Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
B11-0087
TOWN OF VAIL' Department of Community Development 75 South Frontage Road Vail, CO 81657 Tel: 970 -479 -2128 www.vailgov.com Development Review Coordinator TRANSMITTAL FORM Revision Submittals: 1. "Field Set' of approved plans MUST accompany revisions. 2. No further inspections will be performed until the revisions are approved & the permit is re- issued. 3. Fees for reviewing revisions are $55.00 per hour (2 hour minimum), and are due upon issuance. Permit #(s) information applies to: ,(_3 ( t __0 0 E r�_ Attention: ( ) Revisions ( ) Response to Correction Letter _attached copy of correction letter ( ) Deferred Submittal ( ) Other Project Street Address: (Number) (Street) (Suite #) y V �-y"1 5�� ^_ , Description /List of Changes: Building /Complex Name: � V1���VVV����--- ����''''���' c_.O c� [lam"' �-- Contractor Information �1 YSl� c Business Name: NC Business Address: - U 6-,4 S3 5-{o City V �� � State: O Zip: Contact Name: Q -� Q ��� U r- ? (use additional sheet if necessary) Contact Phone: l ( - 1 I „ �� `Revised ADDITIONAL Valuations (Labor & Materials) Contact E -Mail: v` r(DO NOT include original valuation) X - Building: $ Owner /Owner's Representative Signature (Required) Plumbing: $ Applicant Information �� Electrical: $ Applicant Name: �t.17T 1 �`� Mechanical: $ Applicant Phone: 6 ��� �� t r To $ r Applicant E -Mail tiG.� For Office Use Only: Date Received: Fee Paid: FE C [E n W IE Received Fromm: Cash Check # L(0 CC: Visa / MC Last 4 CC # exp. date: AUG 1?_100 jU12 Auth # A TOWN OF VAIL 01-Oct- l l 09 -20 -2012 Inspection Request Reporting Page 1 3:57 pm Vail, CO - City Of Requested Inspect Date: Friday, September 21, 2012 Site Address: 352 BEAVER DAM CR VAIL A SIDE A/P /D Information Activity: B11 -0087 Type: COMBO Const Type: Occupancy: Owner: BYERS LIVING TRUST Contractor: HOLM CONSTRUCTION Description: ADDITION OF 712 SQ..FT. -BEDROOM /item: 534 PLAN -FINAL C/O uestor: HOLM CONSTRUCTION ments: 390 -1315 ied To: BGIBSON Action: Time 06/05/12 Inspector: fp t v Item: Final Requestor: HOLM CONSTRUCTION Comments: 390 -1315 Assigned To: JMONDRAGON Action: Time Exp: Sub Type: ADUP Use: R -3 Phone: 970 - 476 -1777 Status: ISSUED Insp Area: Requested Time: 08:00 AM Phone: 970 - 476 -1777 Entered By: JMONDRAGON K Requested Time: 01:30 PM Phone: 970 - 476 -1777 Entered By: JMONDRAGON K Inspection History Item: 120 ELEC -Rough h *' Approved ** 06/05/12 Inspector: sgremmer Action: AP APPROVED Comment: Item. 200 MECH -Rou h ** Approved ** 06/05/1 Inspector: sgremmer Comment: dryer vent too long per code Action: DN DENIED 06/21/12 Inspector: sgremmer Action: AP APPROVED Comment: Item: 30 BLDG - Framing ** Approved ** 06/21/12 Inspector: sgremmer Action: APCR APPROVED /CORRECTION REQD Comment: need engineer letter for cut flanges for I joist hanger ok to insulate Item: 50 BLDG - Insulation ** Approved ** 06125/12 Inspector: sgremmer Action: AP APPROVED Comment: Item: 60 BLDG- Sheetrock Nail Item: 534 PLAN -FINAL C/O Item: 190 ELEC -Final ** Approved ** 08/28/12 Inspector: mdenney Action: AP APPROVED Comment: Item: 390 MECH -Final ** Approved ** 08/28/12 Inspector: mdenney Action: AP APPROVED Comment: Item: 90 BLDG -Final Item: 70 BLDG -Misc. ** Approved ** 06/05/12 Inspector: sgremmer Action: AP APPROVED Comment: stucco Item: 220 PLMB - Rough /D.W.V. ** Approved ** 06/05/12 Inspector: sgremmer Action: AP APPROVED Comment: REPT131 Run Id: 14859 Boise Building Materials Distribution Boise Building Materials Distribution 1351 East 66th Avenue Denver, CO 80229 303 - 289 -3271 303 - 227 -9485 (Fax) 1- 800 - 525 -1255 August 14, 2012 Tim Boyle, P.E. Boyle Engineering Group 1650 Fallridge Road Vail, CO 81657 Re: 11 7/8" BCI 90 Series Joist End Reaction Capacity 352A Beaver Dam Circle Vail, CO Boise Cascade Per your request, we evaluated the end reaction capacity of 11 7/8" BCI 90 series roof joists at the above referenced address. The scope of our work was to provide a BCI joist end reaction capacity from the attached proposed detail, as designed by your office. No other structural components as shown in this proposed detail were evaluated by Boise Cascade. Per our review, the attached proposed BCI joist end bearing condition is acceptable provided that the bent steel plate was designed to support the full reaction load. The joist reaction capacity can be determined by the length of solid bearing beyond the existing 2'/2' slotted bottom flange. For 11 7/8" BCI 90 series joists, the maximum allowable end reaction for a 3 %2' bearing length, with proper web stiffeners each face, is 1950 lbs. Please feel free to contact me if you have any questions or need any other information. Sincerely, Ne- Jeff A. Sexton, Engineered Wood Products Boise Building Materials Distribution p FE C IE U IN IE AUG 15 LUI1 TOWN OF VAIL T. Boyle Engineering, Inc. 1650 Fallridge Road, Unit C -2 Vail, Colorado 81657 970/476 -2170 August 14, 2012 TOWN OF VAIL BUILDING DEPT. Att: Martin Haeberle 75 S. Frontage Road West Vail, Colorado 81657 Subject: Roof Rafter Notch 352A Beaver Dam Circle Remodel Vail, Colorado Dear Martin: This is to confirm that I have discussed the situation at the above noted remodel where the framer has notched the bottom flange of the BCI rafter with Jeff Sexton from the engineering department of the regional Boise Cascade office. Essentially he stated that Boise Cascade would stand behind their product if we provided 3 %2" of bearing under these rafter ends beyond the 2 %Z" notched zone. I designed the attached detail to provide this bearing length. I have reviewed this installation in the field and found that it was implemented according to said detail. The web stiffeners were previously installed by the framer. As such, these rafters are capable of achieving the maximum reaction capacity of 1950 pounds as stated in Jeff Sexton's 8 -14 -12 letter. Coincidentally, this is the actual end reaction that these rafters would have under a full 100 psf snow load. I hereby approve of this installation of the bent plate as installed. Furthermore, I have determined that these rafters will support the 100 ps requirement as installed. Please give me a call if you have any questions or comments on this �,OD0 / /X_ Sincerely y A President TOWN OF VAIC" Department of Community Development 75 South Frontage Road Vail, CO 81657 Tel: 970 - 479 -2128 www.vailgov.com Development Review Coordinator TRANSMITTAL FORM Revision Submittals: 1. "Field Set" of approved plans MUST accompany revisions. 2. No further inspections will be performed until the revisions are approved & the permit is re- issued. 3. Fees for reviewing revisions are $55.00 per hour (2 hour minimum), and are due upon issuance. Permit #(s) information applies to: Attention: ( ) Revisions I Q n ( ) Response to Correction Letter Oo ` C� ��\ II V _attached copy of correction letter ( ) Deferred Submittal ( ) Other Project Street Address- 55-2- A, �A vt✓yz_ QA v-,( CL (Number) (Street) (Suite #) Building /Complex Name: ��CZ-- V0,4,� Contractor Information Business Name: 0 d� � COA/SCav i Ip�J J`JL Business Address: G �5 a K C 3 Sio V � Co City U- State: Zip: ( ( 5-3 Contact Name: C (—A.=—<, 44 �. M Contact Phone: IR —7O " 3 5 0 (3 / s— Contact E -Mail: °` y ✓4C.L/ �Co 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 town's zoning and subdivision codes, design review ap- proved, International Building and Residential Codes and other ordinance pplicable thereto. X Owner /Owner's Representative Signature (Required) n Applicant Name: ,fZAE_C- -04 �_ M Applicant Phone: R _] G " 3 -14 — ( 31 e- Applicant E -Mail: �0' �'"L • `'` �e �?/Ca, ,l For Office Use Only: Fee Paid: Received From: Cash Check # _ CC: Visa / MC Last 4 CC # Auth # exp. date: Description / List of Chang s: /" C G L W (use additional sheet if necessary) Revised ADDITIONAL Valuations (Labor & Materials) (DO NOT include original valuation) Building: $ Plumbing: $ 06 U Electrical: $ Mechanical: $ Total: $ ( �c 0 d O �G Date Received: MAY 17 2012 TOWN OF VAiL NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES TA OF 0K, Town of Vail, Community Development, 75 South Frontage Road, Vail, Colorado 81657 p. 970.479.2139, f. 970.479.2452, inpsections 970.479.2149 COMBINATION BLDG PERMIT Permit #: B11 -0087 Job Address: 352 BEAVER DAM CR VAIL Location......: A SIDE Parcel No....: 210107112015 OWNER BYERS LIVING TRUST NANCY R. BYERS TRUSTEE 352 A BEAVER DAN CIR VAIL CO 81657 CONTRACTOR HOLM CONSTRUCTION PO BOX 5356 VAIL CO 81658 License: 0000003128 Description: ADDITION OF 712 SQ. FT. - BEDROOM Occupancy: R -3 04/26/2011 04/29/2011 Phone: 970-476-1777 Type Construction: V Project #: Applied.....: Issued...: PRJ11 -0073 04/26/2011 12/29/2011 Valuation: $240,975.00 .......................>..................,... .........,.,.,...........x..... FEE SUMMARY .,,,,...,...._...,........,.,............... ....<.,......................,, Building Permit ------ - - - - -> $1,783.35 Bldg Plan Check ----- - - - - -> $1,159.18 Use Tax Fee------------------ - - - - -> $4,619.50 Electrical Permit ---- - - - - -> $115.00 Elec Plan Check ------ - - - - -> $74.75 Restuarant Plan Review--- - - - - -> $0.00 Mechanical Permit - - - - - -> $360.00 Mech Plan Check ---- - - - - -> $90.00 Additional Fees--------------- - - - - -> $0.00 Plumbing Permit --- - - - - -> $0.00 Plmb Plan Check ---- - - - - -> $0.00 Recreation Fee--------------- - - - - -> $106.80 Investigation------------------ - - - - -> $0.00 Will Call ------------------------------ > $15.00 TOTAL PERMIT FEES -- ----------- > $8,323.58 Payments -- ---------------------------- > $8,323.58 BALANCE DUE------------------ - - - - -> $0.00 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 town's zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS FOR INSPEC ION SHALL BE MADE TWENTY -FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM 8:00 AM -4:00P -- 7_� Signature of Owner or Contractor Date Print Name combination permit_012811 OVEL1 WN CONDITIONS OF APPROVAL TO BE MET PRIOR TO FINAL SIGN OFF Permit #: B11 -0087 Address: 352 BEAVER DAM CR VAIL Owner: BYERS LIVING TRUST Location: A SIDE Cond: CON0011890 The appplicant shall preserve all existing trees. Cond: CON0011892 Updated monitored fire alarm system installed per vfes standard and NFPA 72. Cond: CON0011893 improved hardscaped access shall cirvumvent the property to provide firefighting access in lieu of sprinkler system. combination permit_012811 TOWN OS «. r , REQUIRED INSPECTIONS AND STATUSES Permit #: 611 -0087 Owner: BYERS LIVING TRUST SIDE Address: 352 BEAVER DAM CR VAIL Location: A Item: 00120 ELEC -Rough Item: 00200 MECH -Rough Item: 00030 BLDG - Framing Item: 00050 BLDG - Insulation Item: 00060 BLDG - Sheetrock Nail Item: 00534 PLAN - FINAL C/O Item: 00190 ELEC -Final Item: 00390 MECH -Final Item: 00090 BLDG -Final combination permit_012811 TOWN OF VAIL, COLORADO Statement Statement Number: R110001798 Amount: $7,850.58 12/29/201111:17 AM Payment Method: Check Init: SAB Notation: 2009 - CLAES HOLM ----------------------------------------------------------------------------- Permit No: Bll -0087 Type: COMBINATION BLDG PERMIT Parcel No: 2101- 071 - 1201 -5 Site Address: 352 BEAVER DAM CR VAIL Location: A SIDE Total Fees: $8,323.58 This Payment: $7,850.58 Total ALL Pmts: $8,323.58 Balance: $0.00 ************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ACCOUNT ITEM LIST: Account Code -------------------- 00100003111100, GFPO BP 00100003111100 EP 00100003111100 MP 00100003111100 PF 00100003112300 RF 11100003112700 UT 11000003106000 WC 00100003112800 Description ELEC PERMIT FEES- GFP012 BUILDING PERMIT FEES ELECTRICAL PERMIT FEES MECHANICAL PERMIT FEES PLAN CHECK FEES RECREATION FEES USE TAX 4% WILL CALL INSPECTION FEE Current Pmts 95.00 1,783.35 20.00 360.00 850.93 106.80 4,619.50 15.00 lII -d08-7- Page 2 5/17/2011 8:37 AM CONTINUATION SHEET AIA DOCUMENT G703 MA Document G702, APPLICATION AND CERTIFICATION FOR PAYMENT, containing APPLICATION NO: 1 Contractor's signed certification is attached. I APPLICATION DATE: Tn tabulations below, amounts are stated to the nearest dollar. PERIOD TO: Use Column I on Contracts where variable retainage for line items may apply. Construction Managers Project No. A B C D E F G H ITEM DESCRIPTION OF WORK SCHEDULED WORK COMPLETED MATERIALS TOTAL % BALANCE NO. VALUE FROM PREVIOUS THIS PERIOD PRESENTLY COMPLETED (G -= C) TO FINISH APPLICATION STORED AND STORED (C - G) (D + E) (NOT IN TO DATE D OR E) (D+E +F) DIVISION 8 - Doors & Windows $0.00 $0.00 81 Interior Doors $3,700.00 $0.00 $0.00 $0.00 S3,700.00 N/A 82 Entry Door - Custom $0.00 $0.00 $0.00 $0.00 83 Windows & Sliding Doors $12,500.00 50.00 $0.00 $0.00 S12,500.00 84 $0.00 So.00 $0.00 $0.00 85 Mirrors/Int.Glazing /Shower Doors $1,600.00 $0.00 $0.00 $0.00 S1,600.00 N/A 89 Garage Doors $0.00 $0.00 $0.00 $0.00 DIVISION 9 - Finishes $0.00 $0.00 90 Drywall $10,550.00 $0.00 $0.00 $0.00 $10,550.00 92 Bathroom Tile /Showers $12,500.00 $0.00 $0.00 $0.00 $12,500.00 94 Granite Countertops $5,000.00 $0.00 $0.00 $0.00 $5,000.00 N/A 1 95 Wood Flooring $0.00 $0.00 $0.00 $0.00 97 Painting - Exterior $3,500.00 $0.00 $0.00 $0.00 S3,500.00 98 Painting - Interior $4,500.00 $0.00 $0.00 $0.00 $4,500.00 100 Carpeting $5,500.00 $0.00 $0.00 $0.00 $5,500.00 DIVISION 10 - Saecialties $0.00 $0.00 104 $0.00 $0.00 $0.00 DIVISION 11 - Equipment $0.00 $0.00 107 $0.00 $0.00 $0.00 DIV $0.00 $0.00 DIVISION 13 - Special Const. $0.00 $0.00 N/A 109 Hot Tub /Spa $0.00 $0.00 $0.00 nyevinq S st. $0.00 $0.00 DIVISION 15 - Mechanical $0.00 $0.00 _ 110 Plumbing Fixtures $8,500.00 $0.00 $0.00 $0.00 $8,500.00 111 Plumbing $9,500.00 $0.00 $0.00 $0.00 $9,500.00 125 $0.00 $0.00 $0.00 $0.00 $0.00 12 tnca $5,500.00 $0.00 $0.00 $0.00 $5,500.00 127 Electrical $7,500.00 $0.00 $0.00 $0.00 $7,500.00 133 Security System / Fire Alarm $3,500.00 $0.00 $0.00 1 $0.00 $3,500.00 141 $0.00 $0.00 $0.00 142 Management Fee $21,800.00 $0.00 $0.00 $0.00 $21,800.00 (based on total protect budget) Grand Total Project Budget $240,975.00 $0.00 $0.00 $0.00 $0.00 $0.00 $240,975.00 nom::::::: :. 4F f ;:: r :::. •f•:'f f..:: •. ................. . r:::::.....:iiii:'::'i.•i: ... . . ... :.... 4::4:•::4:4: ^iiiiiiiiiiiiii }:.: ...:::.. ..............:................ ... ............................... .:::::::::::::: v:: . :::::::. �::::::: :::::::::4� ::: ni:::::: {:: {... i:•'f.:: Page 2 5/17/2011 8:37 AM Page 3 5/17/2011 8:37 AM CONTINUATION SHEET AIA DOCUMENT G703 AIA Document G702, APPLICATION AND CERTIFICATION FOR PAYMENT, containing APPLICATION NO: 1 Contractor's signed certification is attached. I APPLICATION DATE: In tabulations below, amounts are stated to the nearest dollar. PERIOD TO: Use Column I on Contracts where variable retainage for line items may apply. Construction Managers Project No. A B C D E F G H ITEM DESCRIPTION OF WORK SCHEDULED WORK COMPLETED MATERIALS TOTAL % BALANCE NO. VALUE FROM PREVIOUS THIS PERIOD PRESENTLY COMPLETED (G+ C) TO FINISH APPLICATION STORED AND STORED (C - G) (D + E) (NOT IN TO DATE D ORE) (D+E +F) Page 3 5/17/2011 8:37 AM Page 1 5/17/2011 8:37 AM CONTINUATION SHEET I AIA DOCUMENT G703 AIA Document G702, APPLICATION AND CERTIFICATION FOR PAYMENT, containing APPLICATION NO: 1 Contractor's signed certification is attached. APPLICATION DATE: In tabulations below, amounts are stated to the nearest dollar. PERIOD TO: Use Column I on Contracts where variable retainage for line items may apply. Construction Managers Project No. A B C D E F G H ITEM DESCRIPTION OF WORK SCHEDULED WORK COMPLETED MATERIALS TOTAL % BALANCE NO. VALUE FROM PREVIOUS THIS PERIOD PRESENTLY COMPLETED (G = C) TO FINISH APPLICATION STORED AND STORED (C - G) (D + E) (NOT IN TO DATE D OR E) (D+E +F) DIVISION 1 - General Conditions 12 Chemical Toilets $500.00 $0.00 $0.00 $0.00 $500.00 DIVISION 2 - Sitework $0.00 $0.00 N/A 13 Excavation and Backfill $0.00 $0.00 $0.00 $0.00 N/A 14 Slab Preparation $0.00 $0.00 $0.00 $0.00 15 1 Survey - Professional $1,500.00 $0.00 $0.00 $0.00 $1,500.00 18 Material Testing /Asbestos $550.00 $0.00 $0.00 $0.00 $550.00 N/A 19 Electrical Service $0.00 $0.00 $0.00 $0.00 N/A 20 Driveway - Shape /Grade $0.00 $0.00 $0.00 $0.00 N/A 21 Exterior Sandstone Patio $0.00 $0.00 $0.00 $0.00 22 Fencing Site /Construction $450.00 $0.00 $0.00 $0.00 5450.00 DIVISION 3 - Concrete $0.00 $0.00 $0.00 N/A 38 Footings $0.00 $0.00 $0.00 $0.00 N/A 39 Foundation Materials / Labor $0.00 $0.00 $0.00 $0.00 DIVISION 4 - Masonry $0.00 $0.00 40 $0.00 $0.00 $0.00 $0.00 DIVISION 5 - Metals $0.00 $0.00 51 IStructural Steel $5,500.00 $0.00 $0.00 $0.00 $5,500.00 52 Misc. Metals $450.00 $0.00 $0.00 $0.00 $450.00 53 Snow guards $1,500.00 $0.00 $0.00 $0.00 $1,500.00 56 $0.00 $0.00 $0.00 $0.00 DIVISION 6 - Woods & Plastics $0.00 $0.00 57 Demolition $4,500.00 $0.00 $0.00 $0.00 $4,500.00 58 1 Framing Materials $17,775.00 $0.00 $0.00 $0.00 $17,775.00 59 Rough Framing Labor $20,000.00 $0.00 $0.00 $0.00 $20,000.00 60 ExteriorDecks/Railings $4,500.00 $0.00 $0.00 $0.00 $4,500.00 63 Built -in Cabinets /Slielves $12,000.00 $0.00 $0.00 $0.00 $12,000.00 64 Interior Trim $6,600.00 $0.00 $0.00 $0.00 $6,600.00 65 Stairs $4,500.00 $0.00 $0.00 $0.00 $4,500.00 68 lTemp Labor $2,500.00 $0.00 $0.00 $0.00 $2,500.00 69 Trash Removal $3,500.00 $0.00 $0.00 $0.00 $3,500.00 DIVISION 7 - Therm. & Moist. Prot. $0.00 $0.00 72 Insulation $9,500.00 $0.00 $0.00 $0.00 $9,500.00 74 Roofing Materials $25,000.00 $0.00 $0.00 $0.00 $25,000.00 75 Gutters $4,500.00 $0.00 $0.00 $0.00 $4,500.00 80 $0.00 1 $0.00 $0.00 $0.00 Page 1 5/17/2011 8:37 AM BUILDING PERMIT APPLICATION (Separate applications are required for alarm & sprinkler) Project Street Address: Ce_ Project #: PAS I l - co 13 [1-,,ELR qt:.-AC_ (Number) (Street) (Suite #) DRB #: .DR[) I I D 0L, "1 Building /Complex Name: Building Permit #: Fl — 00 1 p 7 Lot #: Block # Subdivision: Contractor Information Work Class: New ( ) Addition (�) Alteration ( ) Business Name:t, �O�S I P1C0 , I tJC— Business Address: P C %ate s3 s� Type of Building: City U er, - State: C6 Zip: 3--a Single - Family ( ) Duplex Multi - Family ( ) Commercial ( Other( ) Contact Name: r"kes : &.wt � Work Type: Interior (� Exterior Both( ) Contact Phone: ` R�© `- eto ` (3 I �— LA Contact E -Mail: a ("�'� (�� �o(Nti0..1 Valuation of Work Included Plans Included Work Contractor Reg' tion Number: (� ^/� Electrical )Yes ( )No ( )Yes ( )No 16�0 i It X Mechanical (K )Yes ( )No ( )Yes ( )No 11— V Plumbing (DQ)Yes ( )No ( )Yes ( )No Owner /Owner's Representative Signature (Required) Building () Yes ( )No ( )Yes ( )No OdDO Project Informationx Owner Name: gjjt --12S 1 ^ C1 c Value of all work being performed: $ � a0 Parcel #: V —071 � `2�, (value based on IBC Section 109.3 & IRC Section 108.3) Electrical Square Footage _71Z (For Parcel #, contact Eagle County Assessors Office at (970- 328 -8640 or visit www.eaglecounty.us /patie) Detailed Scope and Location of Work: 77(2-41 P OO (DOS r" 1 t s lam- Ot:,O/ZO?)4. I I (use additional sheet if necessary) For Office Use Only: Date Received: M IE � IE IE Fee Paid: *413.00 �'I D APR 21 2011 Received From: koLnn Rucrr o Cash Check # CC: Visa / MC Last 4 CC # exp date: TOWN OF VAIL Auth # 01 -Jan -I I State of Colorado Asbestos Testing & Abatement Requirements Asbestos testing and abatement protects workers, homeowners, neighbors and emergency services responders from ex- posure to harmful asbestos. It is your responsibility to be in compliance with the State. Please contact the State directly for their requirements at the contact info listed below. When is asbestos testing required? ANY building projects disturbing more than these threshold levels of building materials require asbestos testing: One- and Two - Family Dwellings: 32 square feet All Others (commercial spaces, hotel rooms, etc): 160 square feet Definition of a single - family dwelling: any dwelling unit that is used primarily for a single family, including multi - family /condominium units, and fractional fee units. Asbestos testing results must be provided with your application for a building permit. Tests which identify POSITIVE results at more than 1% require abatement by a State - certified abatement contractor. The air clearance letter or form must be submitted to the Town of Vail before the building permit will be issued. Project Checklist My project falls into the category checked below: Will not disturb more than the threshold limits identified above. 0 Tested negative, or at 1% or below (1 copies of test results included) ❑ Tested positive at more than 1 %, requires abatement (1 copies of test results included) Tips & Facts: Even recent construction projects may include asbestos - containing materials, so buildings of gny age require testing. • The "1989 Ban" on asbestos - containing materials is commonly misunderstood. "In fact, in 1991 the U.S. Fifth Circuit Court of Appeals vacated much of the so- called "Asbestos Ban and Phaseout" rule and remanded it to the EPA. Thus, much of the original 1989 EPA ban on the U.S. manufacturing, importation, processing, or distribution in commerce of many asbestos - containing product categories was set aside and did not take effect." - CDPHE Asbestos test results should be submitted to: Town of Vail, Community Development, 75 S Frontage Rd, Vail, CO, 81657. Town of Vail Contact: Fire Prevention Bureau Vail Fire Department 75 S Frontage Rd Fire—inspectors@vailgov.com 970 - 479 -2252 www.vailgov.com State of Colorado Contact: Colorado Department of Public Health and Environment Asbestos Compliance Assistance Group 303 - 692 -3158 asbestos@state.co.us www.cdphe.state.co.us 01- Jan -11 L'! J REScheck Software Version 4.4.1 Compliance Certificate Project Title: 352A Beaver Dam Circle Residence Energy Code: 2009 IECC Location: Vail, Colorado Construction Type: Single Family Project Type: Addition /Alteration Heating Degree Days: 9248 Climate Zone: 6 Construction Site: Owner /Agent: 352A Beaver Dam Circle Residence Amy Byers Vail, CO 81657 Byers Family Living Trust 1984 Buffehr Creek Road Vail, CO 81657 970 376 2489 5isenough @gmail.com Compliance: Passes Compliance: 20.1 % Better Than Code Maximum UA: 154 Your UA: 123 The % Better or worse Than Code index reflects how close to compliance the house is based on code trade -off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum -code home. Designer /Contractor: Claes Holm Holm Construction, Inc. P.O. Box 5356 Vail, CO 81658 970 390 1315 holminvail @gmail.com � ,CH EL D. o.203434 Roof: Cathedral Ceiling (no attic) 1163 48.0 z1.0 t r Wall 1: Wood Frame, 16" o.c. 398 23.0 0.0 3 Window 1: Wood Frame:Double Pane with Low -E 89 0.280 25 Window 2: Wood Frame:Dcuble Pane with Low -E 59 0.290 17 Window 3: Wood Frame:Double Pane with Low -E 118 0.300 35 Door 1: Glass 81 0.320 26 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 2009 IECC requirements in REScheck Version 4.4.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name - Title algnature uate Project Title: 352A Beaver Dam Circle Residence Report date: 04114/11 Data filename: S: \Suman \SA- Projects \1102 Holm\Archive \4.18.11 Permit Application \New Folder \352A Beaver Dam Circle.rckPage 1 of 4 CNJ(REScheck Software Version 4.4.1 Inspection Checklist Ceilings: ❑ Roof: Cathedral Ceiling (no attic), R -48.0 cavity + R -21.0 continuous insulation Comments: Above -Grade Walls: ❑ Wall 1: Wood Frame, 16" o.c., R -23.0 cavity insulation Comments: Windows: ❑ Window 1: Wood Frame:Double Pane with Low -E, U- factor: 0.280 For windows without labeled U- factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 2: Wood Frame:Double Pane with Low -E, U- factor: 0.290 For windows without labeled U- factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 3: Wood Frame:Double Pane with Low -E, U- factor: 0.300 For windows without labeled U- factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1: Glass, U- factor: 0.320 Comments: Air Leakage: Joints (including rim joist junctions), attic access openings, penetrations, and all other such openings in the building envelope that are sources of air leakage are sealed with caulk, gasketed, weatherstripped or otherwise sealed with an air barrier material, suitable film or solid material. ❑ Air barrier and sealing exists on common walls between dwelling units, on exterior walls behind tubs /showers, and in openings between window /door jambs and framing. ❑ Recessed lights in the building thermal envelope are 1) type IC rated and ASTM E283 labeled and 2) sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. Access doors separating conditioned from unconditioned space are weather - stripped and insulated (without insulation compression or damage) to at least the level of insulation on the surrounding surfaces. Where loose fill insulation exists, a baffle or retainer is installed to maintain insulation application. Wood - burning fireplaces have gasketed doors and outdoor combustion air. Air Sealing and Insulation: Building envelope air tightness and insulation installation complies by either 1) a post rough -in blower door test result of less than 7 ACH at 33.5 psf OR 2) the following items have been satisfied: (a) Air barriers and thermal barrier: Installed on outside of air - permeable insulation and breaks or joints in the air barrier are filled or repaired. (b) Ceiling /attic: Air barrier in any dropped ceiling /soffit is substantially aligned with insulation and any gaps are sealed. (c) Above -grade walls: Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. (d) Floors: Air barrier is installed at any exposed edge of insulation. (e) Plumbing and wiring: Insulation is placed between outside and pipes. Batt insulation is cut to fit around wiring and plumbing, or sprayed /blown insulation extends behind piping and wiring. Project Title: 352A Beaver Dam Circle Residence Report date: 04/14/11 Data filename: S: \Suman \SA- Projects \1102 Holm\Archive \4.18.11 Permit Application \New Folder \352A Beaver Dam Circle.rckPage 2 of 4 (f) Corners, headers, narrow framing cavities, and rim joists are insulated. (g) Shower /tub on exterior wall: Insulation exists between showers /tubs and exterior wall. Sunrooms: ❑ Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U- factor of 0.50 and the maximum skylight U- factor of 0.75. New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Materials Identification and Installation: F1 Materials and equipment are installed in accordance with the manufacturer's installation instructions. 11 Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R- value. F1 Materials and equipment are identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. Li Insulation R- values and glazing U- factors are clearly marked on the building plans or specifications. Duct Insulation: F1 Supply ducts in attics are insulated to a minimum of R -8. All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R -6. Duct Construction and Testing: Lj Building framing cavities are not used as supply ducts. ❑ All joints and seams of air ducts, air handlers, filter boxes, and building cavities used as return ducts are substantially airtight by means of tapes, mastics, liquid sealants, gasketing or other approved closure systems. Tapes, mastics, and fasteners are rated UL 181A or UL 181 B and are labeled according to the duct construction. Metal duct connections with equipment and /or fittings are mechanically fastened. Crimp joints for round metal ducts have a contact lap of at least 1 112 inches and are fastened with a minimum of three equally spaced sheet -metal screws. Exceptions: Joint and seams covered with spray polyurethane foam. Where a partially inaccessible duct connection exists, mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking -type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). Fi All ducts and air handlers are located within conditioned space. Heating and Cooling Equipment Sizing: Lj Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. ❑ For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and /or Service Water Heating (Sections 503 and 504). Circulating Service Hot Water Systems: F-1 Circulating service hot water pipes are insulated to R -2. ❑ Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: ❑ HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R -3. Swimming Pools: F1 Heated swimming pools have an on /off heater switch. Lj Pool heaters operating on natural gas or LPG have an electronic pilot light. Timer switches on pool heaters and pumps are present. Exceptions: Where public health standards require continuous pump operation. Where pumps operate within solar- and /or waste - heat - recovery systems. Lj Heated swimming pools have a cover on or at the water surface. For pools heated over 90 degrees F (32 degrees C) the cover has a minimum insulation value of R -12. Exceptions: Covers are not required when 60% of the heating energy is from site - recovered energy or solar energy source. Lighting Requirements: A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following: Project Title: 352A Beaver Dam Circle Residence Report date: 04/14/11 Data filename: S: \Suman \SA- Projects \1102 Holm\Archive \4.18.11 Permit Application \New Folder \352A Beaver Dam Circle.rckPage 3 of 4 (a) Compact fluorescent (b) T -8 or smaller diameter linear fluorescent (c) 40 lumens per watt for lamp wattage — 15 (d) 50 lumens per watt for lamp wattage > 15 and — 40 (e) 60 lumens per watt for lamp wattage > 40 Other Requirements: ❑ Snow- and ice - melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a) the pavement temperature is above 50 degrees F, b) no precipitation is falling, and c) the outdoor temperature is above 40 degrees F (a manual shutoff control is also permitted to satisfy requirement V). Certificate: A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R- values; window U- factors; type and efficiency of space- conditioning and water heating equipment. The certificate does not cover or obstruct the visibility of the circuit directory label, service disconnect label or other required labels. NOTES TO FIELD: (Building Department Use Only) Project Title: 352A Beaver Dam Circle Residence Report date: 04/14/11 Data filename: SAS uman \SA- Projects \1102 Holm\Archive \4.18.11 Permit Application \New Folder\352A Beaver Dam Circle.rck Page 4 of 4 2009 IECC Energy Efficiency Certificate Insulation Rating R -Value Ceiling / Roof 00 Wall Floor / Foundation 23.00 0.00 Ductwork (unconditioned spaces): Door Rating U-Factor SHGC Window 0.30 Door 0.32 NA Cooling Heating & Heating System: Cooling System: Water Heater: Name: Comments: Date: Design Review Board ACTION FORM Department of Community Development M OF VAS ' 75 South Frontage Road, Vail, Colorado 81657 tel: 970.479.2139 fax: 970.479.2452 C04M- NI-V CCvCU rk1P,_ web: www.vailgov.com Project Name: BYERS RESIDENCE DRB Number: DRB110067 Project Description: ADDITION OF 712 SQ. FT. BEDROOM AND RE -ROOF Participants: OWNER BYERS LIVING TRUST 03/22/2011 NANCY R. BYERS TRUSTEE 352 A BEAVER DAN CIR VAIL CO 81657 ARCHITECT MICHAEL SUMAN ARCHITECT, LLC 03/22/2011 Phone: 970 - 471 -6122 PO BOX 7760 AVON CO 81620 License: C000001764 APPLICANT SUMAN ARCHITECT - MICHAEL SUMA 03/22/2011 Phone: 479 -7502 2211 NORTH FRONTAGE ROAD VAIL CO 81657 License: C000001739 Project Address: 352 BEAVER DAM CR VAIL Location: Legal Description: Lot: 5 Block: 3 Subdivision: VAIL VILLAGE FILING 3 Parcel Number: 2101- 071 - 1201 -5 Comments: BOARD /STAFF ACTION Motion By: Action: STAFFAPP Second By: Vote: Date of Approval: 04/06/2011 Conditions: Planner: Bill Gibson DRB Fee Paid: $300.00 Indoor Environmental Services, Inc Dba: Q Consulting, Inc. Project: 352 A Beaver Dam Circle, Vail, Colorado Asbestos Sampling Report — Page 1 of 2 April 18, 2011 Claes Holm Holm Construction, Inc. On April 13, 2011, Quentin Danziger conducted an asbestos inspection of the suspect materials that will be affected by a planned remodel. Asbestos was NOT found, as described below. Homogenous Area Description Number of Samples % Asbestos Square Feet Type /Friable? 01 Texture 3 Non Detect 02 Sheetrock/JC 3 Non Detect 03 External Wall Texture 3 Non Detect [64-- Roof Membrane 3 Non Detect BACKGROUND: A remodel is planned. Indoor Environmental Services was requested to conduct an asbestos inspection of the suspect materials that have been affected, as determined by the contractor. This inspection includes only suspect materials that are visible to the inspector. If other suspect materials become visible during demolition, they must be sampled before they are disturbed. Examples of suspect materials include but are not limited to: linoleum, floor tile, ceiling tile, mastic, sheetrock, joint compound, roofing materials, etc. There are over 3000 known asbestos containing materials. SAMPLING PLAN: Colorado State Requirements - For each homogenous area of less than 1000 square feet, a minimum of three samples must be collected in random areas. For each homogenous area of 1000 — 5000 square feet, a minimum of five samples must be collected in random areas. Areas of 5001 square feet or greater require a minimum of 7 samples. These laws are defined by the EPA (AHERA) and Colorado State Regulation 8. Indoor Environmental Services, Inc Dba: Q Consulting, Inc. Project: 352 A Beaver Dam Circle, Vail, Colorado Asbestos Sampling Report — Page 2 of 2 Determination of homogenous sampling areas — Homogenous Areas are determined by type of suspect material, texture, color and location. Determination of random sampling areas — The samples were collected in a random manner. Thank you for using Q Consulting, Inc. We are proud to be your local indoor air quality consultants. We look forward to working with you in the future. Quentin Danziger, BS, CIE, ABI — Colorado Asbestos Inspector Certification # 12781 Indoor Environmental Services, Inc. Dba Q Consulting, Inc. 970 - 390 -0087 QConsultingInc @yahoo.com EMSL Analytical, Inc. 7330 S. Alton Way Building 12 Suite A, Centennial, CO 80112 Phone: (303) 740 -5700 Fax: (303) 741 -1400 Email: denver)ab rnsl.com Attn: Quentin Danziger Q Consulting, Inc. PO Box 997 Vail, CO 81658 Fax Phone: (970) 390 -0087 Project: 352 -A Beaver Dam Circle - Vail Customer ID: INES78 Customer PO: Received: 04 /15/11 9:00 AM EMSL Order: 221101087 EMSL Proj: Analysis Date: 4/15/2011 Test Report: Asbestos Analysis of Bulk Materials via EPA 600/R- 931116 Method using Polarized Light Microscopy Non - Asbestos Asbestos Sample Description Appearance % Fibrous % Non - Fibrous % Type 01 -01 Inside Wall Plaster White 100% Non- fibrous (other) None Detected 221101087 -0001 Non- Fibrous Heterogeneous 01 -02 Inside Wall Plaster White 100% Non - fibrous (other) None Detected 221101087 -0002 Non- Fibrous Heterogeneous 01 -03 Inside Wall Plaster White 100% Non- fibrous (other) None Detected 221101087 -0003 Non- Fibrous Heterogeneous 02- 01- Plaster Plaster /Sheetrock/ White 100% Non- fibrous (other) None Detected Joint Compound Non- Fibrous 221101087 -0004 Homogeneous 02 -01 -Joint Plaster /Sheetrock/ White 100% Non- fibrous (other) None Detected Compound Joint Compound Non- Fibrous 221101087 -0004A Homogeneous 02- 01- Drywall Plaster /Sheetrock/ Brown/White 10% Cellulose 90% Non- fibrous (other) None Detected 221101087 -00046 Joint Compound Fibrous Heterogeneous 02- 02- Plaster Plaster /Sheetrock/ White 100% Non- fibrous (other) None Detected 221101087 -0005 Joint Compound Non- Fibrous Homogeneous Initial report from 04/15/2011 17:29:16 Analyst(s) Erin Orthun (18) Erin Orthun, Laboratory Manager or other approved signatory EMSL maintains liability limited to cost of analysis. This report relates only to the samples reported and may not be reproduced, except in full, without written approval by EMSL. E no responsibility for sample collection activities or analytical method limitations. Interpretation and use of test results are the responsibility of the client. This report must not be use client to claim product certification, approval, or endorsement by NVLAP, NIST or any agency of the federal government. Non - friable organically bound materials present a problem 1 therefore EMSL recommends gravimetric reduction prior to analysis. Samples received in good condition unless otherwise noted. Samples analyzed by EMSL Analytical, Inc. Centennial, CO NVLAP Lab Code 200828-0 Test Report PLM- 7.23.0 Printed: 4/152011 5:29:16 PM 0 EMSL Analytical, Inc. 7330 S. Alton Way Building 12 Suite A, Centennial, CO 80112 Phone: (303) 740 -5700 Fax: (303) 741 -1400 Email: denverlab(&emsl.com Attr': Quentin Danziger Q Consulting, Inc. PO Box 997 Vail, CO 81658 Fax Phone: (970) 390 -0087 Project: 352 -A Beaver Dam Circle - Vail Customer ID: INES78 Customer PO: Received: 04 /15/11 9:00 AM EMSL Order: 221101087 EMSL Proj: Analysis Date: 4/15/2011 Test Report: Asbestos Analysis of Bulk Materials via EPA 600IR- 931116 Method using Polarized Light Microscopy Non - Asbestos Asbestos Sample Description Appearance % Fibrous % Non - Fibrous % Type 02 -02 -Joint Plaster /Sheetrock/ White 100% Non- fibrous (other) None Detected Compound Joint Compound Non- Fibrous 221101087 -0005A Homogeneous 02- 02- Drywall Plaster /Sheetrock/ Brown/White 10% Cellulose 90% Non- fibrous (other) None Detected 221101087 -00056 Joint Compound Fibrous Heterogeneous 02- 03- Plaster Plaster /Sheetrock/ White 100% Non - fibrous (other) None Detected Joint Compound Non- Fibrous 221101087 -0006 Homogeneous 02 -03 -Joint Plaster /Sheetrock/ White 100% Non- fibrous (other) None Detected Compound Joint Compound Non- Fibrous 221101 087 -0006A Homogeneous 02- 03- Drywall Plaster /Sheetrock/ Brown /White 10% Cellulose 90% Non- fibrous (other) None Detected Joint Compound Fibrous 221101087 -00066 Heterogeneous 03-01 External Wall White 100% Non- fibrous (other) None Detected 221101087 -0007 Texture Non- Fibrous Heterogeneous Initial report from 04/15/2011 17:29:16 Analyst(s) Erin Orthun (18) Erin Orthun, Laboratory Manager or other approved signatory EMSL maintains liability limited to cost of analysis. This report relates only to the samples reported and may not be reproduced, except in full, without written approval by EMSL. E no responsibility for sample collection activities or analytical method limitations. Interpretation and use of test results are the responsibility of the client. This report must not be use client to claim product certification, approval, or endorsement by NVLAP, NIST or any agency of the federal government. Non - friable organically bound materials present a problem i therefore EMSL recommends gravimetric reduction prior to analysis. Samples received in good condition unless otherwise noted. Samples analyzed by EMSL Analytical, Inc. Centennial, CO NVLAP Lab Code 200828-0 Test Report PLM- 7.23.0 Printed: 4/15/2011 5:29:16 PM 2 EMSL Analytical, Inc. 7330 S. Alton Way Building 12 Suite A, Centennial, CO 80112 Phone: (303) 740 -5700 Fax: (303) 741 -1400 Email: denverlab @emsl,,corn Attn: Quentin Danziger Customer ID: INES78 Q Consulting, Inc. Customer PO: PO Box 997 Received: 04 /15/11 9:00 AM Vail, CO 81658 EMSL Order: 221101087 Fax Phone: (970) 390 -0087 EMSL Proj: Project: 352 -A Beaver Dam Circle - Vail Analysis Date: 4/15/2011 Test Report: Asbestos Analysis of Bulk Materials via EPA 600 /R- 93/116 Method using Polarized Light Microscopy Non - Asbestos Asbestos Sample Description Appearance % Fibrous % Non - Fibrous % Type 03 -02 External Wall White 100% Non - fibrous (other) None Detected 221101087 -0008 Texture Non- Fibrous Heterogeneous 03-03 External Wall White 100% Non - fibrous (other) None Detected 221101087 -0009 Texture Non- Fibrous Heterogeneous 04 -01 Roof Membrane Black 15% Cellulose 85% Non- fibrous (other) None Detected 221101087 -0010 Fibrous Heterogeneous 0402 Roof Membrane Black 5% Cellulose 95% Non- fibrous (other) None Detected 221101087 -0011 Fibrous Heterogeneous 04 -03 Roof Membrane Black 5% Cellulose 95% Non- fibrous (other) None Detected 221101087 -0012 Fibrous Heterogeneous Initial report from 04/15/2011 17:29:16 Analyst(s) Erin Orthun (18) Erin Orthun, Laboratory Manager or other approved signatory EMSL maintains liability limited to cost of analysis. This report relates only to the samples reported and may not be reproduced, except in full, without written approval by EMSL. E no responsibility for sample collection activities or analytical method limitations. Interpretation and use of test results are the responsibility of the client. This report must not be use client to claim product certification, approval, or endorsement by NVLAP, NIST or any agency of the federal govemment. Non - friable organically bound materials present a problem i therefore EMSL recommends gravimetric reduction prior to analysis. Samples received in good condition unless otherwise noted. Samples analyzed by EMSL Analytical, Inc. Centennial, CO NVLAP Lab Code 200828-0 Test Report PLM- 7.23.0 Prinled: 4/1512011 5:29:16 PM THIS IS THE LAST PAGE OF THE REPORT. 3 Epifanio Enterprises, Inc. dba Barney's Electrical Services P.O. Box 2162 Vail, CO 81658 -2162 Phone # 970- 376 -4072 Fax # 970- 748 -1965 D.Epitanio @comcast.net Bill To: Invoice Date Invoice # 4/20/2011 1468 Work Performed at 352 A Beaver Dam Circle. Vail Co. 81657. P.O. No. Terms Item Qty Description Rate Load calculation. Lighting and general use. VA. 1. 4200 sq ft x 3VA = 12,600 1.12,600 VA Small appliance / Laundry. 2. 5 X 1500 VA = 7500 VA. 2. 7,500 VA Appliance loads. 3.Oven 50 Amps x 240V 3. 12,000 VA 4.Stove top 40 Amps x 240V 4. 9,600 VA 5.Dishwasher 20 Amps x 120v. 5. 2,400 VA 6.Disposal 15 Amps x 120v 6. 1,800 VA 7.Steamer 40 Amps x240v 7. 9,600 VA 8.Dryer 30 Amps x 240v 8. 7,200 VA 9.Heat mat. 20 Amps x 240v 9. 4,800 VA 10. Dumb waiter 20Amp x 120 10. 2,400 VA Total. 69,900 VA - 10,000 VA = 59,900 VA X 40% 23,960 VA + 10,000 VA General total. = 33,960 VA Total Remit payment to: Payments /Credits Barney's Electrical Services Balance Due Page 1 Project Amount Epifanio Enterprises, Inc. dba Barney's Electrical Services P.O. Box 2162 Vail, CO 81658 -2162 Phone # 970- 376 -4072 Fax # 970 - 748 -1965 D.Epifanio@comcast.net nvoice Date Invoice # 4/20/2011 1468 Work Performed at: 352 A Beaver Dam Circle. Vail Co. 81657. Page 2 P.O. No. Terms Project Item Qty Description Rate Amount 11. Heat 20AMPS X 240V X 65% + 3,120VA Total calculation. = 37,080VA Divide 240 VA Total Amperage. = 154.5 AMPS Remit payment to: Barney's Electrical Services Total $0.00 Payments /Credits $0.00 Balance Due $0.00 Page 2 04/21/2011 12:58 9705246052 ERICS PLUMBING PAGE 01 R96sntwort s Pro"ionet Mechanical Summary Report 4121/2011 Project Information Contact Information Project Assumptions Project Number Designed By Andy Casper Outdoor Temp -20 T Project Quote 1 Company Name Ferguson Enterprises Inc Elevation 8200 fl Pro)®d Name 362A Beaver Dom Clyde Addition Phone Number 970- 328-0740 Wind Speed 15 mph Designed For ErIeR Plumbing & Healing Job Type Residential GYPSUM, Co (Colorado) 81637 Pump Specs Zone Name Flow Hand Delta T Supply Fluid Ternp Zone 1 1.6 GPM 2.6 ft 20 150 "F Zane 2 0.7 GPM 11 ft 20 150 OF Heated Area Descriptions Application Construction Heated Area Product Totals Zone 1 .> Room List (Master Bedroom 302, His Closet 303, Her Closet 304) Total Required (BTU/h) Radiant Hearing UndarFloar 417 fl' (3) 225' Lengths of Ire FlexPlale Radlent%X+ 7-me 2 — Room List (Master Both 305) Maater Bedroom 302 a Radiant Hoofing UnderFloor 180 fF (2) 165' Lengths of 112" 9750 YES FlexPtate RadlantPEX+ Heating Load Summary Project Summary Total Flow: Tube Spacing (in) Intensity (BTU1h•ft2 Back/Edge Losses (BTU /h•ft2) Total Required (BTU/h) Total Provided Supp. (BTU /h) Needed Zone 12234 12974 Maater Bedroom 302 a 34.99 12.01 10848 9750 YES Hls Closet 303 8 9.46 1.28 473 1490 Her Closet 304 8 18.02 14.30 913 1734 Zone 2 4948 8846 Mestar Beth 305 A 27.49 14.00 4948 9846 Project Summary Total Flow: 2.3 GPM Total System Head: 2.6 ft Boiler Load: 23205 BTU/h Total System Volume: 10 Gallons 352a Beaver Dam Circle Copyrlghl(c) Watts Radiant 2008 Page 1 of 2 04/21/2011 12:58 9705246052 EPICS PLUMBING PAGE 02 RadianlWorks Professional Mechanical Summary Report 421/2011 Total Heated Area: 597 ft' Please verify all project information for accuracy. Signature Date: �l 352a Beaver Dam Circle copyright(c) watts Radlant 2008 Page 2 of 2 09 -20 -2012 Inspection Request Reporting n Page 1 3:57 Dm Vail CO - City of 73 Requested Inspect Date: Frida , September 21, 2012 Site Address: 352 IDEAVER DAM CR VAIL -rte A/P /D Information Activity: Bl l -0087 Type: COMBO Sub Type: ADUP Status: ISSUED Const Type: Occupancy: Use: R -3 Insp Area: Owner: BYERS LIVING TRUST Contractor: HOLM CONSTRUCTION Description: ADDITION OF 712 SQ. FT. - BEDROOM Requested Inspection(s) Item: Requestor: Comments: Assigned To: Action: Item: Requestor: Comments: Assigned To: Action: Inspection Histo 534 PLAN -FINAL C/O HOLM CONSTRUCTION 390 -1315 BGIBSON Time Exp: 90 BLDG -Final HOLM CONSTRUCTION 390-1315 AG N Time Exp: Phone: 970 - 476 -1777 Requested Time: 08:00 AM Phone: 970 - 476 -1777 Entered By: JMONDRAGON K Requested Time: 01:30 PM Phone: 970 - 476 -1777 Entered By: JMONDRAGON K Item: 120 ELEC -Rou h ** Approved ** 06/05/12 Inspector: Comment: sgremmer Action: AP APPROVED Item: 200 MECH -Rough ** Approved ** 06/05/12 Inspector: Comment: dryer vent sgremmer too long per code Action: DN DENIED 06/21/12 Inspector: Comment: sgremmer Action: AP APPROVED Item: 30 BLDG - Framing ** Approved ** 06/21/12 Inspector sgremmer Action: APCR APPROVED /CORRECTION REQD Comment: need engineer letter for cut flanges for I joist hanger ok to insulate Item: 50 BLDG - Insulation ** Approved ** 06/25/12 Inspector: Comment: sgremmer Action: AP APPROVED Item: 60 BLDG - Sheetrock Nail Item: 534 PLAN -FINAL C/O Item: 190 ELEC -Final ** Approved ** 08/28/12 Inspector: Comment: mdenney Action: AP APPROVED Item: 390 MECH -Final ** Approved ** 08/28/12 Inspector: Comment: mdenney Action: AP APPROVED Item: 90 BLDG -Final Item: 70 BLDG -Misc. ** Approved ** 06/05/12 Inspector: Comment: stucco sgremmer Action: AP APPROVED Item: 220 PLMB - Rough /D.W.V. ** Approved ** 06/05/12 Inspector: Comment: sgremmer Action: AP APPROVED REPT131 Run Id: 14859 � �„ �. .:�. „� 'j TOWN OF VAIL � / Department of Community Development 75 South Frontage Road Vail, CO 81657 ✓� Te1: 970-479-2128 www.vaiigov.com Development Review Coordinator TRA�SMITTAL FORM Revision Submittals: 1. "Field SeY' of approved plans MUST accompany revisions. 2. No further inspections will be performed until the revisions are approved & the permit is re-issued. 3. Fees for reviewing revisions are $55.00 per hour (2 hour minimum), and are due upon issuance. Permit #(s) information appiies to: Attention: � ( ) Revisions � 1 ---� �'j � � ( ) Response to Correction Letter attached copy of correction letter ( ) Deferred Submittal ( ) Other Project Street ddress: �� � �� C � (Number) (Street) (Suite #) Building/Complex Name: �1� V�'1 �-E�1�51�-d `' Description / List of Changes: ` �✓LUL511 +2�-� � <�—rs4t,rc� �� Contractor Information p( .��� Business Name: _ bl,(��j �r�(s��� �� � � + BusinessAddress:_�- � �p� � -�j�� City _ UG�. \ State: �OO _ Zip: 6 � �j �c� Contact Name: ��S -�-t\1, l/�( Contact Phone: ( � Q ,--�� Q .— � --� � �'� ~ (use additional sheet if necessary) , .. � _. .... � . _ . . „ . . . � ... .. . ...,_ __.. ., , . .. _. . _. Contact E-Mail: C�\ �/►�l � � `Revised ADDITIONAL Valuations (Labor 8� Materials) � �� �(DO NOT include original valuation) X -- Building: $ Owner/Owner's Representative Signature (Required) Plumbing: � Applicant Information � Applicant Name: c��--- L �( Applicant Phone: _ - ( � 6 � � °� (� � � /,� �, t Applicant E-Mail: %5 �T ,. � ��,r,,, �� For Office Use Only: Fee Paid: Received Fr�m: Cash Check # CC: Visa / MC Last 4 CC # exp, date: Auth # Electrical: Mechanical: Total:. 7/ Date Received: $ p �C� �[�"�� AUG � 1U1Z �► �z�o� �-- TOWN OF VAIL . � Boise Building Materials Distribution Boise Building Materials Distribution 1351 East 66`" Avenue Denver, CO 80229 303-289-3271 303-227-9485 (Fax) 1-800-525-1255 August 14, 2012 Tim Boyle, P.E. Boyle Engineering Group 1650 Failridge Road Vail, CO 81657 Re: 11 7/8" BCI 90 Series Joist End Reaction Capacity 352A Beaver Dam Circle Vail, CO "" ; � �,�t� • �i Boise Cascade Per your request, we evaluated the end reaction capacity of 11 7/8" BCI 90 series roof joists at the above referenced address. The scope of our work was to provide a BCI joist end reaction capacity from the attached proposed detail, as designed by your office. No other structural components as shown in this proposed detail were eva►uated by Boise Cascade. Per our review, the attached proposed BCI joist end bearing condition is acceptable provided that the bent steel plate was designed to support the full reaction load. The joist reaction capacity can be determined by the length of solid bearing beyond the existing 2'/" slotted bottom flange. For 11 7/8" BCI 90 series joists, the maximum allowable end reaction for a 3%2" bearing length, with proper web stiffeners each face, is 1950 Ibs. Please feel free to contact me if you have any questions or need any other information. Sincerely, - ' Y% l -.. - '. ___ it �': � : � �r.a'4 - s l ' tI , "*�. Jeff A. Sexton, P.E. -- Engineered Wood Products Boise Building Materials Distribution 1L���IJ \J � AUG l � ZU �t � �Z��° TOWN OF VAIL � . � _ --- - _ _ _ -- _ , T. Boyle Engineering, Inc. 1650 Fallridge Road, Unit C-2 Vail, Colorado 81657 970/476-2170 August 14, 2012 TOWN OF VAIL BUII.DING DEPT. Att: Martin Haeberle ' 75 S. Frontage Road West ; Vail, Colorado 81657 ' Subject: Roof Rafter Notch � 352A Beaver Dam Circle Remodel ' Vail, Colorado Dear Martin: This is to confirm that I have discussed the situation at the above noted remodel where the framer has notched the bottom flange of the BCI rafter with Jeff Sexton from the engineering deparhnent of the regional Boise Cascade office. Essentially he stated that Boise Cascade would stand behind their product if we provided 3%z" of bearing under these rafter ends beyond the 2'h" notched zone. I designed the attached detail to provide this bearing length. I have reviewed this instailation in the field and found that it was implemented according to said detail. The web stiffeners were previously installed by the framer. As svch, these rafters are capable of achieving the maximum reaction capacity of 1950 pounds as stated in Jeff Sexton's &-14-12 letter. Coincidentally, this is the actual end reaction that these rafters would have under a fuli 100 psf snow load. I hereby approve of this installation of the bent plate as installed. Furthermore, I have deternuned that these rafters will support the 100 ps requirement as installed. Please give me a call if you have any questions or comments on this ���tPDO (� O . ''HY��'•• C� • Ot M 6 •. Sincerely yo s, ;�.� 0,�: /� � / JI A .�� _ �i ... President /(]V��. ► •