ഀ ~"ti r਍ഀ plate in order to reverse the਍ഀ from from਍ഀ '਍ഀ from਍ഀ from਍ഀ il਍ഀ scale. Re-install the indicator਍ഀ system਍ഀ boiler਍ഀ system਍ഀ bo਍ഀ er਍ഀ plate, "C" clip and handle.਍ഀ (components shown below)਍ഀ ®਍ഀ to boiler਍ഀ to boiler਍ഀ Replacement Parts਍ഀ The Mixing Valve Handle Kit M3047 contains a replacement਍ഀ manual valve handle, a brass screw, a "C" clip, and a position਍ഀ indicator plate.਍ഀ 1 of 2਍ഀ o :3 5 ~S~਍ഀ o਍ഀ O਍ഀ brass਍ഀ screw਍ഀ "C" clip਍ഀ handle਍ഀ indicator plate਍ഀ © 2007 ftIun D 720 - 05/07਍ഀ Water Heater Specifications A Trion Tube਍ഀ Nat Watu f '਍ഀ C,਍ഀ Thermostat਍ഀ & Cover Plate਍ഀ Air Vent਍ഀ Cold Water਍ഀ Inlet 0਍ഀ F਍ഀ E਍ഀ Top View਍ഀ Hot Water਍ഀ Outlet਍ഀ Auxiliary਍ഀ Connection਍ഀ B<਍ഀ Re਍ഀ Boile਍ഀ Suppl਍ഀ Rear View਍ഀ Water਍ഀ det਍ഀ Model਍ഀ Smart 20਍ഀ Smart 30਍ഀ Smart 40਍ഀ Smart 50਍ഀ Smart 60਍ഀ Smart 80਍ഀ Smart 100਍ഀ Smart 120਍ഀ Capacity਍ഀ Gal.਍ഀ Domestic਍ഀ 22਍ഀ 28਍ഀ 36਍ഀ 46਍ഀ 56਍ഀ 70਍ഀ 95਍ഀ 119਍ഀ Boiler਍ഀ 5਍ഀ 5਍ഀ 6਍ഀ 8਍ഀ 8਍ഀ 14਍ഀ 25਍ഀ 30਍ഀ Heating surface਍ഀ Sq. Ft.਍ഀ 11਍ഀ 13਍ഀ 16਍ഀ 20਍ഀ 24਍ഀ 29਍ഀ 36਍ഀ 40਍ഀ Boiler head loss at minimum flow਍ഀ Ft.਍ഀ 3/4਍ഀ 314਍ഀ 1਍ഀ 11/4਍ഀ 11/2਍ഀ 2਍ഀ 2਍ഀ 21/2਍ഀ Piping connections਍ഀ Inches਍ഀ Domestic਍ഀ 0਍ഀ 3/4਍ഀ 3/4਍ഀ 3/4਍ഀ 3/4਍ഀ 3/4਍ഀ 11/2਍ഀ 11/2਍ഀ 11/2਍ഀ Boiler਍ഀ 0਍ഀ 1਍ഀ 1਍ഀ 1਍ഀ 11/4਍ഀ 11/4਍ഀ 1 1/2਍ഀ 1 1/2਍ഀ 2਍ഀ Auxiliary਍ഀ 0਍ഀ 3/4਍ഀ 3/4਍ഀ 3/4਍ഀ 3/4਍ഀ 3/4਍ഀ 11/2਍ഀ 11/2਍ഀ 11/2਍ഀ Dimensions਍ഀ Inches਍ഀ A਍ഀ 32਍ഀ 38਍ഀ 46਍ഀ 57਍ഀ 66਍ഀ 61਍ഀ 78਍ഀ 72਍ഀ B਍ഀ 9਍ഀ 9਍ഀ 9਍ഀ 9਍ഀ 9਍ഀ 10਍ഀ 10਍ഀ 10਍ഀ C਍ഀ 24਍ഀ 30਍ഀ 38਍ഀ 49਍ഀ 58਍ഀ 501/2਍ഀ 501/2਍ഀ 64਍ഀ D਍ഀ 22਍ഀ 22਍ഀ 22਍ഀ 22਍ഀ 22਍ഀ 26਍ഀ 26਍ഀ 32਍ഀ E਍ഀ 14਍ഀ 14਍ഀ 14਍ഀ 14਍ഀ 14਍ഀ 101/2਍ഀ 10 1/2਍ഀ 101/2਍ഀ F਍ഀ 6਍ഀ 6਍ഀ 6਍ഀ 6਍ഀ 6਍ഀ 101/2਍ഀ 10 1/2਍ഀ 5਍ഀ Drywell length਍ഀ Inches਍ഀ 14਍ഀ 25਍ഀ 29਍ഀ 37਍ഀ 47਍ഀ 47਍ഀ 51਍ഀ 51਍ഀ Empty weight਍ഀ Lbs.਍ഀ 100਍ഀ 115਍ഀ 135਍ഀ 165਍ഀ 190਍ഀ 315਍ഀ 390਍ഀ 524਍ഀ Auxiliary਍ഀ Performances A TriongleTubs਍ഀ ~t W~~ J tr਍ഀ Model਍ഀ Boiler Heating਍ഀ Capacity MBH਍ഀ Peak Flow਍ഀ Gal./ 10 min.਍ഀ 1st Hour Flow਍ഀ Gal./Hour਍ഀ Continuous Flow਍ഀ Gal./Hour਍ഀ Circulator਍ഀ Min. GPM਍ഀ SMART 20਍ഀ 70਍ഀ 35਍ഀ 110਍ഀ 95਍ഀ 5਍ഀ SMART 30਍ഀ 76਍ഀ 40਍ഀ 125਍ഀ 100਍ഀ 5਍ഀ SMART 40਍ഀ 106਍ഀ 50਍ഀ 170਍ഀ 140਍ഀ 7਍ഀ SMART 50਍ഀ 121਍ഀ 65਍ഀ 200਍ഀ 160਍ഀ 8਍ഀ SMART 60਍ഀ 243਍ഀ 100਍ഀ 370਍ഀ 325਍ഀ 16਍ഀ SMART 80਍ഀ 285਍ഀ 120਍ഀ 435਍ഀ 380਍ഀ 18਍ഀ SMART 100਍ഀ 337਍ഀ 150਍ഀ 525਍ഀ 450਍ഀ 25਍ഀ SMART 120਍ഀ 420਍ഀ 190਍ഀ 650਍ഀ 560਍ഀ 28਍ഀ Conditions: 50° F Domestic Cold Water Inlet Temperature਍ഀ 140°F Domestic Hot water Outlet Temperature਍ഀ 200°F Boiler Water Supply Temperature਍ഀ Model਍ഀ Boiler Heating਍ഀ Capacity MBH਍ഀ Peak Flow਍ഀ Gal./10 min.਍ഀ 1 st Hour Flow਍ഀ Gal./Hour਍ഀ Continuous Flow਍ഀ Gal./Hour਍ഀ Circulator਍ഀ Min. GPM਍ഀ SMART 20਍ഀ 95਍ഀ 50਍ഀ 195਍ഀ 175਍ഀ 6਍ഀ SMART 30਍ഀ 115਍ഀ 60਍ഀ 235਍ഀ 210਍ഀ 8਍ഀ SMART 40਍ഀ 130਍ഀ 70਍ഀ 270਍ഀ 240਍ഀ 9਍ഀ SMART 50਍ഀ 180਍ഀ 95਍ഀ 370਍ഀ 330਍ഀ 12਍ഀ SMART 60਍ഀ 320਍ഀ 145਍ഀ 635਍ഀ 590਍ഀ 21਍ഀ SMART 80਍ഀ 340਍ഀ 165਍ഀ 690਍ഀ 630਍ഀ 24਍ഀ SMART 100਍ഀ 380਍ഀ 185਍ഀ 775਍ഀ 700਍ഀ 26਍ഀ SMART 120਍ഀ 445਍ഀ 235਍ഀ 915਍ഀ 820਍ഀ 30਍ഀ Conditions: 50° F Domestic Cold Water Inlet Temperature਍ഀ 115°F Domestic Hot water Outlet Temperature਍ഀ 200°F Boiler Water Supply Temperature਍ഀ uioo•esnenienal tpRpaJ'ALM ► OOZL"698"666 •OLOL"696"666 .pl਍ഀ 089Z6 v3'lswo.4 elIel . suel Aau86aa 00902 3AIVA 31JHM-03U਍ഀ Z'S਍ഀ L'Z਍ഀ ' l਍ഀ b' L਍ഀ 6'਍ഀ 9'਍ഀ sql -'LM਍ഀ Lb਍ഀ OE਍ഀ 6L਍ഀ tlL਍ഀ TL਍ഀ TV਍ഀ Ao਍ഀ lL'9਍ഀ LVt,਍ഀ 6'£਍ഀ WE਍ഀ LS'Z਍ഀ 9£'Z਍ഀ Ll਍ഀ 89'L਍ഀ £'9਍ഀ Z£'9਍ഀ ES'ti਍ഀ t6'E਍ഀ 9l'£਍ഀ l਍ഀ 9L'tl਍ഀ L'E਍ഀ EZ'E਍ഀ 9L'Z਍ഀ Z£'Z਍ഀ £6' L਍ഀ H਍ഀ SZ' L਍ഀ 0' l਍ഀ 9L'਍ഀ SL'਍ഀ S'਍ഀ 9L£'਍ഀ £P਍ഀ EE L'Z਍ഀ EE9' l਍ഀ ME' L਍ഀ Ml L਍ഀ l88'਍ഀ LE9'਍ഀ xelry op਍ഀ 8Z L'Z਍ഀ 9Z9' L਍ഀ 8LE' L਍ഀ SZ l' L਍ഀ LL8'਍ഀ LZ9'਍ഀ UM OP਍ഀ L6' L਍ഀ 89' L਍ഀ 9Z' L਍ഀ 86'਍ഀ 6L'਍ഀ 69'਍ഀ LP਍ഀ Z਍ഀ Z/L-L਍ഀ V/L-L਍ഀ L਍ഀ V/E਍ഀ an਍ഀ azlS਍ഀ elea aAIeA'8 (•sql-S040ul) s;yfiiayM `suoisuawla਍ഀ -਍ഀ laogS passaidwoo਍ഀ LaiIse!o਍ഀ b਍ഀ t,0E-oi7zv਍ഀ IooLS SSalulelS਍ഀ uaalog਍ഀ E਍ഀ 009E80-Z9s਍ഀ azuoig 4sa0਍ഀ deo਍ഀ Z਍ഀ 009£8o-Z9a਍ഀ ezuojg lseo਍ഀ Apog਍ഀ L਍ഀ uolleal;loadg਍ഀ lelaalew਍ഀ uolidliosea਍ഀ wall਍ഀ suoi}eoilioodS V slelieloW਍ഀ 09 l਍ഀ 9L L਍ഀ OOZ਍ഀ 093਍ഀ (VIS6 OPw6਍ഀ 00Z਍ഀ OSZ਍ഀ OOE਍ഀ 00Z਍ഀ Z£g W1Sb)਍ഀ 9LZ਍ഀ 09E਍ഀ OOb਍ഀ 09L਍ഀ Auowlluy਍ഀ 00£਍ഀ OOt,਍ഀ 009਍ഀ 00 L਍ഀ Ull 9-96਍ഀ X-24-Z਍ഀ wZ-.ti/VL਍ഀ J-,.8/E਍ഀ =1 -6op਍ഀ slulo!਍ഀ (ISd) ainssald 6u!Njom wnwlxeihl਍ഀ dwal 6uiNjoM਍ഀ u! pasn aaplos਍ഀ ajnssaad uhPoM uo਍ഀ ;oauu03਍ഀ 08-dS-SSW •਍ഀ lno uealo ql!m deo papeaayl .਍ഀ uaaaos gsen 02; laals ssalulelS •਍ഀ spu3 JOPioS .਍ഀ Apoe azuae .਍ഀ JOM #006 / dSM #09l਍ഀ sainjeej Ionpoad਍ഀ U;-«Z/0 aaulealS aaploS ozuoa8 AM਍ഀ 8L8£ # ein6i j਍ഀ 6£ 109 11 's}4619H alepualo `anlad uopueJ8 41JON 9Z ' Oul 'Lwa4loa!ds 90OZ਍ഀ (Aluo eouaialai 101 suoisuawi(I)਍ഀ MOO਍ഀ IN1091਍ഀ W19Z1਍ഀ W1001਍ഀ 1:I9L0਍ഀ -UrA 'oN lapolN਍ഀ .਍ഀ ov਍ഀ OE਍ഀ 91਍ഀ M਍ഀ oaf}਍ഀ w mold਍ഀ 9'8਍ഀ 9'17਍ഀ 017਍ഀ 9'E਍ഀ 0'£਍ഀ sql 14 !aM਍ഀ ZK਍ഀ ਍ഀ Z/►਍ഀ `d/N਍ഀ sa40ul a਍ഀ Z'9਍ഀ TE਍ഀ 9'E਍ഀ 9'£਍ഀ i7e਍ഀ sa4ou 1਍ഀ £'Z਍ഀ 91਍ഀ 91਍ഀ 8'0਍ഀ sa43ul 14਍ഀ 8'01਍ഀ V6਍ഀ 8'L਍ഀ 0'L਍ഀ 0'9਍ഀ s24oul 1H਍ഀ 0'b਍ഀ 9'Z਍ഀ 9'Z਍ഀ 9'Z਍ഀ 9 Z਍ഀ sa4oul 0਍ഀ J਍ഀ "WE਍ഀ 1dN azlg a ld p਍ഀ :saIoN਍ഀ -AoOLZ ain}eja uaal ugeia o -xelN਍ഀ is 091 ainssaad u1)ljoM -RUIN਍ഀ Ja oo wrnpaVy ulosal o5਍ഀ uo}!n u!a o਍ഀ uo3!n le s਍ഀ snojja:j-uoN 1801-਍ഀ ssei8 peaH 3uan਍ഀ sseae Po8਍ഀ :suoijeogpeas਍ഀ ..Z਍ഀ uolleool ezls MOIJ lepovy e1਍ഀ :am je}uasaada~j਍ഀ :iopealuoo਍ഀ :jaau16u3਍ഀ :aweN qof਍ഀ aoleulwII3 v,alggngoaoiw aoiunr ®MuanoJidS਍ഀ s barn਍ഀ elea le:glwgnS (,)wa3HJ IIdS਍ഀ RWV਍ഀ Product Features਍ഀ • 150#WSP / 600# WOG਍ഀ • Forged Brass Body਍ഀ • Full Port਍ഀ • Adjustable Packing਍ഀ • Solder Ends਍ഀ • Blowout Proof Stem਍ഀ • NSF 1/2"-2"਍ഀ Figure # 5595F਍ഀ Brass Ball Valve (1/2"-2")਍ഀ Pressure/Temperature Ratings਍ഀ 600 PSI from 15F to 160E 150 PSI MAX at 366F਍ഀ Connect਍ഀ ion Working Pressure਍ഀ Solder used in਍ഀ Working Temp਍ഀ Maximum working pressure (PSI)਍ഀ joints਍ഀ deg. F਍ഀ 3/8'1 "਍ഀ 1-114"-2"਍ഀ 2-1/2"-3"਍ഀ 95-5 Tin਍ഀ 100਍ഀ 500਍ഀ 400਍ഀ 300਍ഀ Antimony਍ഀ 150਍ഀ 400਍ഀ 350਍ഀ 275਍ഀ (ASTM B32਍ഀ 200਍ഀ 300਍ഀ 250਍ഀ 200਍ഀ grade 957A)਍ഀ 250਍ഀ 200਍ഀ 175਍ഀ 150਍ഀ Materials & Specifications਍ഀ Item਍ഀ Description਍ഀ Material਍ഀ Specification਍ഀ 1਍ഀ Body਍ഀ Brass਍ഀ B283 C37700਍ഀ 2਍ഀ End Piece਍ഀ Brass਍ഀ B283 C37700਍ഀ 3਍ഀ Bali਍ഀ Brass/Chrome Plated਍ഀ B283 C37700਍ഀ 4਍ഀ Seat਍ഀ PTFE਍ഀ PTFE਍ഀ 5਍ഀ Stem਍ഀ Brass਍ഀ B124 C37700਍ഀ 6਍ഀ Packing਍ഀ PTFE਍ഀ PTFE਍ഀ 7਍ഀ Packing Nut਍ഀ Brass਍ഀ B124 C37700਍ഀ 8਍ഀ Handle਍ഀ Zinc plated steel਍ഀ A36 Dacromet਍ഀ 9਍ഀ Handle Nut਍ഀ Zinc plated steel਍ഀ A36 Dacromet਍ഀ 10਍ഀ I.D. Information਍ഀ N/A਍ഀ N/A਍ഀ Dimensions, Weights (inches-lbs.) & Valve Data਍ഀ Size਍ഀ 1/2਍ഀ 314਍ഀ 1਍ഀ 1-1/4਍ഀ 1-1/2਍ഀ 2਍ഀ A਍ഀ 627-਍ഀ .631਍ഀ .877-਍ഀ .881਍ഀ 1.128-਍ഀ 1.131਍ഀ 1.378-਍ഀ 1.381਍ഀ 1.628-਍ഀ 1.632਍ഀ 2.128-਍ഀ 2.132਍ഀ C਍ഀ .51਍ഀ .75਍ഀ .91਍ഀ .97਍ഀ 1.09਍ഀ 1.34਍ഀ H਍ഀ 2.13਍ഀ 2.26਍ഀ 2.57਍ഀ 2.79਍ഀ 3.28਍ഀ 3.58਍ഀ L਍ഀ 3.60਍ഀ 3.60਍ഀ 4.98਍ഀ 4.98਍ഀ 5.57਍ഀ 5.57਍ഀ P਍ഀ .59਍ഀ .79਍ഀ .98਍ഀ 1.26਍ഀ 1.57਍ഀ 1.97਍ഀ Cv਍ഀ 15਍ഀ 30਍ഀ 60਍ഀ 110਍ഀ 130਍ഀ 360਍ഀ Wt.- lbs.਍ഀ .4਍ഀ .6਍ഀ 1਍ഀ 1.4਍ഀ 2.4਍ഀ 3.4਍ഀ 9਍ഀ 8਍ഀ L਍ഀ at,I - A .਍ഀ C਍ഀ RW RED-WHITE VALVE 20600 Regency Lane • lake Forest, CA 92630਍ഀ tel: 949.859.1010 • fax: 949.859.7200 • www.redwhkevalveuss.com਍ഀ 2 3 A ` 5਍ഀ A਍ഀ KAIBAB PLUMBING INC.਍ഀ CUSTOM PLUMPING / HEATING / SNOWMELT SYSTEMS਍ഀ August 4, 2V-V7਍ഀ Dayton Residence gas system਍ഀ The natural gas system consists of Sched 40 Black iron pipe, with a run of yellow poly to an outdoor਍ഀ fire pit.਍ഀ There will be a 2# delivery pressure to (2)regulators.਍ഀ R-1 will serve the two Lochinvar KBN 500 boilers in mechanical room.਍ഀ R-2 will serve the remaining fixtures in the residence-਍ഀ One fireplace, one cook top, one BBQ, one fire pit, one patio heater, and two clothes dryers.਍ഀ Regulators 1 & 2- Maxitrol Mdl.325-7L਍ഀ Total house load is 2,335 MBH਍ഀ Gas value is 808 BTU/Cult.਍ഀ Total adjusted system demand is 2,889CFH਍ഀ Sizing completed per I.F.G.C.2003਍ഀ Med. Pressure per chart #402.4(3)਍ഀ Low Pressure per chart #402.4(2)਍ഀ Please see attached schematic for specific line sizing and approximate install lengths.਍ഀ Thank you,਍ഀ J.W. Sutherland਍ഀ P.O.BOX 1451 EAGLE COLORADO 81631 (970)390-7735 (970)328-7732(F)਍ഀ J਍ഀ F਍ഀ g਍ഀ VN਍ഀ of਍ഀ 70਍ഀ i°਍ഀ ਍ഀ e਍ഀ 1਍ഀ ~਍ഀ i਍ഀ l਍ഀ 46਍ഀ x਍ഀ y:਍ഀ 1਍ഀ to r਍ഀ 3਍ഀ i਍ഀ '7►਍ഀ $w~ in"""s.਍ഀ i਍ഀ ,,.rte਍ഀ ਍ഀ \਍ഀ ~਍ഀ ~਍ഀ KAIBAB PLUMBING INC.਍ഀ CUSTOM PLUMBING / HEATING / SNOWMELT SYSTEMS਍ഀ P.O.I OX 1451 EAGLE COLORADO 81631 (970)390-7735 (970)328-773L(F)਍ഀ Dayton Residence Control Package਍ഀ The following is an outline of the proposed Tekmar control system for the boiler and heating systems.਍ഀ As outlined, the Teknet 4 system controls modulation of both boilers simultaneously. Although the design਍ഀ requirements of the system now require the boilers to provide primarily outlet and return temperatures outside the਍ഀ condensing range of the boilers, some adjustments are allowable to maintain a lower supply temperature during਍ഀ radiant heat calls with no other boiler requests.਍ഀ All thermostats are Pulse Width Modulation models with Two stage units in the Master bedroom and Game room.਍ഀ Temperature control of the following zones will be via remote mounted thermostats with Room Temperature Units਍ഀ mounted in the rooms. This will prevent guests from over adjusting the thermostats in common areas.਍ഀ Zone #2-਍ഀ Entry਍ഀ Zone#13-਍ഀ laundry, powder, hall, pantry਍ഀ Zone#14-਍ഀ Kitchen਍ഀ Zone#16-਍ഀ Living room, Dining room਍ഀ Zone#17-਍ഀ Game room਍ഀ Zone#18-਍ഀ Loft਍ഀ Unoccupied settings will setback house temperature, setback or interrupt domestic hot water production, and਍ഀ interrupt snowmelt operation (if desired). Setback of spa temperature is possible, but requires co-ordination with਍ഀ the spa contractor in order to integrate into their control system.਍ഀ Material and component cost for the system outlined will be $7,490.00.਍ഀ Wiring and programming costs will be $3,200.00਍ഀ Total cost of DDC system as outlined $10,690.00਍ഀ Thank you,਍ഀ J.W.Sutherland਍ഀ Kaibab Plumbing Inc.਍ഀ Z਍ഀ O਍ഀ c: Cp -i਍ഀ Q਍ഀ ✓ CD 0਍ഀ 0਍ഀ s/, r਍ഀ CD W਍ഀ CD਍ഀ r^ ~਍ഀ CD 401 CD਍ഀ O਍ഀ 0 (n਍ഀ 2 CD਍ഀ C3 n਍ഀ ~਍ഀ Q਍ഀ ਍ഀ Z਍ഀ 0਍ഀ .-r਍ഀ T਍ഀ N "7CD CD਍ഀ CD ~ ~਍ഀ "S਍ഀ -CDI਍ഀ CL a਍ഀ 0 -41਍ഀ CD 0਍ഀ L਍ഀ C਍ഀ c >~z਍ഀ n਍ഀ Y !C ~ r਍ഀ V਍ഀ 3 co਍ഀ Z਍ഀ v co਍ഀ z਍ഀ ਍ഀ ਍ഀ yJu਍ഀ R6.-਍ഀ t਍ഀ L਍ഀ g ; ~ awrr਍ഀ z x gam,਍ഀ O਍ഀ 7'਍ഀ Q਍ഀ M਍ഀ 'L c਍ഀ R R਍ഀ ~I a=਍ഀ E y r਍ഀ F4 '਍ഀ iv D, R2਍ഀ R ~f * s a + a਍ഀ x x r_ W2਍ഀ 4਍ഀ zr n਍ഀ F-਍ഀ O਍ഀ Z਍ഀ R~਍ഀ 7C5਍ഀ O਍ഀ a~਍ഀ \਍ഀ f਍ഀ S਍ഀ h਍ഀ 1QV`਍ഀ Z਍ഀ !a਍ഀ ~਍ഀ -਍ഀ X ~਍ഀ .;a਍ഀ FAV!਍ഀ a਍ഀ .਍ഀ 9਍ഀ a਍ഀ . i is-x਍ഀ a਍ഀ =9 _ s਍ഀ i } ~ t g S d <਍ഀ a a'al਍ഀ a x਍ഀ 4 tla਍ഀ • j35 3 r aea਍ഀ a .Sec Sz a਍ഀ t -਍ഀ a਍ഀ ai਍ഀ a YI~~} X E~ a਍ഀ 'fir਍ഀ D. t~sa p~ .3਍ഀ it਍ഀ ^a ~ ~ ~ {a਍ഀ f ~a਍ഀ a t u {a਍ഀ is a਍ഀ ®tl਍ഀ ~a,j `txaaxeaxaxx~.g ;਍ഀ N਍ഀ 0਍ഀ ZI%਍ഀ 77Z਍ഀ C਍ഀ 1 1਍ഀ Q਍ഀ O਍ഀ fn਍ഀ CD਍ഀ CA C3 ~਍ഀ ~ n਍ഀ O਍ഀ CZ 3 ct?਍ഀ p N਍ഀ --n਍ഀ =r CD਍ഀ O :਍ഀ CD 0 Cn਍ഀ 3 N਍ഀ CD O CD਍ഀ -0਍ഀ C਍ഀ -0 0਍ഀ Cn਍ഀ C7 O਍ഀ 0 =਍ഀ to z਍ഀ O਍ഀ CD CD਍ഀ m m਍ഀ a਍ഀ :lz਍ഀ cn਍ഀ z z਍ഀ 19਍ഀ N.਍ഀ t"~਍ഀ :n਍ഀ s ~਍ഀ -1 7਍ഀ M਍ഀ m਍ഀ R਍ഀ V਍ഀ Z਍ഀ O਍ഀ CD CD਍ഀ cC਍ഀ ca਍ഀ 41਍ഀ C ~਍ഀ O਍ഀ ~ i਍ഀ O਍ഀ 3਍ഀ von਍ഀ '਍ഀ :਍ഀ ,਍ഀ .਍ഀ CD 0਍ഀ O਍ഀ N਍ഀ ` c਍ഀ r~ ^਍ഀ (D CD V/਍ഀ ਍ഀ CD਍ഀ CD O਍ഀ O O਍ഀ f)਍ഀ ਍ഀ ਍ഀ n (਍ഀ ਍ഀ ਍ഀ .°-rs਍ഀ n਍ഀ O਍ഀ Q :3਍ഀ O CD਍ഀ o਍ഀ CD਍ഀ CD਍ഀ 2)਍ഀ 0)਍ഀ CD਍ഀ Z)਍ഀ C਍ഀ r਍ഀ O਍ഀ Q਍ഀ C-N਍ഀ D਍ഀ V J਍ഀ x ~਍ഀ aY਍ഀ v 4਍ഀ aTJ a਍ഀ M਍ഀ LL਍ഀ ~ ~vs਍ഀ s~਍ഀ NO਍ഀ I I਍ഀ jr n਍ഀ P ¢ E r~਍ഀ i0਍ഀ m਍ഀ saI਍ഀ "WA਍ഀ IVA68਍ഀ tt਍ഀ lilt਍ഀ N਍ഀ v਍ഀ 0਍ഀ K਍ഀ '਍ഀ - ~z਍ഀ C 1਍ഀ _l f਍ഀ Z਍ഀ v CD਍ഀ CD਍ഀ c cn਍ഀ 0mg-਍ഀ cn CL. ~਍ഀ 0਍ഀ O਍ഀ CL 3 ca਍ഀ 0਍ഀ o਍ഀ ਍ഀ CD 2)਍ഀ CD਍ഀ < G਍ഀ CD O CD਍ഀ ~ r *3਍ഀ cn਍ഀ 5.0਍ഀ 0 o਍ഀ 0 CD਍ഀ Z਍ഀ O਍ഀ 5'਍ഀ ~ -0 m਍ഀ sv਍ഀ CL Q਍ഀ 71਍ഀ RS਍ഀ ZIN਍ഀ 4਍ഀ h~਍ഀ Cn਍ഀ _Y-਍ഀ t~t a=m਍ഀ ELM਍ഀ ~c਍ഀ `z਍ഀ '਍ഀ C਍ഀ ~਍ഀ ~਍ഀ s਍ഀ t਍ഀ EI਍ഀ t਍ഀ s਍ഀ Es a਍ഀ ~{S~ SCR. ggL.~ ♦~7਍ഀ 4p _ e p,~ b riMi਍ഀ it it D ; v਍ഀ m਍ഀ w m.' 4 O਍ഀ ® § Ise਍ഀ & =~§1਍ഀ ° gl਍ഀ 3 > r਍ഀ g 43 3਍ഀ tie;਍ഀ F਍ഀ O਍ഀ Q਍ഀ y਍ഀ n਍ഀ Iii^4਍ഀ z਍ഀ 0਍ഀ C N਍ഀ 03਍ഀ c in਍ഀ =਍ഀ in CL਍ഀ O਍ഀ g. 3਍ഀ 0਍ഀ =r CD਍ഀ O 3਍ഀ = to਍ഀ ro W਍ഀ C਍ഀ CD o rn਍ഀ v਍ഀ c' gj to਍ഀ 1. 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C਍ഀ C O VOi਍ഀ fA N਍ഀ O` 0 O਍ഀ O ,C,D^ `!C਍ഀ VI Z਍ഀ O਍ഀ V V਍ഀ CD cD CD਍ഀ CD CD਍ഀ ~ cz, ca.਍ഀ 3K਍ഀ ~R 77਍ഀ }਍ഀ i"tf਍ഀ 91,਍ഀ V਍ഀ rn਍ഀ i਍ഀ 7਍ഀ 7਍ഀ \1਍ഀ 8਍ഀ x਍ഀ L-_਍ഀ M i r਍ഀ L'਍ഀ Y r਍ഀ L ; e~ w਍ഀ i਍ഀ 3 E ~਍ഀ 4 Y ~Y1਍ഀ F~਍ഀ d?fi s਍ഀ moo਍ഀ Pr *4 TRai਍ഀ i਍ഀ 12਍ഀ r S-ell ® lit਍ഀ L9 Y F 3Z s.਍ഀ Y O਍ഀ SAY a਍ഀ Lax Y dn: t y & ~਍ഀ L a prarrr.F~:~ q-਍ഀ u਍ഀ P=:਍ഀ ~ 8s ?਍ഀ f-਍ഀ s਍ഀ O਍ഀ : O਍ഀ 5਍ഀ Z਍ഀ r3਍ഀ 7CS਍ഀ sa਍ഀ Y਍ഀ t਍ഀ ਍ഀ =਍ഀ g ga਍ഀ •਍ഀ i j§yAf}਍ഀ ii਍ഀ <਍ഀ .a਍ഀ 2਍ഀ ~ t 5 Six਍ഀ ' i਍ഀ a਍ഀ qY S d F? t if a਍ഀ tld਍ഀ i 4਍ഀ Lt_ L At}਍ഀ i਍ഀ ~2਍ഀ S~ Sf fj~਍ഀ s''਍ഀ Ps~y S{਍ഀ ~਍ഀ fa਍ഀ z਍ഀ c4਍ഀ i਍ഀ q਍ഀ ਍ഀ 1 lift਍ഀ cR਍ഀ Ya਍ഀ a p ~f'a਍ഀ _g਍ഀ A਍ഀ ` E 2 j[2#਍ഀ O਍ഀ t਍ഀ E}਍ഀ 3•਍ഀ t਍ഀ g਍ഀ S਍ഀ a n਍ഀ x f ~਍ഀ R਍ഀ ~I਍ഀ .਍ഀ rfi਍ഀ 21਍ഀ _ -਍ഀ g਍ഀ 77਍ഀ / V਍ഀ Z਍ഀ z਍ഀ 1~33਍ഀ o਍ഀ CD਍ഀ C C਍ഀ D਍ഀ .਍ഀ c CD਍ഀ 777਍ഀ sv -0਍ഀ C v,਍ഀ CD਍ഀ 3਍ഀ ZR਍ഀ a਍ഀ cc਍ഀ v 0਍ഀ cn਍ഀ =r CD਍ഀ rrt਍ഀ G਍ഀ ~਍ഀ S ' X਍ഀ f a ~ z਍ഀ f1਍ഀ Cc L਍ഀ -਍ഀ CD Q) (n਍ഀ 7z਍ഀ -਍ഀ R 4਍ഀ CD਍ഀ y਍ഀ s਍ഀ = a਍ഀ N਍ഀ <਍ഀ ®i਍ഀ c਍ഀ O਍ഀ CD O CD਍ഀ C਍ഀ o਍ഀ r- 0਍ഀ 0਍ഀ O਍ഀ j਍ഀ x਍ഀ Z਍ഀ o਍ഀ 2) CD਍ഀ W਍ഀ 0.0 0਍ഀ CL਍ഀ s~਍ഀ cn Z਍ഀ y਍ഀ z਍ഀ ~਍ഀ Q਍ഀ O਍ഀ z਍ഀ CD CD CD਍ഀ (U਍ഀ Q਍ഀ .਍ഀ Q਍ഀ cr O਍ഀ 4਍ഀ ਍ഀ 7M਍ഀ z਍ഀ VNN਍ഀ z਍ഀ C਍ഀ z਍ഀ itt ~਍ഀ ~਍ഀ 2਍ഀ W਍ഀ \1਍ഀ s਍ഀ g਍ഀ N਍ഀ r਍ഀ N਍ഀ m਍ഀ 0਍ഀ C਍ഀ x਍ഀ {਍ഀ c਍ഀ 0਍ഀ NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT਍ഀ MWA*VE'਍ഀ Town of Vail, Community Development, 75 South Frontage Road, Vail, Colorado 81657਍ഀ p. 970-479-2139 f. 970.479.2452 inspections. 970.479.2149਍ഀ MECHANICAL PERMIT਍ഀ NSFR਍ഀ Job Address: 344 BEAVER DAM RD VAIL਍ഀ Location.....: 344 BEAVER DAM RD਍ഀ Parcel No...: 210107113012਍ഀ OWNER DAYTON, JOHN W. & ARLENE J. 07/17/2008਍ഀ 2703 ROUTH STNE਍ഀ DALLAS਍ഀ TX 75201਍ഀ APPLICANT VIERECK FIREPLACE SALES, INC 07/17/2008 Phone: (952) 440-5620਍ഀ 16151 MAIN AVENUE 5E਍ഀ PRIOR LAKE਍ഀ MINNESOTA 55372਍ഀ License: 397-M਍ഀ CONTRACTOR VIERECK FIREPLACE SALES, INC 07/17/2008 Phone: (952) 440-5620਍ഀ 16151 MAIN AVENUE 5E਍ഀ PRIOR LAKE਍ഀ MINNESOTA 55372਍ഀ License: 397-M਍ഀ Desciption: INSTALL INDOOR GAS FIREPLACE AND OUTDOOR FIREPIT਍ഀ Valuation: $12,000.00਍ഀ ALL TIMES਍ഀ Permit M08-0170 <<~~਍ഀ Project਍ഀ Status਍ഀ Applied਍ഀ Issued. . .਍ഀ Expires .਍ഀ PRJ06-0162਍ഀ ISSUED਍ഀ 07/17/2008਍ഀ 10/31/2008਍ഀ 04/29/2009਍ഀ ..................~~.~,k.~.....~~~x~....~~~.......~.FEE SUMMARY~~~~.....~~~~,~x..~..,..,~~~.,.~,~...x...,,.,....~........,t....~.,...,~....««.,................਍ഀ Mechanical Permit Fee---> $240.00 Will Call > $4.00 Total Calculated Fees $304.00਍ഀ Plan Check > $60.00 Use Tax Fee------ > $0.00 Additional Fees-----------> $0.00਍ഀ Investigation-----------------> $0.00 TOTAL PERMIT FEE---> $304.00਍ഀ Total Calculated Fees--> $304.00 Payments-----------------> $304.00਍ഀ BALANCE DUE--------- > $0.00਍ഀ APPROVALS਍ഀ Item: 05100 BUILDING DEPARTMENT਍ഀ 07/18/2008 GCD Action: DN OUTDOOR FIRE FEATURES REQUIRE DRB APPLICATION AND਍ഀ APROVAL. SUBMIT INSTALLTION INSTRUCTIONS; FOR BURNER, CONTROLS, AND PLAN SHOWING DETAIL FOR਍ഀ CONSTRUCTION.਍ഀ 10/28/2008 GCD Action: AP਍ഀ CONDITION OF APPROVAL਍ഀ Cond: 12਍ഀ (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.਍ഀ Cond: 25਍ഀ (BLDG.): GAS APPLIANCES SHALL BE VENTED ACCORDING TO CHAPTER 5 OF THE 2003 IFGC.਍ഀ DECLARATIONS਍ഀ I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information਍ഀ as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure਍ഀ according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town਍ഀ applicable thereto.਍ഀ REQUESTS - 4 FOR j~JS rCJN .5t"LL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM 8:0(਍ഀ ~00਍ഀ Date਍ഀ Name਍ഀ m e ch ca n ica I_pe rm it_041908਍ഀ kO'TE: THIS PERMIT MUST BE POSTED ON JOBSITE AT਍ഀ MWO Vv .਍ഀ Town of Vail, Community Development, 75 South Frontage Road, Vail, Colorado 81657਍ഀ p. 970-479-2139 f. 970.479.2452 inspections. 970.479.2149਍ഀ ALL TIMES਍ഀ MECHANICAL PERMIT਍ഀ NSFR਍ഀ Job Address: 344 BEAVER DAM RD VAIL਍ഀ Location.....:਍ഀ Parcel No...: 210107113012਍ഀ OWNER DAYTON, JOHN W. & ARLENE J. 09/04/2008਍ഀ 2703 ROUTH STNE਍ഀ DALLAS਍ഀ TX 75201਍ഀ APPLICANT SKYLINE MECHANICAL਍ഀ P.O. BOX 1258਍ഀ GYPSUM਍ഀ CO 81637਍ഀ License: 121-M਍ഀ CONTRACTOR SKYLINE MECHANICAL਍ഀ P.O. BOX 1258਍ഀ GYPSUM਍ഀ CO 81637਍ഀ License: 121-M਍ഀ 09/04/2008 Phone: 970-524-6809਍ഀ 09/04/2008 Phone: 970-524-6809਍ഀ Desciption: NEW SINGLE FAMILY RESIDENCE (SFR): INSTALL VENTILATION, AIR਍ഀ CONDITIONING AND HUMIDIFICATION SYSTEMS.਍ഀ Valuation: $30,000.00਍ഀ Permit M08-0220 X01 ?਍ഀ Project਍ഀ Status਍ഀ Applied਍ഀ Issued. . .਍ഀ Expires,਍ഀ ਍ഀ PRJ06-0162਍ഀ ISSUED਍ഀ 09/04/2008਍ഀ 09/04/2008਍ഀ 03/03/2009਍ഀ ............................t. ********•*****"*******FEE SUMMARY......*..«*.......«.....*****............,.*.................+..........««..਍ഀ Mechanical Permit Fee---> $600.00 Will Call > $4.00 Total Calculated Fees $754.00਍ഀ Plan Check > $150.00 Use Tax Fee------ > $0.00 Additional Fees-----------> $55.00਍ഀ Investigation-----------------> $0.00 TOTAL PERMIT FEE---> $809.00਍ഀ Total Calculated Fees--> $754.00 Payments-----------------> $809.00਍ഀ BALANCE DUE--------- > $0.00਍ഀ APPROVALS਍ഀ Item: 05100 BUILDING DEPARTMENT਍ഀ 09/04/2008 JLE Action: AP਍ഀ CONDITION OF APPROVAL਍ഀ Cond: 12਍ഀ (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.਍ഀ DECLARATIONS਍ഀ I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information਍ഀ as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure਍ഀ according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town਍ഀ applicable thereto.਍ഀ REQUESTS FOR INSPECTION SHALL BE MADE TWENTY -BUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM 8:0(਍ഀ AM - 4 PM.਍ഀ Signature of Owner or Contractor਍ഀ Print Name਍ഀ / / ~ C਍ഀ ate਍ഀ mechcan ical_perm it_041908਍ഀ F਍ഀ TOWN OF VAIL, COLORADO਍ഀ Statement਍ഀ Statement Number: R080001545 Amount: $809.00 09/04/200804:38 PM਍ഀ Payment Method: Check Init: SAB਍ഀ Notation: 13538਍ഀ skyline਍ഀ mechanical਍ഀ ਍ഀ Permit No: M08-0220 Type: MECHANICAL PERMIT਍ഀ ਍ഀ Parcel No: 2101-071-1301-2਍ഀ Site Address: 344 BEAVER DAM RD VAIL਍ഀ Location:਍ഀ Total Fees:਍ഀ $809.00਍ഀ This Payment: $809.00 Total ALL Pmts:਍ഀ $809.00਍ഀ Balance:਍ഀ $0.00਍ഀ ACCOUNT ITEM LIST:਍ഀ Account Code Description Curre਍ഀ ਍ഀ nt Pmts਍ഀ ਍ഀ CL 00100003123000 CONTRACTOR LICENSES਍ഀ ਍ഀ 55.00਍ഀ MP 00100003111100 MECHANICAL PERMIT FEES਍ഀ 600.00਍ഀ PF 00100003112300 PLAN CHECK FEES਍ഀ 150.00਍ഀ WC 00100003112800 WILL CALL INSPECTION FEE਍ഀ 4.00਍ഀ Sep 04 2008 10:50AM Skyline Mechanical INC. 970-524-6810਍ഀ p.1਍ഀ 4 794਍ഀ - 1? Yj਍ഀ Mechanical Room Lavout drawn to scalp to include:਍ഀ Mechanical Room Dimensions਍ഀ Combustion Air Duct Size and Location਍ഀ Flue, Vent and Gas Line Size and Location਍ഀ Hest Lose Calculations਍ഀ Equipment Cut / Spec Sheets਍ഀ Project Address਍ഀ ( L Project V਍ഀ _.......J......._'.V..'eo ~/~e Bullding Permit R^7-_0/2g਍ഀ Contractor Information 1%਍ഀ 'Mechanical Permit#: M਍ഀ Company: nCLQ 2 D-o਍ഀ Company Address r਍ഀ Detailed Description of Work: P~,r le! 14 L਍ഀ c:ty:1T l~Gr t staters-sz zip: 7 •6 l f~'1'~ t਍ഀ a..'V਍ഀ Contact Name: rK਍ഀ Contact Ph: _S [f'.-~~f~a 9 Cell:਍ഀ E-Mail: jftdO C•1~i4•V/ L਍ഀ a se additional sheet If necessary)਍ഀ i • Town of Vail Contractor Registration No: Complete Valuation for Mechanical Permit:਍ഀ ~t MechanicaI$ %0 47~ Q®0਍ഀ onttacthor Si naturo (ro ulred)਍ഀ 9 q਍ഀ Property Information਍ഀ Work Class:਍ഀ Parcel਍ഀ 210(Q211 '3 d਍ഀ New Y) Addition ( ) Remodel਍ഀ "w਍ഀ Legal Oescriptio : Lot # _ o 3_, Bilk #__,2 _਍ഀ Boller Location:਍ഀ b਍ഀ i਍ഀ i਍ഀ i਍ഀ Ira/ 1਍ഀ Interior ( ) Exterior ( )਍ഀ v਍ഀ %਍ഀ Su਍ഀ d਍ഀ s਍ഀ on:਍ഀ No/Type Existing Fireplaces:਍ഀ A਍ഀ Job Name: nn v A਍ഀ YAo --f/ Ae r਍ഀ Gas Appliances( ) Gas Logs (਍ഀ J਍ഀ Owner Name: Q A~T"y TO 1~it/ of l~ P.r/e਍ഀ Nam ype Proposed Fireplaces:਍ഀ Nlailtrio Address:E2B3 [h! t& S~ Oil ajjS.M Appliances( ) Gas Logs (਍ഀ (For Pa: cel f Contia Eagle County assessors Office at 870-328-8840 or v sit r਍ഀ ~਍ഀ Buildin਍ഀ T਍ഀ e;਍ഀ www.eaglecounty.us/patie)਍ഀ g਍ഀ yp਍ഀ Single-Family Two-Family਍ഀ Architect( ) Designer( ) Engineer( )਍ഀ Commercial( ) Townhome (਍ഀ )਍ഀ Name:਍ഀ Phone:਍ഀ Fax:਍ഀ E-Mail:਍ഀ Date Received:਍ഀ Repair ( )Other(਍ഀ )਍ഀ Other ( )਍ഀ Wood/Pellet ( )਍ഀ Wood/Pellet ( )਍ഀ Multi-Family ( )਍ഀ Other( )਍ഀ LA Cb਍ഀ TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT਍ഀ 75 S. FRONTAGE ROAD਍ഀ VAIL, CO 81657਍ഀ 970-479-2138਍ഀ NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES਍ഀ PLUMBING PERMIT਍ഀ Job Address: 344 BEAVER DAM RD VAIL਍ഀ Location.....: 344 BEAVER DAM RD਍ഀ Parcel No...: 210107113012਍ഀ Legal Description: .yam _p਍ഀ Project No :਍ഀ OWNER DAYTON, JOHN W. & ARLENE J. 08/14/2007਍ഀ 2703 ROUTH STNE਍ഀ DALLAS਍ഀ TX 75201਍ഀ APPLICANT KAIBAB PLUMBING INC਍ഀ P.O. BOX 1451਍ഀ EAGLE਍ഀ CO 81631਍ഀ License: 282-P਍ഀ CONTRACTOR KAIBAB PLUMBING INC਍ഀ P.O. BOX 1451਍ഀ EAGLE਍ഀ CO 81631਍ഀ License: 282-P਍ഀ Permit P07-0121਍ഀ _t06' 0S~t I -ZO -GkR਍ഀ Status਍ഀ ISSUED਍ഀ Applied..:਍ഀ 08/14/2007਍ഀ Issued .਍ഀ 08/31/2007਍ഀ Expires.਍ഀ 02/27/2008਍ഀ 08/14/2007 Phone: 970-390-7735਍ഀ 08/14/2007 Phone: 970-390-7735਍ഀ Desciption: ROUGH PLUMBING, ROOF DRAINAGE, NATURAL GAS SYSTEM਍ഀ Valuation: $82,855.00਍ഀ Fireplace Information: Restricted: # of Gas Appliances: # of Gas Logs: # of Wood Pallet:਍ഀ FEE SUMMARY਍ഀ Plumbing $1,245.00 Restuarant Plan Review-->਍ഀ $0.00 Total Calculated Fees $1,559.25਍ഀ Plan Check $311.25 TOTAL FEES--------------> $1,559.25 Additional Fees-----------> $0.00਍ഀ Investigation-> $0.00 Total Permit Fee---------- > $1, 559.25਍ഀ Will Call-----> $3 .0 0 Payments > $1,559.25਍ഀ BALANCE DUE--------- > $0. 00਍ഀ Item: 05100 BUILDING DEPARTMENT਍ഀ 08/14/2007 cgunion Action: AP਍ഀ Item: 05600 FIRE DEPARTMENT਍ഀ CONDITION OF APPROVAL਍ഀ Cond: 12਍ഀ (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.਍ഀ ਍ഀ DECLARATIONS਍ഀ I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan,਍ഀ and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all਍ഀ Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review਍ഀ approved, International Building and Residential Codes and other਍ഀ REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN਍ഀ of the Twan applicabl਍ഀ ANCE Bl' ;VELYPHONE\AT 479-2149 OR AT਍ഀ FROM 8:00 AM - 4 PM.਍ഀ SIGPATURE4WOW-NER OR VONTRACTOR FOR HIMSELF AND OWNER਍ഀ TOWN OF VAIL, COLORADO਍ഀ Statement਍ഀ Statement Number:਍ഀ R070001741 Amount: $1,559.25 08/31/200710:28 AM਍ഀ Payment Method:਍ഀ Check Init: LT਍ഀ Notation: Temp਍ഀ Bank Check /਍ഀ ਍ഀ Permit No:਍ഀ ਍ഀ P07-0121 Type: PLUMBING PERMIT਍ഀ ਍ഀ Parcel No:਍ഀ 2101-071-1301-2਍ഀ Site Address:਍ഀ 344 BEAVER DAM RD VAIL਍ഀ Location:਍ഀ 344 BEAVER DAM RD਍ഀ Total Fees:਍ഀ $1,559.25਍ഀ This Payment:਍ഀ $1,559.25 Total ALL Pmts:਍ഀ $1,559.25਍ഀ Balance:਍ഀ $0.00਍ഀ ACCOUNT ITEM LIST:਍ഀ Account Code਍ഀ ਍ഀ Description਍ഀ ਍ഀ Current Pmts਍ഀ PF 00100003112300਍ഀ ਍ഀ PLAN CHECK FEES਍ഀ ਍ഀ 311.25਍ഀ PP 00100003111100਍ഀ PLUMBING PERMIT FEES਍ഀ 1,245.00਍ഀ WC 00100003112800਍ഀ ਍ഀ WILL CALL INSPECTION FEE਍ഀ ਍ഀ 3.00਍ഀ ਍ഀ Jk਍ഀ TOi~' O'V਍ഀ APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNS b਍ഀ Project V਍ഀ Building Permit਍ഀ Plumbing Permit 6: ~A7 -਍ഀ (I sped ns਍ഀ 970-479-2149਍ഀ l਍ഀ 75 S. Frontage Rd. C . Z਍ഀ Vail, Colorado 81657 I T਍ഀ TOWN OF "IL PLUMBING PERMIT APPLICATION਍ഀ CONTRACTOR INFORMATION਍ഀ Plumbing Co tr or: Town of Vail Reg. No.: ILI-W ontact Person and Phone #'s:਍ഀ PA 1- Ig b/u 2e2 -P .਍ഀ E-Mail Address: a~ Jj v~ b~~v JAG ,q ov Fax 170 3Z~5 '7-132_਍ഀ Co act S' na re:਍ഀ / L_CO~PLETE VALUATION FOR PLUMBING PERMIT (Labor & Materials)਍ഀ PLUMBING: $ 6 2-e6S O਍ഀ le'^HN&V Ac~nccneC nfti/'o ~t 07n_ ~7R_RRQA nr vicit mlww PA/71P-lniin}V f nm fnr Par! Pl਍ഀ Parcel #਍ഀ Job Name: rl~lS Ls5/Nc਍ഀ Job Address: 3~ B਍ഀ Legal Description Lot: Ib 11 Block: 21 Filing:਍ഀ _਍ഀ Subdivision:਍ഀ Owners Name: DA-YTpl,'J Address:਍ഀ Phone:਍ഀ Engineer: ~ vor Address:਍ഀ Phone:਍ഀ Detailed description of work: RC)Q M 61 t~'3y਍ഀ N A E?਍ഀ Work Class: New Addition( ) Alteration ( )਍ഀ Repair ( )਍ഀ Other ( )਍ഀ Type of Bldg.: Single-family Duplex ( ) Multi-family ( )਍ഀ Commercial(਍ഀ ) Restaurant( ) Other(਍ഀ )਍ഀ No. of Existing Dwelling Units in this building:਍ഀ No. of Accommodation Units in this building:਍ഀ **************************FOR OFFICE USE ONLY*********************************਍ഀ F:\cdev\FORMS\PERMITS\Building\plumbing_permit_11-23-2005.doc Page 1 of 1 11/23/2005਍ഀ 07-01-2009 Inspection Request Reporting Page 15਍ഀ 4:00 pm Vail, CO - City Of਍ഀ Requested Inspect Date: Thursday, July 02, 2009਍ഀ Inspection Area: CG਍ഀ Site Address: 344 BEAVER DAM RD VAIL਍ഀ 344 BEAVER DAM RD਍ഀ A/P/D Information਍ഀ Activity: M08-0005 Type: B-MECH Sub Type: ASFR Status: ISSUED਍ഀ Const Type: Occupancy: Use: Insp Area: CG਍ഀ Owner: DAYTON, JOHN W. & ARLENE J.਍ഀ Contractor: KAIBAB PLUMBING INC. Phone: 970-390-7735਍ഀ Description: INSTALL INFL HEAT, I,OWMELT, SPA HEAT SUPPLY AND HYDRONIC CONTROLS਍ഀ ,Peg Item: 90 MECH-Final Requested Time: 04:30 PM਍ഀ Requestor: KAIBAB PLUMBING IN / JW Phone: 970-390-7735, JW਍ഀ Comments: FINAL INFLOOR HE , SPA, MECH RM਍ഀ Assigned To: JMONDRAGON Entered By: LCAMPBELL K਍ഀ Action: Time Exp:਍ഀ ti਍ഀ Inspection History C਍ഀ Item: 200 MECH-Rough਍ഀ Item: 310 MECH-Heafing Approved਍ഀ 03/04/08 Inspector: JRM Action: PA PARTIAL APPROVAL਍ഀ Comment: IN FLOOR HEAT OF GARGAE ONLY 100 # AIR TEST਍ഀ 07/30/08 Inspector: JGG Action: AP APPROVED਍ഀ Comment: Wirsbo pressure tested at 90psi. OK.਍ഀ 03/17/09 Inspector: JRM Action: AP APPROVED਍ഀ Comment: ALL INFLOOR HEAT COMPLETE 100 # AIR TEST਍ഀ Item:਍ഀ 315 PLMB-Gas Piping਍ഀ Item:਍ഀ 320 MECH-Exhaust Hoods਍ഀ Item:਍ഀ 330 MECH-Supply Air਍ഀ Item:਍ഀ 340 MECH-Misc.਍ഀ Item:਍ഀ 390 MECH-Final਍ഀ REPT131਍ഀ 11਍ഀ Run Id: 9940਍ഀ 07-15-2009 Inspection Request Reporting Page 16਍ഀ 8:05 am Vail, CO - City 0f਍ഀ Requested Inspect Date: Wednesday, July 15, 2009਍ഀ Inspection Area: GRG਍ഀ Site Address: 344 BEAVER DAM RD VAIL਍ഀ 344 BEAVER DAM RD਍ഀ A/P/D Information਍ഀ Activity: M08-0170 Type: B-MECH Sub Type: NSFR Status: ISSUED਍ഀ Const Type: Occupancy: Use: Insp Area: GRG਍ഀ Owner: DAYTON, JOHN W. & ARLENE J.਍ഀ Contractor: VIERECK FIREPLACE SALES, INC. Phone: (952) 440-5620਍ഀ Description: INSTALL INDOOR GAS FIREPLACE AND OUTDOOR FIREPIT਍ഀ Requested Inspe਍ഀ Item:਍ഀ Requestor:਍ഀ Comments:਍ഀ Assigned To:਍ഀ Action-਍ഀ Comment.:਍ഀ Comment:਍ഀ ction s਍ഀ 390 MECH-Final਍ഀ FIREPLACE MITCH਍ഀ JMONDRAGON਍ഀ Time Exp:਍ഀ u oor ire pi was OK, in operation.਍ഀ Trim to be installed later.਍ഀ Indor fireplace roughed in OK, ue Si਍ഀ installed on Lutron system pri to js;਍ഀ Requested Time: 02:00 PM਍ഀ Phone:਍ഀ Entered By: SHAHN K਍ഀ w/ s ut-off valve and long key shut-off on left side.਍ഀ ratin (auto-damper). Key pad controls to be਍ഀ Inspection History਍ഀ Item:਍ഀ 200 MECH-Rough Approved਍ഀ 11/10/08਍ഀ Inspector: GCD Acti਍ഀ Comment:਍ഀ Item:਍ഀ 315 PLMB-Gas P਍ഀ iping਍ഀ Item:਍ഀ 340 MECH-Misc.਍ഀ 09/24/08਍ഀ Inspector: GCD Action: DN DENIED਍ഀ Comment:਍ഀ PERMIT IN DENIED STATUS਍ഀ Item:਍ഀ 390 MECH-Final਍ഀ Approved਍ഀ 01/22/09਍ഀ Comment:਍ഀ Inspector: JGG Action: AP APPROVED਍ഀ Outdoor fire pit was OK, in operation. AGA regulator w/ shut-off valve and long key shut-off on left਍ഀ side. Trim to be installed later.਍ഀ 01/22/09਍ഀ Inspector: JGG Action: AP APPROVED਍ഀ Comment:਍ഀ Indor fireplace roughed in OK, flue Sentinel was operating (auto-damper). Key pad controls to be਍ഀ installed on Lutron system prior to issuance of C of O.਍ഀ REPT131 Run Id: 10019਍ഀ 07-01-2009 Inspection Request Re orting Page 16਍ഀ 4:00 pm Vail, CO - City Of਍ഀ Requested Inspect Date: Thursday, July 02, 2009਍ഀ Inspection Area: JRM਍ഀ Site Address: 344 BEAVER DAM RD VAIL਍ഀ A/P/D Information਍ഀ Activity: M08-0220 Type: B-MECH Sub Type: NSFR Status: ISSUED਍ഀ Const Type: Occupancy: Use: Insp Area: JRM਍ഀ Owner: DAYTON, JOHN W. & ARLENE J.਍ഀ Contractor: SKYLINE MECHANICAL Phone: 970-524-6809਍ഀ Description: NEW SINGLE FAMILY RESIDENCE (SFR): INSTALL VENTILATION, AIR CONDITIONING AND਍ഀ HUMIDIFICATION SYSTEMS.਍ഀ Requested Inspecti,਍ഀ m: 0 MECH-Final Requested Time: 02:00 PM਍ഀ R uestor: S YLINE MECHANICAL Phone: 970-524-6809਍ഀ mments: 524-6809਍ഀ signed To: JMONDRAG Entered By: JMONDRAGON K਍ഀ Action: Time Exp:਍ഀ Inspection History਍ഀ Item: 200 MECH-Rough਍ഀ 09/05/08 Inspector:਍ഀ Comment: HVAC DU਍ഀ PROVIDE਍ഀ PROVIDE਍ഀ Item: 310 MECH-Heating਍ഀ Item: 340 MECH-Misc.਍ഀ Item: 390 MECH-Final਍ഀ REPT131਍ഀ Run Id: 9940਍ഀ ~(L~o਍ഀ 07-01-2009 Inspection Request Reporting Page 19਍ഀ 4:00 pm Vail, C_. 0f਍ഀ Requested Inspect Date: Thursday, July 02, 2009਍ഀ Inspection Area: c਍ഀ Site Address: 324 BEAVER DAM RD VAIL਍ഀ 344 BEAVER DAM RD਍ഀ A/P/D Information਍ഀ Activity: P07-0121 Type: B-PLMB Sub Type: NSFR Status: ISSUED਍ഀ Const Type: Occupancy: Use: Insp Area: cg਍ഀ Owner: DAYTON, JOHN W. & ARLENE J.਍ഀ Contractor: KAIBAB PLUMBING INC Phone: 970-390-7735਍ഀ Description: ROUGFLP਍ഀ _LU,MffrIWk ROOF DRAINAGE, NATURAL GAS SYSTEM਍ഀ Ite : 290 LMB-Final਍ഀ Reques r: KAI PLUMBI਍ഀ Comme ts: FINISH, MAYB਍ഀ Assigned. o: JMONDRAG਍ഀ Inspection History V਍ഀ Item: 210 PLMB-Underground਍ഀ 09/04/07 Inspector:਍ഀ Comment: UNDERGF਍ഀ PARTIAL I਍ഀ REINSPE(਍ഀ COMPLET਍ഀ Requested Time: 04:00 PM਍ഀ INC / JW Phone: 970-390-7735, JW਍ഀ ROOF DRAIN; TOILET NOT INSTALLED DUE TO LACK OF FINAL਍ഀ NE FOR INSP਍ഀ cdavi਍ഀ )UND਍ഀ F਍ഀ Entered By: LCAMPBELL K਍ഀ Action: PI PARTIAL INSPECTION਍ഀ )F DRAINS.਍ഀ 4 SEPARATE BRANCH LINES ALL TESTED WITH 5# AIRTEST਍ഀ 0 DRAINGAGE WILL BE REQUESTED WHEN SYSTEM IS਍ഀ SPENT 30MIN GOING OVER ALL ROOF DRAIN SIZE CALCULATION WITH PLUMBER OF਍ഀ RECORD = APPROVED.਍ഀ 09/11/07਍ഀ Inspector: JRM Action: PI PARTIAL INSPECTION਍ഀ Comment:਍ഀ PARTIAL UNDERGRD DRAIN ROOF DRAIN 5 # AIR਍ഀ 11/21/07਍ഀ Inspector: GCD Action: CR CORRECTION REQUIRED਍ഀ Comment:਍ഀ TEST PRESSURE DROPPED, LAYOUT OK਍ഀ 02/22/08਍ഀ Inspector: GCD Action: PA PARTIAL APPROVAL਍ഀ Comment:਍ഀ GARAGE FLOOR DRAINS 5 psi TEST਍ഀ BOILER AND SPA EQUIPMENT ROOM DRAINS 5 psi TEST਍ഀ LOWER LEVEL LA਍ഀ ND਍ഀ "਍ഀ U਍ഀ RY ROOM 5psi TEST CHANGE BRANCH OR DRAINAGE STACK TO 3਍ഀ .਍ഀ Item:਍ഀ 220 PLMB-Rou h/D.W.V. Approved਍ഀ 09/04/08਍ഀ Inspector: JGG Action: PA PARTIAL APPROVAL਍ഀ Comment:਍ഀ 0਍ഀ /0਍ഀ /਍ഀ Some DWV inspected today, not completed.਍ഀ I਍ഀ G਍ഀ 9਍ഀ 5਍ഀ 08਍ഀ nspector:਍ഀ CD Action: NO NOTIFIED਍ഀ Comment:਍ഀ CANCELED BY CONTRACTOR਍ഀ 09/08/08਍ഀ Inspector: JGG Action: AP APPROVED਍ഀ Comment:਍ഀ All DWV tested with water column. Repaired small leak on site.਍ഀ Item:਍ഀ 230 PLMB-Rough/Water Approved਍ഀ 09/04/08਍ഀ Inspector: JGG Action: AP APPROVED਍ഀ Comment:਍ഀ Domestic water is OK.਍ഀ 11/18/08਍ഀ Inspector: GCD Action: AP APPROVED਍ഀ Comment:਍ഀ TUB/SHOWER VALVES INSTALLED STREET PRESSURE਍ഀ Item:਍ഀ 240 PLMB-Gas Piping Approved਍ഀ 09/05/08਍ഀ Inspector: GCD Action: CR CORRECTION REQUIRED਍ഀ Comment:਍ഀ CSST REQS NAIL PLATES NO TEST਍ഀ 09/08/08਍ഀ Inspector: JGG Action: AP APPROVED਍ഀ Comment:਍ഀ 11/18/08਍ഀ All interior gas-tight runs OK. Properly protected w/ nail plates.਍ഀ I਍ഀ t਍ഀ GC਍ഀ A਍ഀ AP AP਍ഀ O਍ഀ nspec਍ഀ or:਍ഀ D਍ഀ ction:਍ഀ PR਍ഀ VED਍ഀ Comment:਍ഀ FIREPIT CSST AND BIP AND EPOXY COATED GSAPIPE 30psi TEST਍ഀ Item:਍ഀ 250 PLMB-Pool/Hot Tub਍ഀ Time Exp:਍ഀ Approved਍ഀ REPT131 Run Id: 9940਍ഀ M08 -0170: Entries for Item:390 - MECH -Final 13:47 02/08/2013 Action Comments By Date Unique_ Key AP Outdoor fire pit was OK, in operation. AGA JGG 01/22/2009 A000122 regulator w/ shut -off valve and long key shut- 188 off on left side. Trim to be installed later. AP Indor fireplace roughed in OK, flue Sentinel JGG 01/22/2009 A000122 was operating (auto- damper). Key pad 189 controls to be installed on Lutron system prior to issuance of C of O. AP JRM 07/17/2009 A000125 790 Total Rows: 3 Page 1 E08 -0035: Entries for Item: 190 - ELEC -Final 13:46 02/08/2013 Action Comments By Date Unique_ Key PA GARAGE GFIC DEFECTIVE shahn 07/07/2009 A000125 PROVIDE PERMANENT NAMEPLATE 581 "SERVICE DISCONNECT". SPA AND RELATED MECH ROOM SPA BONDING NOT READY. PA spa bonding approved. shahn 07/20/2009 A000125 847 Total Rows: 2 Page 1 E06 -0245: Entries for Item: 190 - ELEC -Final 13:45 02/08/2013 Action Comments By Date Unique_ Key AP shahn 04/01/2008 A000112 215 Total Rows: 1 Page 1 B07 -0192: Entries for Item-.90 - BLDG -Final 13:45 02/08/2013 Action Comments By Date Unique_ Ke AP Martin 10/22/2009 A000128 934 Total Rows: 1 Page 1 w a w Q F 0 0 0 0 0 0 w O IX w F w a F F W £ Q N N N F H 4 n a W W W h rl ti A a I II ~ h F ~ lfl I N I Ln N N a N I N I N aD Q F E ~ H ~ N H a W 00 W rl n ti H Q H I H I N a w a F4 E. I I I a a a, F F a 5 H In u1 In W W N N N x N £ 00 a~ El O W Q m l m I m a a El w a o W W m ~ o a F I o p a . \ a F a o h H rl V1 O I a \ ~ q H w x w w o w w m o F o a \ A N m N O X \ \ F r m W w N o o ~ Q N F F 11 E O U m a a E H S4 M v ei z a CN O O N N r o F a ~ v a > x H I W N U rl W a I w Ca F £ U I w W H a a w v r w z a a Q I x Q F m w a m 0 W W o W q o I O p w l P, £ W \ a o O w ° 0 5 n b xu I wca V] 4 w mw u a u q N w' H u x Q H m O O U w w m w F H F N a w 0 3 u H 0 0 4 a QS o: O O a' w \ wwF F L7 Q U IL, 'j 3G q19A`l Receipt funds to: Name: J v13. V,, ~avJ•~ Majling_ Add regs: f ] / Sv ;;~n S ~.c 2s//sj T- 7-1 2 Z y CASH DEPOSIT FORMAT Legal Description: Lot /0 Block Subdivision: , 3 Address: `r 1 Developer: e Permit Number: $o-7- 01-72 Project Number: f! P-1 n& - Cl 16 2 Improvement Completion Date: l - c~ DEVELOPER IMPROVEMENT AGREEMENT THIS AGR EMENT, madeI and tered into this l ~a day of 20_Q by and among 0- oc& 3Z SLID r I;'~. r (the "Developer"), a d the Town of Vail (the `Town"). I-J WHEREAS, the Dev toper, as a condition of approval of the Temporary Certificate of Occupancy for / A eSv* 3 h2 1 jVa c lc 2 (address, legal description, and project number) wishes to enter into a Developer Improvement Agreement; and WHEREAS, the Developer is obligated to provide security or collateral sufficient in the judgement of the Town to make reasonable provisions for completion of certain improvements set forth in the attached estimated bid(s) in accordance with the approved plans and specifications filed in the office of the Community Development Department of the Town of Vail; and WHEREAS, the Developer wishes to provide collateral to guarantee performance of this Agreement, including completion of the all improvements referred to in this Agreement, by means of the following: The Developer agrees to establish a cash deposit account with the Town of Vail, as escrow agent, in the amount of $ / 4 as collateral for the completion of all improvements referred to in this Agreement, in the event there is a default under this Agreement by the Developer. NOW THEREFORE, in consideration of the following mutual covenants and agreements, the Developer and the Town agree as follows: 1. The Developer agrees, at its sole cost and expense, to furnish all equipment and materials necessary to perform and complete all improvements referred to in this Agreement. The Developer agrees to complete all improvements referred to in this Agreement on or before the day of ~v , 200 . The Developer shall complete, in a good workmanlike manner, all im rovements referred to in this Agreement, in accordance with all approved plans and specifications filed in the office of the Community Development Department of the Town of Vail, and to do all work incidental thereto according to and in compliance with the following: a. All said work shall be done under the inspection of, and to the satisfaction of, the Town Planner, the Town Engineer, the Town Building Official, or other official from the Town of Vail, as affected by special districts or service districts, as their respective interest may appear, and shall not be deemed F:\cdev\FORMS\Permits\Planning\Administrative-Actions\DIA cash format_5-16-2007.doc Page 1 of 5 complete until approved and accepted as completed by the Community Development Department and Public Works Department of the Town of Vail. 2. To secure and guarantee performance of the obligations as set forth herein, the Developer agrees to provide collateral as follows: A cash deposit account with the Town of Vail, as escrow agent, in the amount of $ 1 / <2 t, Z 57 as collateral for the completion of all improvements referred to in this Agreement, in the event there is a default under this Agreement by the Developer. 3. The Developer may at any time substitute the collateral originally set forth above for another form of security or collateral acceptable to the Town to guarantee the faithful completion of those improvements referred to herein in this Agreement and the performance of the terms of this Agreement. Such acceptance by the Town of alternative security or collateral shall be at the Town's sole discretion. 4. The Town shall not, nor shall any officer or employee thereof, be liable or responsible for any accident, loss or damage happening or occurring to the work specified in this Agreement prior to the completion and acceptance of the same, nor shall the Town, nor any officer or employee thereof, be liable for any persons or property injured by reason of the nature of said work, but all of said liabilities shall be and are hereby assumed by the Developer. The Developer hereby agrees to indemnify and hold harmless the Town, and any of its officers, agents and employees against any losses, claims, damages, or liabilities to which the Town or any of its officers, agents or employees may become subject to, insofar as any such losses, claims, damages or liabilities (or actions in respect thereof) arise out of or are based upon any performance by the Developer hereunder; and the Developer shall reimburse the Town for any and all legal or other expenses reasonably incurred by the Town in connection with investigating or defending any such loss, claim, damage, liability or action. This indemnity provision shall be in addition to any other liability which the Developer my have. 5. It is mutually agreed that the Developer may apply for and the Town may authorize a partial release of the collateral deposited with the Town for each category of improvement after the subject improvement is constructed in compliance with all plans and specifications as referenced hereunder and accepted by the Town. Under no condition shall the dollar amount of the collateral that is being held by the Town be reduced below the dollar amount necessary to complete all uncompleted improvements referred to in this Agreement. 6. If the Town determines, at its sole discretion, that any of the improvements referred to in this Agreement are not constructed in compliance with the approved plans and specifications filed in the office of the Community Development Department of the Town of Vail or not accepted by the Town as complete on or before the date set forth in Paragraph 1 of this Agreement, the Town may, but shall not be required to, draw upon the security referred to in this Agreement and complete the uncompleted improvements referred to in this Agreement. Pursuant to Section 12-11-8, Vail Town Code, the Temporary Certificate of Occupancy referred to in this Agreement may be revoked until all improvements referred to herein are completed by the Developer or the Town in accordance with this Agreement. F:\cdev\FORMS\Permits\Planning\Administrative_Actions\DIA cash format_5-16-2007.doc Page 2 of 5 If the costs of completing the uncompleted improvements referred to in this Agreement exceed the dollar amount of the deposit, the excess, together with interest at twelve percent (12%) per annum, shall be a lien against the property and may be collected by civil suit or may be certified to the treasurer of Eagle County to be collected in the same manner as delinque6t ad valorem taxes levied against such property. If the Developer fails or refuses to complete the improvements referred to in this Agreement, such failure or refusal shall be considered a violation of Title 12 (Zoning Regulations), of the Vail Town Code, and the Developer shall be subject to penalties pursuant to Section 12-3-10 (Violations: Penalties) and Chapter 1-4 (General Penalty), of the Vail Town Code. 7. The Developer shall warranty the work and materials of all improvements referred to in this Agreement located on Town property or within a Town right-of-way, pursuant to Chapter 8-3, of the Vail Town Code, for a period of two years after the Town's acceptance of said improvements. 8. The parties hereto mutually agree that this Agreement may be amended from time to time, provided that such amendments be in writing and executed by all parties hereto. F:\cdev\FORMS\Permits\Planning\Administrative_Actions\DIA cash format_5-16-2007.doc Page 3 of 5 Dated the day and year first above written. Developer STATE OF COLORADO ) ) ss. COUNTY OF EAGLE ) The foregoing Developer Improvement Agreement was acknowled e before me this 16 Day of.Tv , 200 ' by t Witness my hand and official seal. My commission expires 7 ~j Town Planner STATE OF COLORADO ) )ss. COUNTY OF EAGLE ) Th foregoing Developer Improvement Agreement was acknowledged before me this i Day of _ 20L by (-o Witness my hand and official seal. My commission expires: t Notary Public ?v'N0TAq 1 a:•pV :y BLICA F:\cdev\FORMS\Permits\PlanningWdministrative-Actions\DIA cash format_5-16-2007.doc Page 4 of 5 ATTACHED COPIES OF THE ESTIMATED BID(S) F:\cdev\FORMS\Perrnits\Planning\Administrative_Actions\DIA cash form at_5-16-2007.doc Page 5 of 5 Town of Vail Department of Community Development 75 S. Frontage Road Vail, CO 81657 Name: a.cs-c~c SL4A~w Receipt No. QO Address: $cry RC45eLcr P',' Project: tie?' lli!gZ Date 7 / U / a4 Please make checks payable to the TOWN OF VAIL Account No. Item No. Code # Cost Each Total 001 0000 314 1110 Address Maps ZA $5.00 * 001 0000 314 1110 Zonin Maps ZA $20.00 * 001 0000 319 4400 Custom Maps 001 0000 314 1112 Other Code Books CB 001 0000 314 1211 Blue Prints/M lar Cop Fees BF $7.00 * 001 0000 314 1111 Xerox Copies XC $0.25 * 001 0000 314 1111 Master Plan MS 001 0000 314 1111 Studies, Master Plans, etc. MS 001 0000 312 3000 Contractors License Fees CL 001 0000 312 3000 Contractors License Fees - RENEWAL CL 001 0000 240 3300 Developer Improvement Agreement Deposit D2-DEP10 AD t 001 0000 312 1000 Restaurant License fee TOV RL 001 0000 230 2000 Spec. Assess.-Restaurant Fee to Co.Dept.Rev. SA 110 0000 314 1115 Resale Commission MS Other - MS Other - MS Other - MS Other - MS Other - MS 001 0000 201 1000 Taxable 4.4% State - Tax payable TP 001 0000 310 1200 Taxable 4% Town - Retail Sales Tax T7 TOTAL: t I S! • ZS' . all items charged tax Comments: Cash Money Order # Check # 09782s/ Received )3G_ Credit Card: Visa / MC Last 4 CC #'s Auth Name on CC f/cdev/forms/admin/sales action form 2007 1/5/06 Town of Vail CUSTOMER RECEIPT fv Oper: AJANUSZ Type: F8 Drawer: 1 Date: 7/22/09 01 Receipt no: 10580 Customer Location Nave Amount 2892 2903 A07-0192 GEORGE SHAE AD AR-DEPOSITS GEORGE SHAEFFER $1181.25 PERMIT$807-0192 Tender detail CK CHECK 97824 $1181.25 Total tendered $1181.25 Total payment $1181.25 Trans date: 7/22/09 Time: 10:15:05 THANK YOU FOR YOUR PAYMENT! n o 7 m m n o ~ x M ro n n n M O 3 m o m S M m ~ ~O d < m o w rt o r n O S n m n z m O Z 0 d m n a ~A 1O m H 1 n O z C o 0 ? ° 0 3 O N ~I ro Z o 0 0 ~ c H a r Z n 0 N F, r N °J r O r ~ N N ~ rt A (D rt w r- a o ~ o m b r- n O G U) M rt w 0 m O ~ r r rt ~ D 3 2 r r O 0 ~ Z N N `m N rt z m O o CO U M 2 OD F 6 N c J~- w 0 a a 4 a Q F a O a W a ❑ W IX F H W O Q N M c m 0 o O H N ❑ W w a o a 0 C W O 3 x04 0 aaF Cl F n n W O aid a F w a zz w5 H0 5 r] Q a Q z a 00 F £ W a ° 0 ~z O O wed ❑ F a 7 a W F A X F T4 F z O F a ~ U z w ❑ a w O 0 W F a❑ a OU W u u Q H F N U 0 0 0 0 0 0 0 0 oio 0 0 N N N N ~ 1 N 0 0 0 0 o i o N N N N N ~ oio 0 0 0 0 0 0 N N N N m 0 0 H m m 0 r r N Q N l~ l t71 a Oa E H ~4 N a O N N v Q W p, a v Q F z o o a F W ~a o Q W F h Q tD U fk ~ O co W N 0 0 F 0 0 0 o 0 0 N N 0 0 i N N 0 0 0 N N I F a O O F H ❑ U) O W 0 0 N ❑ a S a F a ~ O ~d 0 F 0 o o a h Q a W m 0 0 N F 0 U ri N 0 x U a m Q H a a u x U W a r +c tze,1&4e G 9/9/09\Q~~^ CASH DEPOSIT FORMAT Receipt funds to: Legal Description: Lot l~ Block_~)_ Name: hv. Subdivision: , / Mailing Address: Address: r _ 2 D 927 2 4u Takla V-%-7574-7-0 Developer: 7.S'a 2 O Permit Number. Project Number: G` - D L Improvement Completion Date: ! DEVELOPER IMPROVEMENT AGREEMENT THIS AGREEMENT, made and entered into this _LL t~day of J 20 09, by and among GeQ,( e ~'~kgle (the "Developer"), and the Town of Vail (the `Town"). WHEREAS, the Developer, as a condition of approval of the Temporary Certificate of Occupancy for 3 5' Y He fe < 0,, v,, tQ Q) Go i' icy J/~C-k /Z (address, legal description, and project number) wishes to enter into a Developer Improvement Agreement; and WHEREAS, the Developer is obligated to provide security or collateral sufficient in the judgement of the Town to make reasonable provisions for completion of certain improvements set forth in the attached estimated bid(s) in accordance with the approved plans and specifications filed in the office of the Community Development Department of the Town of Vail; and WHEREAS, the Developer wishes to provide collateral to guarantee performance of this Agreement, including completion of the all improvements referred to in this Agreement, by means of the following: The Developer agrees to establish a cash deposit account with the Town of Vail, as escrow agent, in the amount of $ C . 0, 0 J as collateral for the completion of all improvements referred to in this Agreement, in the event there is a default under this Agreement by the Developer. NOW THEREFORE, in consideration of the following mutual covenants and agreements, the Developer and the Town agree as follows: 1. The Developer agrees, at its sole cost and expense, to furnish all equipment and materials necessary to perform and complete all improvements referred to in this Agreement. The Developer agrees to complete all improvements referred to in this Agreement on or before the _ day of y' - - O 2 20 . The Developer shall complete, in a good workmanlike manner, all improvements referred to in this Agreement, in accordance with all approved plans and specifications filed in the office of the Community Development Department of the Town of Vail, and to do all work incidental thereto according to and in compliance with the following: a. All said work shall be done under the inspection of, and to the satisfaction of, the Town Planner, the Town Engineer, the Town Building Official, or other official from the Town of Vail, as affected by special districts or service districts, as their respective interest may appear, and shall not be deemed F:\cdev\FORMS\Permits\Planning\Administrative_Actions\DIA cash format_5-16-2007.doc Page 1 of 5 complete until approved and accepted as completed by the Community Development Department and Public Works Department of the Town of Vail. 2. To secure and guarantee performance of the obligations as set forth herein, the Developer agrees to provide collateral as follows: A cash deposit account with the Town of Vail, as escrow agent, in the amount of $ ~~~Sv~ • c,ci as collateral for the completion of all improvements referred to in this Agreement, in the event there is a default under this Agreement by the Developer. 3. The Developer may at any time substitute the collateral originally set forth above for another form of security or collateral acceptable to the Town to guarantee the faithful completion of those improvements referred to herein in this Agreement and the performance of the terms of this Agreement. Such acceptance by the Town of alternative security or collateral shall be at the Town's sole discretion. 4. The Town shall not, nor shall any officer or employee thereof, be liable or responsible for any accident, loss or damage happening or occurring to the work specified in this Agreement prior to the completion and acceptance of the same, nor shall the Town, nor any officer or employee thereof, be liable for any persons or property injured by reason of the nature of said work, but all of said liabilities shall be and are hereby assumed by the Developer. The Developer hereby agrees to indemnify and hold harmless the Town, and any of its officers, agents and employees against any losses, claims, damages, or liabilities to which the Town or any of its officers, agents or employees may become subject to, insofar as any such losses, claims, damages or liabilities (or actions in respect thereof) arise out of or are based upon any performance by the Developer hereunder; and the Developer shall reimburse the Town for any and all legal or other expenses reasonably incurred by the Town in connection with investigating or defending any such loss, claim, damage, liability or action. This indemnity provision shall be in addition to any other liability which the Developer my have. 5. It is mutually agreed that the Developer may apply for and the Town may authorize a partial release of the collateral deposited with the Town for each category of improvement after the subject improvement is constructed in compliance with all plans and specifications as referenced hereunder and accepted by the Town. Under no condition shall the dollar amount of the collateral that is being held by the Town be reduced below the dollar amount necessary to complete all uncompleted improvements referred to in this Agreement. 6. If the Town determines, at its sole discretion, that any of the improvements referred to in this Agreement are not constructed in compliance with the approved plans and specifications filed in the office of the Community Development Department of the Town of Vail or not accepted by the Town as complete on or before the date set forth in Paragraph 1 of this Agreement, the Town may, but shall not be required to, draw upon the security referred to in this Agreement and complete the uncompleted improvements referred to in this Agreement. Pursuant to Section 12-11-8, Vail Town Code, the Temporary Certificate of Occupancy referred to in this Agreement may be revoked until all improvements referred to herein are completed by the Developer or the Town in accordance with this Agreement. F:\cdev\FORMS\Permits\Planning\Administrative_Actions\DIA cash form at_5-16-2007.doc Page 2 of 5 If the costs of completing the uncompleted improvements referred to in this Agreement exceed the dollar amount of the deposit, the excess, together with interest at twelve percent (12%) per annum, shall be a lien against the property and may be collected by civil suit or may be certified to the treasurer of Eagle County to be collected in the same manner as delinquent ad valorem taxes levied against such property. If the Developer fails or refuses to complete the improvements referred to in this Agreement, such failure or refusal shall be considered a violation of Title 12 (Zoning Regulations), of the Vail Town Code, and the Developer shall be subject to penalties pursuant to Section 12-3-10 (Violations: Penalties) and Chapter 1-4 (General Penalty), of the Vail Town Code. 7. The Developer shall warranty the work and materials of all improvements referred to in this Agreement located on Town property or within a Town right-of-way, pursuant to Chapter 8-3, of the Vail Town Code, for a period of two years after the Town's acceptance of said improvements. 8. The parties hereto mutually agree that this Agreement may be amended from time to time, provided that such amendments be in writing and executed by all parties hereto. F:\cdev\FORMS\Permits\Planning\Administrative_Actions\DIA cash format_5-16-2007.doc Page 3 of 5 Dated the day and year first above written. X A/11/2,~ Developer STATE OF COLORADO ) ) ss. COUNTY OF EAGLE ) The foregoing Developer Improvement Agreement wazm~~w me this Day of 20,21 by x Witness my hand and official seal. My commission expire0- :z &jQ / Notaryublic Town Planner STATE OF COLORADO ) )ss. COUNTY OF EAGLE ) The foregoing Develo er Improvement Agreement was acknowledged before me this _CC Day of~ 20 ~~by Witness my hand and official seal. My commission expires: (2~ (I 19, '2-b t ( `;'NOTAR-IN PIJ ~1• Notary- Public 'T F:\cdev\FORMS\Permits\Planning\Administrative_Actions\DIA cash format_5-16-2007.doc Page 4 of 5 ATTACHED COPIES OF THE ESTIMATED BID(S) /S (D! 0 0 ) Y ~ F:\cdev\FORMS\Permits\Planning\Administrative_Actions\DIA cash format_5-16-2007.doc Page 5 of 5 J Town of Vail Department of Community Development 75 S. Frontage Road Vail, CO 81657 Name: ZoL~ 6"A'r'.' rs"' SI &-A'r Receipt No. /0(6 Address: 3 yy l3~r. u 2aQd Project: Bo7- 0191 Date _7 / /4 Please make checks payable to the TOWN OF VAIL Account No. Item No. Code # Cost Each Total 001 0000 314 1110 Address Maps ZA $5.00 * 001 0000 314 1110 Zoning Maps ZA $20.00 * 001 0000 319 4400 Custom Maps 001 0000.314 1112 Other Code Books CB 001 0000 314 1211 Blue Prints/M lar Cop Fees BF $7.00 * 001 0000 314 1111 Xerox Copies XC $0.25 * 001 0000 314 1111 Master Plan MS 001 0000 314 1111 Studies, Master Plans, etc. MS 001 0000 312 3000 Contractors License Fees CL 001 0000 312 3000 Contractors License Fees - RENEWAL CL 001 0000 240 3300 Developer Improvement Agreement Deposit D2-DEP10 AD 215-00 • co 001 0000 312 1000 Restaurant License fee TOV RL 001 0000 230 2000 Sec. Assess.-Restaurant Fee to Co.Dept.Rev. SA 110 0000 314 1115 Resale Commission MS Other - MS Other - MS Other - MS Other - MS Other - MS 001 0000 201 1000 Taxable ft_ 4.4% State - Tax payable TP 001 0000 310 1200 Taxable 4% Town - Retail Sales Tax T7 TOTAL: G2 sc~ • ~ * all items charged tax Comments: Cash Money Order # Check # 92 77s Received QG Credit Card: Visa/MC Last 4 CC #'s Auth Name on CC f/cdev/forms/admin/sales action form 2007 /5/06 Town of Vail * CUSTOMER RECEIPT Oper: AJANUSZ Type: F8 Drawer: 1 Date: 7/17/05 01 Receipt no: 10072 Customer Location Name Amount 2891 290 8U7-0192 J.DAYTON/6. AD AR-DEPOSITS $62500.00 JOHN DAYTON/6 SHAEFFER PERMIT007-0192 Tender detail CK CHECK 97795 $62500.00 Total tendered $62500.00 Total payment $6600.08 Trans date: 7/17/09 Time: 9:1:,:47 THANK YOU FOR YOUR PAYMENT!