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Home My WebLink AboutB12-0245Department of Community Development 75 South Frontage Road TOWN OF VAIL i Vail, CO 81657 Tel: 970.479.2128 www.vailgov.com Development Review Coordinator TRANSMITTAL FORM Use this form when submitting additional information for planning applications or building permits This form is also used for requesting a revision to building permits. A two hour minimum building review fee of $110 will be charged upon reissuance of the permit. Application /Permit #(s) information applies to: Attention: ( )Revisions Project Street Address: )Ioqq c-44— p z> (Number) (Street) (Suite #) Building /Complex Name: Applicant. Information (architect, contractor, owner /owner's rep) Contact Name: _C,-A Address: PQ City U f J ,101_)� �, State: �.Q zip: 4 J (P ( ) Response to Correction Letter _attached copy of correction letter O Deferred Submittal 0,Nther 1�-/CaA,L, 1,j5Pi 4: 170,l Description of Transmittal/ List of Changes, Items Attached: Contact Name: V (use additional sheet if necessary) Contact Phone: Building Permits: SPA- /LL Ei'T7 G) J < j)�� Contact E -Mail: Nevised ADDITIONAL Valuations (Labor &Materials) (DO NOT include original valuation) I hereby acknowledge that I have read this application, filled out Building: in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to Plumbing: comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according Electrical: to the town's zoning and subdivision codes, design review ap- proved, International Building and Residential Codes and other Mechanical: ordinances the T cable thereto. X Total: Owner /Owner's RepresentatiVe Signature (Required) For Office Use Only: Fee Paid: Received From: Cash CC: Visa / MC Last 4 CC # Authorization # Check # exp. date: Date Received: I R1 $- CCQ[P= D 0EC 0 5 2013 TOWN OF VAIL TOWN OF FINAL REPORT OF SPECIAL INSPECTIONS Project: u-P.D t v�q p-<- j�J�, . Permit Number: Project Location: 162 R � �jLL4 -.(-�k r' (1Ife -I'll V D494 . Ve. i / , &jjca t ez Owner /Address �7plo, pia -':IiQ (', 1Z_ h . City: V,4-t L.. Zip: Design Professional In Charge:704k,11F, k A 4n,,4a pt_ Address: 0v4n[ I City: � 1Gkt ovo l S 0 1 1 t vim, g State: Zip: � Phone: q Fax: q —70 E -mail: To the best of my information, knowledge, and belief, the special inspections and /or testing required for this project, have been completed in accordance with the contract documents. Interim reports submitted prior to this Final Report of Special Inspections form a basis for, and are to be considered an integral part of this final report. Any discrepancies that were noted in all interim reports have been corrected. Prepared by. Type or P t Name ignature q —t Date Preparer's Seal and Signature Required DEC o 5 2013 TOWN OF VAIL *vlq Too OF FINAL REPORT OF SPECIAL INSPECTIONS Project: K &A P i� e-c l "� r C Permit Number: IQ Project Location: i' to 11 � J13d� ' }�,(` (�,teC__ k 12 OOA , V& ; % , &P10.e es Owner /Address t^? ©(o, (,{LLf Jf _1Z City: VA- l L Zip: SJ (LS-7 Design Professional In C Address: avad, I City: G-TGh 1. V0cL S .b r t vvn S State: 6�2 Zip: i562L Phone:' 701N`J %q W Fax: q 70 4;; E -mail: epkcl t To the best of my information, knowledge, and belief, the special inspections and /or testing required for this project, have been completed in accordance with the contract documents. Interim reports submitted prior to this Final Report of Special Inspections form a basis for, and are to be considered an integral part of this final report. Any discrepancies that were noted in all interim reports have been corrected. AAJ pep " C)AI �� '4f Prepared by: %da1��e; Preparer's Seal and Signature Required DEC OS 2013 TOWN OF VAIL v 12 -04 -2013 Inspection Request Reporting Page 8 4:09 nm Mail, CO City Of Requested Inspect Date: Thursday, December 05, 2013 Site Address: 1699 BU Pc CREEK RD VAIL A/P /D Information Activity B12 -0245 �` Type: COMBO Const TyL Oc pancy: Own UPPPINGER, JORDAN Contract JLL CONSTRUCTION C Description: NEW SINGLE FAMILY RESIDENCE. CANNOT BE ACCESSED BECAUSE UPPER BENCH FIRST AND FOUND CHECKED..B.YENGINEER. n: 540 BLDG -Final C/O )r: HILL CONSTRUCTION :s: 390 -3413 o: JMONDRAGON Inspection History Item: 10 Item: 20 Item: 120 Item: 210 hem: 200 Item: 220 Item: 230 Sub Type: NSFR Status: ISSUED Use: R -3 Insp Area: Phone: 970 - 390 -3413 NOTE: OPEN HOLE SOILS REPORT AT EXCAVATION. SITE OF B' RETAINING WALL. EXCAVATION IN TWO STAGES WITH ATION. SOILS REPORT DONE BEFORE FOUNDATION WORK AND Requested Time: 10:00 AM 970- 390 -3413 BLDG - FOOTING ** Approved ** 09/27/12 Inspector: sgremmer Action: PI PARTIAL SPECTION Comment: garage slab 10/17/12 Comment: inspector: sgremmer Action: AP APPROVED upper BLDG - Foundation /Steel ** Approved " 09/04/12 Comment: Inspector: JRM AS NOTED ON PLANS Action: PA PARTIAL APPROVAL 10/29/12 Comment: Inspector: sgremmer Action: AP APPROVED ELEC -Rou h *' Approved ** 10/09/12 Comment: Inspector: sgremmer Service Action: PI PARTIAL INSPECTION 06/06/13 Comment: Inspector: sgremmer Notch plate feeder under panel Action: DN DENIED 06/10/13 Comment: Inspector: sgremmer Action: AP APPROVED PLMB - Underground '* Approved *' 09/21/12 Comment: Inspector: mdenney Action: AP APPROVED 11/13/12 Comment: Inspector: Martin upper level only Action: PI PARTIAL INSPECTION 06/05/13 Comment: Inspector: sgremmer Action: AP APPROVED MECH -Rough h *' Approved '* 09/27/129 Comment: Inspector: sgremmer in floor heat at garage slab Action: PI PARTIAL INSPECTION 11/16/12 Comment: Inspector: JRM Action: UPPER LEVEL IN FLOOR HEAT 100 # AIR PI PARTIAL INSPECTION TEST 06/05/13 Comment: Inspector: sgremmer Action: AP APPROVED PLMB - Rough /D.W.V. " Approved " 06/05/13 Comment: Inspector: sgremmer Action: AP APPROVED PLMB- Rough/Water ** Approved *' 11/13/12 Comment: Inspector: Martin Upper level only and underground Action: PI PARTIAL INSPECTION 06/05/13 Comment: Inspector: sgremmer Action: AP APPROVED JMONDRAGON \ti' REPT131 Run Id: 14721 w Department of Community Development 75 South Frontage Road TOWN OF �� < 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 �1 ( ) Response to Correction Letter _attached copy of correction letter ( ) Deferred Submittal ( ) Other Project Street Add s: (Number) (St t) (Suite #) Building /Complex Name: Contractor Information Business Name: ✓l/O(�� d�U/J Business Address: � 334 Z City t State: �� Zip: Contact Name: Contact Phone: 3 Contact E -Mail: —6&14 �► /Jyd"% r;7 it &USX/. CO A,* 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, I temational Building and Residential Codes and other ordina s of the wn PIplicable thereto. X Owner /Owner's Representative Signature (Required) Applicant Information Applicant Name: l/ —Vkw/ t(.% Applicant Phone: 0 Applicant E -Mail: Sfi/yiVay U-.0t Z For Office Use Only: Fee Paid: Received From: Cash — Check # CC: Visa / MC Last 4 CC # exp. date: Auth # Description / List of Changes: �"Yr Ito e44r efiv r (use additional sheet if necessary) Revised ADDITIONAL Valuations (Labor & Materials) (DO NOT include original valuation) Building: $ Plumbing: $ Electrical: $ Mechanical: $ Total: $ Date Received: JUL 09 2012 WC !o.'YI TOWN OF VAIL TOWN OFYAII.V JUL 09 2012 ti I TOWN OF VAIL Job Name: ,�,J_ �udl Job Address: i n k j o Permit No.: Z SPECIAL INSPECTION AND TESTING AGREEMENT (To applicants of projects requiring Special Inspection or Testing per Section 1701 of the IBC) The owner or his /her representative, on the advice of the design professional in responsible charge, shall complete, seal, sign and submit a copy of the Special Inspection Agreement and Structural Tests Scheduled to the Town of Vail for review and approval. Signatures are required on both pages; photocopied or faxed signatures are acceptable. The owner and his /her general contractor, where applicable, shall also acknowledge the following conditions applicable to Special inspection Testing: 1. Contractor is responsible for proper notification to the Inspection or Testing agency for items listed.(Page 1) (IBC 1704) 2. Only the testing laboratory should take samples and transport them to their laboratory. 3. Copies of all laboratory reports and inspections are to be sent directly to the Town of Vail by the Testing agency on a weekly basis. 4. Inspection agency to submit names and qualifications of on -site special inspectors to the Town of Vail for review and approval.( Page 2) 5. The special inspector is responsible to immediately notify the Town of Vail Building Official in writing of any concerns and /or problems encountered. 6. It is the responsibility of the contractor to review the Town of Vail approved plans for additional inspection or testing requirements that may be noted. A pre- construction conference at the job site is recommended to review special inspection procedures. 7. The special inspector shall use only the Town of Vail approved drawings. 8. All special inspection field reports must be left on site for review by the Town of Vail staff prior to required inspections or re- inspections. BEFORE OCCUPANCY WILL BE GRANTED: The special inspection agency shall submit a signed and sealed statement that all items requiring testing and inspection were fulfilled and reported. Those items not tested and /or inspected shall be noted in this statement. A copy of the statement shall be maintained at the job site for the Building Inspector's review prior to final inspection. Acknowledgement: Owner: U okimA1 L u ODi tlge_ t ' /_l /Z- Print Nam ate Special Inspection, Agency. ignature Print Mame I ate Project Arch /Eng: _�y� .�.Rw tuy ?Z9 /z gnature Print Name _ A ate Contractor: ow IIU �lw Signature Print Name fDate -3- NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES TOWN ovo' 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 #: B12 -0245 Project #: PRJ12 -0169 Job Address: 1699 BUFFEHR CREEK RD VAIL Applied.....: 06/15/2012 Location......: Issued...: 07/09/2012 Parcel No....: 210312215004 OWNER KUPPPINGER, JORDAN 1706 BUFFEHR CREEK RD VAI L CO 81657 APPLICANT DAVID LAWRENCE IRWIN PO BOX 3342 VAI L CO 81658 CONTRACTOR NOVA GROUP, THE PO BOX 3342 VAI L CO 81658 License: 1040 -B 06/15/2012 06/15/2012 Phone: 970-390-0931 07/09/2012 Phone: 970-390-0931 Description: NEW SINGLE FAMILY RESIDENCE. NOTE: OPEN HOLE SOILS REPORT AT EXCAVATION. SITE CANNOT BE ACCESSED BECAUSE OF 8' RETAINING WALL. EXCAVATION IN TWO STAGES WITH UPPER BENCH FIRST AND FOUNDATION. SOILS REPORT DONE BEFORE FOUNDATION WORK AND CHECKED BY ENGINEER. Occupancy: R -3 Type Construction: VB Valuation: $641,700.00 ........... ........................,....., .. .....,..<............ FEE SUMMARY ......,..............,,... ,....,......................,.. .......... ....» Building Permit ------ - - - - -> $3,908.25 Bldg Plan Check ----- - - - - -> $2,540.36 Use Tax Fee------------------ - - - - -> $12,634.00 Electrical Permit ---- - - - - -> $414.00 Elec Plan Check ------ - - - - -> $269.10 Restuarant Plan Review--- - - - - -> $0.00 Mechanical Permit - - - - - -> $400.00 Mech Plan Check ---- - - - - -> $100.00 Additional Fees--------------- - - - - -> $0.00 Plumbing Permit --- - - - - -> $240.00 Plmb Plan Check ---- - - - - -> $60.00 Recreation Fee--------------- - - - - -> $1,062.00 Investigation------------------ - - - - -> $0.00 Will Call ------------------------------ > $20.00 TOTAL PERMIT FEES--------- - - - - -> $21,647.71 Payments ------------------------------- > $21,647.71 BALANCE DUE ------------------------ > $0.00 DECLARATIONS 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 INSPECTION SHALL BE MADE TWENTY -FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM 8:00 AM - 4:00 PM. combination permit_012811 4FLPM5 �WN CONDITIONS OF APPROVAL TO BE MET PRIOR TO FINAL SIGN OFF Permit #: B12 -0245 Owner: KUPPPINGER, JORDAN combination permit_012811 Address: 1699 BUFFEHR CREEK RD VAIL Location: WN *VAIL REQUIRED INSPECTIONS AND STATUSES Permit #: B12 -0245 Owner: KUPPPINGER, JORDAN Address: 1699 BUFFEHR CREEK RD VAIL Location: Item: 00010 BLDG - FOOTING Item: 00020 BLDG - Foundation /Steel Item: 00120 ELEC -Rough Item: 00210 PLMB- Underground Item: 00200 MECH -Rough Item: 00220 PLMB- Rough /D.W.V. Item: 00230 PLMB- Rough/Water Item: 00240 PLMB -Gas Piping Item: 00310 MECH- Heating Item: 00340 MECH -Misc. Item: 00410 Special Inspect - progress rept Item: 00030 BLDG - Framing Item: 00050 BLDG - Insulation Item: 00060 BLDG - Sheetrock Nail Item: 00070 BLDG -Misc. Item: 00190 ELEC -Final Item: 00290 PLMB -Final Item: 00390 MECH -Final Item: 00420 Special Inspect -final rept Item: 00022 PLAN -ILC FRAMING Item: 00540 BLDG -Final C/O Item: 00542 PLAN -FINAL Item: 00090 BLDG -Final combination permit-012811 TOWN OF VAIL, COLORADO Statement Statement Number: R120000875 Amount: $19,108.2707/09 /201210:27 AM Payment Method: Check Init: WC Notation: Check Number 11673 Permit No: B12 -0245 Type: COMBINATION BLDG PERMIT Parcel No: 2103 - 122 - 1500 -4 Site Address: 1699 BUFFEHR CREEK RD VAIL Location: Total Fees: $21,647.71 This Payment: $19,108.27 Total ALL Pmts: $21,647.71 Balance: $0.00 ************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------- BP - - - - -- 00100003111100 ------------------------ - - - - -- BUILDING PERMIT FEES ------ - - - --- 3,908.25 EP 00100003111100 ELECTRICAL PERMIT FEES 414.00 MP 00100003111100 MECHANICAL PERMIT FEES 400.00 PF 00100003112300 PLAN CHECK FEES 430.02 PP 00100003111100 PLUMBING PERMIT FEES 240.00 RF 11.100003112700 RECREATION FEES 1,062.00 UT 11000003106000 USE TAX 40 12,634.00 WC 00100003112800 WILL CALL INSPECTION FEE 20.00 TOWN Of VA 1� J j Department of Community Development 75 South Frontage Road Vail, CO 81657 Tel: 970 - 479 -2128 www_vailgov.com Development Review Coordinator BUILDING PERMIT APPLICATION (Separate applications are required for alarm & sprinkler) ._........ _........ Project Street nnAddress: /� I /_ G G F� „t�t-P.�Q d` C (Number) (Street) n� (Suite #) jBuilding /Complex Name: k ?).a�1,uQp0 R65, ve -drop- _ Contractor Information Project #: i Building Permit #: B” �C "� C/5 Lot #: Block # Subdivision: Business Name: l� 11f 0 Illy 6 tR 0 uid Work Class: New (X Addition ( ) Alteration ( ) Business Address: _ &Q x �q Z City Type of Building:..._. _ -.. �/� State: Ga• Zip: Q(6$8 Single Family (X) Duplex ( ) Multi - Family ( ) Contact Name: LV Ito Commercial ( Other( ) Q�d- 3U -D43! - Contact Phone: _ .. .._ ___ _ _. Work Type: Interior ( ) Exterior ( ) Both (x) Contact E -Mall: -cWA an tj Ts '" W, --- _...----- ._.._..- .._...._.. . I hereby acknowledge that I have read this application, filled out Valuation of in full the information required, completed an accurate plot plan, Work Included Plans Included Work 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 ordinances of the Town applicable thereto. X Aaw Owner /Owner's Representative Signature (Required) A )Yes Mechanical (x )Yes ( )No (.,., )Yes ( )No U 'CJG Plumbing (X )Yes ( )No C )Yes ( )No Building (X)Yes ( )No (y._)Yes ( )No Value of all work being performed: $ (,411700 (value based on IBC Section 109.3 & IRC Section 108.3) Electrical Square Footage :�J-4'Z4_ Applicant Information ! Detailed Scope and Location of Work: A) U) bi&!9LE Applicant Name: Q�1r "T-k lw gAa_Aae Applicant Phone: 390 - O Ct *6 I j �JQT ; OaCIA !ApplicantE -Mail: SN n oFi`G 2 dX 56U•LoM _'i BXG,9lJ19- T1ntk)) Z 116 C AIAOT Ibo, Ar -cabbed Project Information '/ _�PC /�U S t✓ 8 'rA till lWG U1 a ll/ {k• X CG4 P9100u, Owner Name: �oILAAW leo Two 5r(>�,C�S �r�/J�E12, � dl Ut "t"'Ip.o Parcel #: 210 l 2 2 l 600!!4 9 r /I p, (For Parcel #, contact Eagle county Assessors office at (970- 328 -8640 or visit ` Did i✓�l �CDAI �DC S 1(Gl%OQ A ((A1 www.eaglecounty uslpatie) -�QtJ�l9 R (�(ON (Jll OQ f� ___._.__... _... ,._ ___ _ ... _ .__. _... _._. - _..__. - - -- - (use additional sheet if necessary) 11.1 For Office Use Only: Fee Paid: Received From: Cash Check # - CC: Visa / MC Last 4 CC # Auth # exp date: Date Received: i1-p- [E ../'(((1UN 15 2012 TOWN OF "VAIL 115- Mar -2012 mom E -malt: sn@Mutofit2(&rnsn com website: www.1U- NovaGroup.cwm David Lawrence Irwin P.O. Box 3342 Vail, Cokndo 81658 July 2, 2012 To: . Vail Attn: Building Department From: David Irwin/The Nova Group Letter of Record Subject: Building Comments Response Re: B12 9 #— OZ-q5 OWE To Whom It May Concern: • F�JUL 0 2 cult 1. All sheets will be sealed and signed by registrant. 1 TOWN OF VAIL 2. Who is the site engineer for this Project? Hepworth - Pawlak Geotecchnical,Inc. and Dale Wibbenmeyer A. Impact of surcharges by the new building and drainage on the existing retaining walls. J ' A section of this existing wall is proposed to be removed for a driveway and be rebuilt to die into new building. All new proposed footings for the proposed building are located lower in elevation compared to the bottom of the existing retaining wall therefore there will be no extra loading or i surcharges against the existing retaining wall. The drainage will remain the same or be less of an impact to exiting retaining wall. ( as per Jeff Leonardo) B. How is the existing wall structure integrity to be maintained during excavation? Where excavation is being done the wall is being removed. The upper cut excavation is far enough away where it will have no impact on existing retaining wall. ( as per Ted Johnson: excavator) C. Provide details and design for the proposed boulder walls as required by the Town of Vail amendments to the building code. Details and design located on Landscape Plan Sheet. (as per Dale Wibenmeyer: engineer) D. Provide design for the proposed disturbance fence. Distuubance fence location is shown on Site Plan and will be Standard orange web plastic with 4' steel landscape stakes to secure every 20'. ( as per David Irwin: General Contractor) Sheet A2 — Item # 1. How is drainage being provided adjacent to doors and stairs. All doors will be min. of 3" above outside surface treatment. All outside stairs will have min. '/4" per foot drainage and away from stairs. Sheet A2.1— Item #1. Provide details and plank for required Radon system per Town of Vail, amendments. Inchtde in electrical plan. Have shown location of Radon System on Sheets C 1, E1, E2, A2 and A2.1. This System will be wired. Sheet A2.1- Item #2. Show rise and run on entry stairs. Have shown rise @ 73/4" and run @ 11 '/4 " on sheet A2. 3. Sheet A2.1- Item #3. Rise on the stairs to be a maximum of 7 %" per IRC 2009. Revise plans. Stairs have a rise between 7 �V2" and 7 '/4" max. per IRC 2009. 4. Sheet A2.1- Item # 4. Provide cross section of proposed stairs showing compliance for guards and handrails to include cross - sectional criteria. Cross section of stairs on C I showing compliance for guards and handrails. Continuous handrail @ 36" height and size per IRC 2009 Shed A2.1- Item #S. Plans to identify fire rating between garage and living space to include how penetrations are to be addressed. See mechanical and electrical equipment pen "ing fire walls. Include details. The walls will have 5/8" `X' firerock in garage with R -21 in walls and R- 30 foil faced insulation in ceiling which will establish a one hour fire rating. All other penetrations will be closed foam sprayed. 6. Sheet A2.1- Item #6. Provide rescheck showing compliance with the 2009 IECC. Plans are required to reflect energy calculations. Include u values for window fenestration on plans. See Town of Vail Amendments requiring a maximum of .30 u value. Energy Calculations have been posted on sheet M1.The u values ( .27 -.30 )for window fenestration and posted on sheet A2 -1. (Energy cal. Per Mr.Heat @ 110,423 BTU'S) 7. Sheet A2.1 - Item # 7. Plans to include annotation that the NCFR certificate label to be on glazing at time of rough inspection. This NCFR certificate label has born noted on sheet C 1. AJt 1 Sheet A2.3 - Item #1. Plans to reflect ceiling height of loft conforming minimum ceiling heights per the IRC. This has been indicated to be 10 "6" ceiling height per the IRC and clouded. Shed C 1 - Item # 1. Provide a detail for the proposed roof system to include weather protection. See criteria for unvented roof systems within the Town of Vail amended ordinances. This will be a Metal Roof or 40 year asphalt with ice & water shield ( Grace) over entire roof. The unvented roof will have closed cell R-49 insulation. 2. Sheet C 1 - Item # 2. Please provide wall sections showing flashing, weep screed, weather protection, and insulation are to be installed. The provided cross - section is lacking this information in several areas. These details are now shown on Sleet C 1. Shed G1- Item #1. Provide complete gas piping plans. Only one level floor plan submitted. This sheet shows all piping for all levels with length and rise. Will also show with sheet M1. 2. Sheet G 1— Item #2. Show building sewer, water, and gas supply location materials and depths on site Plan. All utilities already stubbed to lot. Just need to take to house about (40') Will rim according to 2009 code requirements. Sheet M 1 — Item # 1. Provide mechanical plans for proposed project to include exhaust system proposed for kitchen. Have included sheet M 1 to plans. Exhaust hood 400 cf n will have a B vent pipe for external ventilation. 1. Sheet E2 — Item # 1. Plans to reflect the required GFCI receptacles. All outlets in garage, baths, kitchen and outside to be GFI protected. 2. Sheet E2 — Item #2. Plans to reflect the required AFCI circuits. Every other outlet except for garage, baths, kitchen and outside to be AFCI circuits. 3. Sheet E2 — Item # 3. Plans to reflect the required CO /Smoke detectors. The Carbon Monox Detector ( wired) one min. on each floor. The Smoke Detector (wired) in each bedroom and each level. 4. Sheet E2 — Item #4. Provide electrical load calculations per Town of Vail submittal requirements. Attached sheet and shown on Sheet E2. Attached sheet and shown on Site Plan. (as per David Irwin) Attached sheet and shown on Landscape plan. ( as per Dale Wibenmeyer: engineer) 71y, Yours, . David Irwin esign lutions .inc E N G I N E E R I N G Date: 06.27.12 To: Martin A. Haeberle Chief Building Official Town of Vail 970.479.2138 ProiecViob Number.' Kuppinger Residence Letter of Record Job # 0206 -12 PO BOX 2494 AVON, CO 81620 PH. 970.949.7100 FAX. 970.949.3377 This "Letter of Record" is in regards to the "Structural Comments" and "Public Works Comments" for the above referenced project. The following comments from the Town of Vail are followed by their remedies: Structural Comments SHEET S1: 1. Sheet S1 - Item # 1. The Town of Vail has amended the IRC to require the structural design to be in accordance with the IBC. Revise general note. The above has been adjusted and clouded on sheet S1. Sheet S1 - Item # 2. Plans to reflect required special inspections per section 1704.1.1IBC. Sheet S1 in the "General Notes" reflects any special inspections that may be required per the local building departments requirements. At this time we feel that there are no special inspections needed except a soil report as stated in the general notes sheet S1. 3. Sheet S1- Item # 3. Provide details for the propose boulder walls. Details for boulder walls shall be provided by a geotechnical engineer. 4. Sheet S1 - Item # 4. Clarify the loading proposed against the existing walls and any possible surcharge. A section of this existing wall is proposed to be removed for a drive way and rebuilt to die into the new building. All new proposed footings for the proposed building are located lower in elevation compared to the bottom of the existing retaining wall f. • Page 2 June 27, 2012 therefore we believe that there will be no extra loading or surcharges against the existing retaining wall. 5. Sheet S1 - Item # 5. How is the stone walls to be laterally supported and how is drainage being provided? See section 5 S1. Detail 5 /S1 is a typical stone veneer support for a maximum height of 6-0. It is supported on a steel angle with expansion anchors as described in the detail. All waterproofing, flashing, and drainage requirements are per the architect. 6. Sheet S1- Item # 6. Soils to be included in the special inspection criteria due to the soils investigation work has not been done per the applicant. This is stated under the Foundation Design section in the General Notes on Sheet S1. SHEET S2: Sheet S2 - Item # 1. For inspection purpose clarify driven pins referenced for bearing walls. Manufacturer? On sheet S1 we have noted under the Structural Wood Framing section in the General Notes what drive pins should be used and this has been clouded. SHEET S3: Sheet S3 - Item # 1. Snow retention system to be designed by the structural engineer per Town of Vail building code amendments. Revise plans to reflect the required retention system. Once a manufacturer, design and location have been specified by the architect our office will provide structural details of how to connect it to the roof structure. 2. Sheet S3 - Item # 2. Plans do not reflect design for the proposed stairs. Please provide. This has been reflected and clouded. Public Works Comments Item # 1. Engineered stamped plans required for boulder walls. Details for boulder walls shall be provided by a geotechnical engineer. If you have any questions or concerns please call me at 970.949.7100. 1. All outlets in garage, baths, kitchen and outside to be GFI protected 2. Every other outlet except for garage, baths, kitchen and outside to be AFCI circuits 3. Carbon Monox Detector (wired) one min. on each floor 4. Smoke Detector (wired) in each bedroom and each level 5. Electric load calculations: lighting small appliance & dishwasher .Wuxlry range . dryer . snowmelt steam shower future hot tub Total = 6. Electric Meter Location (south/west corner) 200 amp 10 3w from Holy Cross 7. Exterior light location ( ) total 7 8. Total load with prewire for all 38.4 kw 5.9 kw 4.5 kw 1.5 kw 8.5 kw 5 kw 3 kw 5 kw 5 kw 38.4 kw 9. IRC 2009 code: 50% of all interior lighting fixtures to rated " High Efficiency" 10. Wire for Radon Exhaust per IRC Appendix F 1. Is the exterior perimeter of the structure less than 300 feet? (IFC 503.1.1) The exterior perimeter is 254 feet. 2. If the structure perimeter is less than or equal to 300 ft., does the site provide for year round access by foot? (IFC 504.1) Yes the site has year round access. 3. Does the driveway between the staging area and the right-of-way comply with Vail Town Code? (Chapter 14 -3, Vail Town Code) Yes any fire could be fought from main street access. 4. Does the point of fire apparatus access comply with the min. staging requirements per Vail Town Code? (Chapter 14 -4, Vail Town Code) Yes the apparatus access complies. 5. Does the fire department access and staging comply with the Vail Municipal requirements? Yes there is access and staging per code. 6. Does the site have adequate fire flow from a min. of two fire hydrants within five hundred feet of the approved fire staging? ( IFC 509.1) Yes with one hydrant @ 401, one hydrant @ 250', one hydrant @ 320' 7. Does the structure meet the requirements for the Urban Wildfire Interface Code? Yes there are no significant trees on this lot. 8. For structures two stories or less: Are all portions of the interior within thirty foot line of sight of a max. of one hundred and fifty foot route of an approved hose lay and have an approved monitored addressable fire alarm and detection system? Yes within 30' line of sight. No fire alarm system, but a detection system only. � I L ^Oit �1MY11\ f 1 � J; I jjj 1( j d ij1 �pp r,7 w 4 Pty! r�fYelA�jE►Y1 .1 R..na AA9e Tc ar C'aA»,,jwt -or-13 V L Q e-k P� E� T141 +�: �► i`� � � Q� 1 • �i�MiZ iM f 6�IG i i#40 MgLL flotmail Print Message Jeld -Wen Thermal performance From: Brad Wright (brad @abwdco.com) Sent: Thu 6/28/12 3:23 PM To: snapoutofit2 @msn.com 1 attachment Nova Group - Kuppinger -Scott Jeld -Wen thermal performance 6- 28- 12.pdf (52.0 KB) Dave, Page 1 of 1 Please see attached thermal performance ratings on our product. All of our product will be NFRC rated & labeled which is what the town wants to see. Please review and let me know if you have any questions. Please let me know if I can be of further assistance. Thank You, Brad Wright ABWD -Alan- Bradley Windows and Doors, Inc. 970 -481 -3394 Cell 970 -524 -2201 Vail Valley Office 970 -524 -2203 Vail Valley Fax 970 -871 -6799 Steamboat Office 970 -871 -6798 Steamboat Fax brad @abwdco.com http: / /snl27w.sntl27.mail. live. coin /mail/PcintMessages .aspx ?cpids =857a34ae -c 167 -11 el -... 6/28/2012 Hotmail Print Message Page 1 of 1 1699 Buffehr Creek Road From: Dave Young (dave @hpgeotech.com) Sent: Wed 6/27/12 10:19 AM To: Dave Irwin (snapoutofit2 @msn.com) Dave; as per our discussion yesterday we will observe the foundation excavation to evaluate the exposed soil bearing conditions for the proposed residence on Lot 4 on Buffehr Creek Road. I will put together a services agreement for the project and send over to you. Let me know your schedule. Thanks Davis A. Yoama, P.E. 3aadar Project Pagiaacr HEPWORTH- PAWLAK GEOTECHNICAL, INC. 5020 Camty Road 154 Gkowood Springs, CO 81601 Phone: ' 0• ' -7M O Fax: 970 -945 -8454 W: / /snl27w.sntl27.nudl. live. com /maillPrintMessages .aspx ?cpids=dd8c573O- cO73 -1 ]e1 -b... 7/2/2012 CNJ(REScheck Software Version 4.4.3 Compliance Certificate Project Title: KuppingerResidence Energy Code: 2009 IECC Location: Vail, Colorado Construction Type: Single Family Glazing Area Percentage: 14% Heating Degree Days: 9248 Climate Zone: 6 Construction Site: 1699 Buffehr Creek Road Vail, CO 81658 Permit # B12 -0254 Permit Date: 716/2012 Owner /Agent: David Irwin The Nova Group P.O. Box 3342 Vail, CO 81658 970- 390 -0931 snapoutofit2 @msn.com trade-off _Con-�jii7,1_1t' Passes using UA Compliance: 2.5% Better Than Code Maximum UA: 553 Your UA: 539 The % Better or Worse Than Code index reflects how close to compliance the house is based on code tradeoff rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum -code home. 8/ca -Oc Y5 Designer /Contractor: Tim Clark The Nova Group P.O.Box 3342 Vail, CO 81658 626- 233 -4837 ttclark @aol.com Ceiling 1: Cathedral Ceiling 800 49.0 0.0 18 Ceiling 2: Flat Ceiling or Scissor Truss 1094 49.0 0.0 28 Wall 1: Wood Frame, 16" o.c. 3040 21.0 0.0 148 Window 1: Metal Frame:Triple Pane with Low -E 420 0.290 122 Door 1: Solid 24 0.260 6 Basement Wall 1: Solid Concrete or Masonry 1920 11.0 0.0 94 Wall height: 12.0' Depth below grade: 12.0' Insulation depth: 12.0' Floor 1: Slab -On- Grade: Heated 160 11.0 123 Insulation depth: 2.0' 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 4.4.3 and to comply with the mandatory requirements led in the REScheck Inspection Checklist. �1�A111� �RcUiuJ -- YG�C57 tV� � c�%�:'Gl/�Z 7 l2 Name - Title Signature Dat Project Title: KuppingerResidence Data filename: Untitled.rck Report date: 07/05/12 Page 1 of 4 CNJ(REScheck Software Version 4.4.3 Inspection Checklist Energy Code: 2009 IECC Location: Vail, Colorado Construction Type: Single Family Glazing Area Percentage: 14% Heating Degree Days: 9248 Climate Zone: 6 Ceilings: ❑ Ceiling 1: Cathedral Ceiling, R -49.0 cavity insulation Comments: ❑ Ceiling 2: Flat Ceiling or Scissor Truss, R -49.0 cavity insulation Comments: Above -Grade Walls: ❑ Wall 1: Wood Frame, 16" o.c., R -21.0 cavity insulation Comments: Basement Walls: ❑ Basement Wall 1: Solid Concrete or Masonry, 12.0' ht / 12.0' bg / 12.0' insul, R -11.0 cavity insulation Comments: Windows: ❑ Window 1: Metal Frame:Triple Pane with Low -E, U- factor: 0.290 For windows without labeled U- factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1: Solid, U- factor: 0.260 Comments: Floors: ❑ Floor 1: Slab -On- Grade: Heated, 2.0' insulation depth, R -11.0 continuous insulation Comments: Slab insulation extends down from the top of the slab to at least 2.0 ft. OR down to at least the bottom of the slab then horizontally for a total distance of 2.0 ft. 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. ❑ Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. Air Sealing and Insulation: Project Title: KuppingerResidence Report date: 07/05/12 Data filename: Untitled.rck Page 2 of 4 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 50 pascals 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. (f) Corners, headers, narrow framing cavities, and dm joists are insulated. (9) Shower /tub on exterior wall: Insulation exists between showers /tubs and exterior wall. Sunrooms: F-I 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: Materials and equipment are installed in accordance with the manufacturer's installation instructions. F-1 Materials and equipment are identified so that compliance can be determined. F1 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: Lj 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: F-I Building framing cavities are not used as supply ducts. Lj 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 181B 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 1/2 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). F-1 Duct tightness test has been performed and meets one of the following test criteria: (1) Postconstruction leakage to outdoors test: Less than or equal to 279.5 cfm (8 cfm per 100 ft2 of conditioned floor area). (2) Postconstruction total leakage test (including air handler enclosure): Less than or equal to 419.3 cfm (12 cfm per 100 ft2 of conditioned floor area). (3) Rough -in total leakage test with air handler installed: Less than or equal to 209.6 cfm (6 cfm per 100 ft2 of conditioned floor area). (4) Rough -in total leakage test without air handler installed: Less than or equal to 139.8 cfm (4 cfm per 100 ft2 of conditioned floor area). Temperature Controls: Where the primary heating system is a forced air - furnace, at least one programmable thermostat is installed to control the primary heating system and has set - points initialized at 70 degree F for the heating cycle and 78 degree F for the cooling cycle. F1 Heat pumps having supplementary electric- resistance heat have controls that prevent supplemental heat operation when the compressor can meet the heating load. Heating and Cooling Equipment Sizing: ❑ Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. F1 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: Circulating service hot water pipes are insulated to R -2. Project Title: KuppingerResidence Report date: 07/05/12 Data filename: Untitled.rck Page 3 of 4 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: ❑ Heated swimming pools have an on /off heater switch. 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. ❑ 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: Lj A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following: (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: Fi 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's'). 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: KuppingerResidence Report date: 07/05/12 Data filename: Untitled.rck Page 4 of 4 0 2009 IECC Energy �( Efficiency Certificate Ceiling / Roof 49.00 Wall 21.00 Floor / Foundation 11.00 Ductwork (unconditioned spaces): Window 0.29 Door 0.26 NA Heating System: Cooling System: Water Heater: Name: Date: Comments: ��a -Days Ak TRA -MAGE PRODUCT DATA SHEET ROOF ACCESSORY SYSTEMS DESCRIPTION • Designed for standing seam metal roofs • Available for all rib types including: ]7 DOUBLE LOCK SINGLE LOCK'L' TEE SEAM ZIP RIB SNAP LOCK • Accepts 3/4" fence pipe • Allows for full installation without any penetration of the roof surface • Powder coated to match roofing material color • Overall dimensions: 4 -1/2 "L X 1- 5/16 "W X VAR height • Height of clamp varies based on rib type and height MATERIALS • 3/16" Steel (ASTM A709 Gr 36) • 1/4" Aluminum • 3/8" Dia X VAR carriage bolt (2) COLORS /FINISHES • Zinc plated steel (ASTM B 633, Type II, SC3) • Mill finish Aluminum • Powder coating available in RAL Standard colors • Visit www.tra - mage.com to see color chart NOTE: Due to specific job conditions, TRA -Mage will only warranty a snow retention system /layout that has been deisgned by TRA -Mage. r / � I \r-F Q � 1 •. i �+—�- a art e' �•{ �' IL --- 4 11T -I These dimensions vary based on the panel rib type and height BRACKET DIMENSIONS DO NOT SCALE TRA -MAGE, inc. 1657 South 580 East American Fork, UT 84003 C22Z CLAMP -ON 2 PIPE SNOW FENCE SYSTEM FOR: STANDING SEAM METAL WRENCH 10 30 FT LB COLLAR: PREVENTS LATERAL PIPE MOVEMENT CLAMP TEETH TO BE PLACED BELd -" °ANEL HEM BRACKET INSTALLATION DO NOT SCALE FOR MORE INFORMATION CALL: (800) 606 -8980 VISIT US ON THE WEB: www.tra- mage.com SB- DUSPN -r" BIa -oag5 HEPWORTH - PAWLAK GEOTECHNICAL, INC. 5020 County Road 154 Glenwood Springs, Colorado 81601 Phone: 970 -945 -7988 Fax: 970 -945 -8454 E -mail: hmeoAhmeotech.com PROFESSIONAL SERVICES AGREEMENT June 26, 2012 Job No. 112 214A Nova Group Attn: Dave Irwin P.O. Box 3342 Phone: (970) 390 -0931 Vail, Colorado 81658 Snapoutofit2Qmsn.com Project: Excavation Observation, Proposed Residence, Lot 4, Filing 1, Zneiner Subdivision, 1699 Buffeher Creek Road, Vail, Colorado Professional Services: Hepworth - Pawlak Geotechnical, Inc. (H -P GEOTECH) agrees to perform the services outlined below. The CLIENT may subsequently amend the scope of services with the concurrence of H -P GEOTECH. Services provided by H -P GEOTECH will be consistent with the engineering standards prevailing at the time and in the area that the services are performed; no warranty, express or implied, is intended. CLIENT is responsible to provide the information known to be existing regarding the project as it applies to the execution of H -P GEOTECH's services. Please note the attached Terms and Conditions are a part of this Agreement and contain a limitation of liability clause. Scope of Services: Make site visits as requested to observe the soils exposed in the building excavation and provide an opinion on their suitability for foundation support. You have assumed spread footings bearing on the natural soils as the foundation type. Subsurface exploration to evaluate the soils within the loaded depth of the foundation influence is not requested. Variations in the subsurface conditions not identified could increase the risk of foundation movement and building distress. Present the findings of the services performed in letter reports. Additional scope of services will be based on the unit charges and Terms and Conditions of the attached Fee Schedule. Fee: Our fee will be based on the unit costs listed on the attached Fee Schedule and other costs needed to perform our services. Termination: This Agreement may be terminated by either party upon reasonable written notice. Our services will be stopped and fees will be calculated to include all services performed and materials used or ordered. Acceptance: We are proceeding with the above scope of services based on the verbal authorization by Dave Irwin on June 26, 2012. Unless notified otherwise, we assume that you accept this Agreement. Prior to issuing our report, one copy of this Agreement must be signed and returned to us. HEPWO,TWPAWLAK GEOTECHNICAL, INC. by David . Young, E. /ksw j CLIENT Signature (please print) & 7 -,- L�� 3 Department of Community Development 75 South Frontage Road TOWN OF VAI! s Vail, CO 81657 Tel: 970 - 479 -2128 www.vailgov.com Development Review Coordinator BUILDING PERMIT APPLICATION (Separate applications are required for alarm & sprinkler) . ........... ... _.. Project Street Address: m— &Etellle (Number) (Street) (Suite #) Building /Complex Name: Contractor Information Business Name: `Tilt AJ0 U A 6anuQ Business Address: �D x 3$,4 Z City LZA t State: Co. zip: A1,6$48 Contact Name: l VAU l Q Td-q) l(l) Contact Phone: quo - M 0 - 04 61 Contact E -Mail: 5 A1a40j)dT0 F!T 2 6 02614J. I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the town's zoning and subdivision codes, design review ap- proved, Intemational Building and Residential Codes and other ordinances of the Town applicable thereto. / I 1/1/JiG X j t Owner /Owner's Representative Signature (Required) Applicant Information Applicant Name: QAJLQ "MJLV* 0 Applicant Phone: Mo - o R 3 I Applicant E -Mail: SIUAIQoiST n-rtT 2 1$OU. r-na Project Information Owner Name: U DiLgfl A) &-A - Parcel #: 218 :� 1 2 Z l 6004 (For Parcel #, contact Eagle County Assessors Office at (970 - 328 -8640 or visit www.eaglecounty.us/patie) For Office Use Only: Fee Paid: Received From: Cash Check # CC: Visa / MC Last 4 CC # exp date: Auth # Project #: &,T —q (D DRB #: bp—A 1, V �) 0 R 6. Building Permit #: R1 ^ a —0 o?lq,5 Lot #: Block # Subdivision: i i Work Class: New (X) Addition ( ) Alteration ( ) i Type of Building: Single- Family (X ) Duplex ( ) Multi - Family ( ) Commercial ( ) Other( ) Work Type: Interior ( ) Exterior ( ) Both (X ) Valuation of Work Included Plans Included Work t Electrical ( X)Yes ( )No (; <)Yes ( )No 1-7,6 od Mechanical (x )Yes ( )No (.---(.)Yes ( )No 20,()06 Plumbing (x )Yes ( )No (,/-,)Yes ( )No 16,000 Building (x )Yes ( )No (,-)Yes ( )No Value of all work being performed: $ 641 -Ina (value based on IBC Section 109.3 & IRC Section 108.3) 1 Electrical Square Footage :k 14CL -4 f Detailed Scope and Location of Work: nT EW 5[ NG E BxGAJA�'IOdTSrYc� GAIUaJ[�' he �4ece>;sec� iP_C t1Use of e' UZ X Cog yr7"11IOU) �� Ewa s�'�es w/ �)��oe►Q. �� /� ss � `Foyn1 A�Y'coed . t�oc i s �OoL�' n��Ne (use additional sheet if necessary) Lr0vNa RT(OA1 UJ Ok- _ - Y Date Receilved: ECIF OWE rrJU��N 15 2012 ^^ Y � �" 5 a _TOWN OF VAIL 15- Mar -2012 Account Account: R054468 Location Parcel Number 2103 - 122 -15 -004 Tax Area SC103 - VAIL (TOWN) - SC103 Situs Address 001699 BUFFEHR CREEK RD Legal Summary Subdivision: ELENI ZNEIMER SUBDIVISION Lot: 4 R824581 DEC 02 -24 -03 R824582 MAP 02 -24 -03 R861486 DEC 12 -10 -03 R863775 EAS 12 -31 -03 R895609 DEC 10 -26 -04 R200621672 MAP 08 -09 -06 Transfers Owner Information Owner Name KUPPINGER, JORDAN Owner Address 1706 BUFFEHR CREEK RD VAIL, CO 81657 -4912 Sale Price Sale Date 500.000 05/25/2012 $1,200.000 05/08/2006 Images • Photo • GIS Page 1 of 1 Assessment History Actual (2012) $684,000 Primary Taxable $198,360 Tax Area: SC103 Mill Levy: 46.9000 Type Actual Assessed Acres SQFT Units Land $684,000 $198,360 1.912 0.000 0.000 Reception Number 201210981 200612298 Book Page http: / /property.eaglecounty.us/ assessor / taxweb /account.jsp ?accountNum= R054468 06/15/2012 10 -09 -2013 Inspection Request Reporting Requested Inspect Date: Thursdayy,, October 10 2013 Site Address: 1699 BLI EHR CREEK RD VAIL A/P /D Information Activity: B12 -0245 Type: COMBO Sub T Con st Type: Occupancy: YPe: NSFR Owner: KUPPPINGER, JORDAN Use: R-3 Applicant: DAVID LAWRENCE IRWIN Phone: 970 - 390 -0931 Contractor: HILL CONSTRUCTION INC Phone: 970- 390 -3413 Description: NEW SINGLE FAMILY RF.RinFwrP AVITG. r%n L. I I _ ___ Comment: Comment: Comment: Comment: Comment: Comment: Comment: Comment: Comment: Comment: Requested Inspe Item: C mm@ or: Assigned To: ction s 542 PLAN -FINAL HILL CONSTRUCTION INC 390 -3413 B IBSON 1, Status: ISSUED Insp Area: INXTWO STAGES WIITH FOUNDATION WORK AND F1, and public works. Email sent to building and PW )N AS NEW CONTRACTOR. RELEASING NOVA THIS SITE (HP GEOTECH). SCANNED AND I on DRB approval. Monitored fire alarm and I. scannea to iaserfiche. and routed toplanner - CGODFREY ING AND INSPECTION AGREEMENT. SCANNED TRANSMITTAL FORM JRM FOR APPROVAL. - DRHOADES "ERWORK CONFIRMING CHANGE IN OWERSHIP AS NOT UPDATED IN )AY. DAVE IRWIN IS AWARE THIS IS NEEDED. - DRHOADES & Requested Time: 08:00 AM -0 Ull 1 I 'L Phone: 970 - 390 -3413 Action. Time Exp CtJ' �a Entered By: JMONDRAGON K �ou 4 Gas Me Inspection History I G f r W er Item: 10 BLDG - FOOTING "Approved " 09/27/12 Inspector: sgremmer Action: PI PARTIAL INSPECTION Comment: garage slab 10/17/12 inspector: sgremmer Action: AP APPROVED Comment: upper Item: 20 BLDG - Foundation /Steel " Approved ** Comment ASPNOTED ON PLANS Action: PA PARTIAL APPROVAL 10/29/12 Inspector: sgremmer Action: AP APPROVED Comment: Item: 120 ELEC -Rough h '• Approved 10/09/12 Inspector: sgremmer Action: PI PARTIAL INSPECTION Comment: SeMce Com /m6ent NotcEtp�ate feedemunder panel Action: DN DENIED 06/10/13 Inspector: sgremmer Action: AP APPROVED Comment: Item: 210 PLMB - Underground "Approved'" 09/21/12 inspector: mdenney Action: AP APPROVED Comment: 11 Inspector: Martin Comment: meat: Action: PI PARTIAL INSPECTION upper level only 06/05/13 Inspector: sgremmer Action: AP APPROVED Comment: Item: 200 MECH -Rough "' Approved " 09/27/12" Inspector: sgremmer Action: PI PARTIAL INSPECTION Comment: insflpoor heat at rage slab Comment UPPER LEVEL N FLOOR HEAT 1Action: 0 IR PI PARTIAL INSPECTION 06/05/13 Inspector: sgremmer Action: AP APPROVED Item: 220 PLMB Rough /D.W.V. "Approved *' REPT131 Run Id: 14715 ,�, �� .�� ,` � � � � , � 12-03-2013 Inspection Request Re orting Page 1 4:05 �m Vail, n it� p� Requested Inspect Date: Wednesday,December 04 2013 Site Address: 1699 BUFFEHR CREEK R�VAIL A/P/D Information Activity: B12-0245 Type: COMBO Sub Type: NSFR Status: ISSUED Const Type: Occupancy: Use: R-3 Insp Area: Owner: KUPPPINGER,JORDAN Contractor: HILL CONSTRUCTION INC Phone: 970-390-3413 Description: NEW SINGLE FAMILY RESIDENCE. NOTE: OPEN HOLE SOILS REPORT AT EXCAVATION. SITE UPPER B ENCH FIRST AND FOUNDA�T ONRSOILSIRE ORT DONE BEFORE O NDAT ON WORK AND CHECKED BY ENGINEER. Reauested Inspection(s) kem: 542 PLAN-FINAL � ` Requested Time: 08:15 AM Requestor: HILL CONSTRUCTION INC Phone: 970-390-3413 Comments: 390-3413 � 12�(� _�.� Assigned To: ��iE Entered By: JMONDRAGON K Acti�n: l�{{,, Time Exp: Commen. ain gas me er and wk�it�pvc pipe un er e ec rical meter. Installed approved full cut-off light fixtures per _ approved ptla+�:- _ _ GpNc1 : �AiN—f' �✓82N PvG �'�'a' ,r n�af�r (d�►-� b�a�N1►�). Item: 190 ELEC-Final Requested Time: 09:00 AM Requestor: HILL CONSTRUCTION INC Phone: 970-390-3413 Comments: 390-3413 Assigned To: JMONDRAGON Entered By: JMONDRAGON K Action: Time Exp: Item: 290 PLMB-Final Requested Time: 09:30 AM Requestor: HILL CONSTRUCTION INC Phone: 970-390-3413 Comments: 390-3413 Assigned To: JMONDRAGON Entered By: JMONDRAGON K Action: Time Exp: Comment: Item: 390 MECH-Final Requested Time: 10:00 AM Requestor: HILL CONSTRUCTION INC Phone: 970-390-3413 Comments: 390-3413 Assigned To: JMONDRAGON Entered By; JMONDRAGON K Action: Time Exp: Item: 540 BLDG-Final C/O Requested Time: 10:30 AM Requestor: HILL CONSTRUCTION INC Phone: 970-390-3413 Comments: 390-3413 Assigned To: JMONDRAGON Entered By: JMONDRAGON K Action: Time Exp: Item: 420 S�pecial Inspect-final rept Requested Time: 11:45 AM Requestor: HILL GONSTRUCTION INC Phone: 970-390-3413 Comments: 390-3413 Assigned To: SGREMMER Entered By: JMONDRAGON K Action: Time Exp: REPT131 Run Id: 14720