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Home My WebLink AboutB10-0162NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES MW OF 0 Town of Vail, Community Development, 75 South Frontage Road, Vail, Colorado 81657 p. 970.479.2139, f. 970.479.2452, inpsections 970.479.2149 ADD /ALT SFR BUILD PERMIT Permit #: B10 -0162 $4.00 Project #: PRJ10 -0249 Job Address: 2910 BOOTH CREEK DR VAIL Status .. : ISSUED Location......: 2910 BOOTH CREEK DRIVE Applied.. 07/06/2010 Parcel No....: 210103404006 Issued ...: 07/12/2010 $0.00 Expires ...: 01/08/2011 OWNER WILHELMSEN, AXEL & JANIE 07/06/2010 $0.00 Recreation Fee ------------ - - -> 2910 BOOTH CREEK DR VAIL CO 81657 Payments--------------------- - - - - -> $303.06 APPLICANT VAIL VALLEY CUSTOM BUILDERS, 07/06/2010 Phone: 970 - 926 -8771 Total Calculated Fees - - - --- > P.O. BOX 2809 BALANCE DUE- - - - - -- - - - - - -> $0.00 0429 EDWARDS ACCESS ROAD, A207 EDWARDS CO 81632 License: 283 -A CONTRACTOR VAIL VALLEY CUSTOM BUILDERS, 07/06/2010 Phone: 970 - 926 -8771 P.O. BOX 2809 0429 EDWARDS ACCESS ROAD, A207 EDWARDS CO 81632 License: 283 -A Description: REPLACE FENCE AND GATE Occupancy: R3 Single Family Residence Valuation: $10,000.00 Type Construction:VB Total Sq Ft Added: 0 FEE SUMMARY Building Permit Fee ------ > $181.25 Will Cal Fee ------------- — ----- > $4.00 Total Calculated Fees ------------- > $303.06 Plan Check--------------- - - - - -> $117.81 Use Tax Fee--------------- - - - - -> $0.00 Additional Fees ------- ----------- > $0.00 Add'I Plan Check Hours- $0.00 Restuarant Plan Review - - - - -> $0.00 TOTAL PERMIT FEES ----- -------- > $303.06 Investigation -------- — ------- > $0.00 Recreation Fee ------------ - - -> $0.00 Payments--------------------- - - - - -> $303.06 Total Calculated Fees - - - --- > $303.06 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 r quired 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 acg6lding,4o the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town TS FOR INSPECTION SHALL BE MADE TWENTY -FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM - 4:00 PM. nature of Owner or Date Print Name bld — a It — co nstruction_pe rm it_041908 APPROVALS Permit #: B10 -0162 as of 07 -12 -2010 Status: ISSUED Item: 05100 BUILDING DEPARTMENT 07/12/2010 JRM Action: AP Item: 05400 PLANNING DEPARTMENT 07/12/2010 RLF Action: AP See the Conditions section of this Document for any that may apply. bld_alt_construction _pe rm it_041908 CONDITIONS OF APPROVAL Permit #: B10 -0162 as of 07 -12 -2010 Status: ISSUED Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: 44 (BLDG 2009): (SFR) SMOKE DETECTORS ARE REQUIRED PER SECTION R314 OF THE 2009 IRC, IF APPLICABLE UNLESS A MONITORED FIRE ALARM SYSTEM IS REQUIRED. Cond: 42 (BLDG 2009) CARBON MONOXIDE DETECTORS REQUIRED TO BE INSTALLED PER 2009 IRC R315 bld_alt construction_permit_041908 ************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOWN OF VAIL, COLORADO Statement ************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Statement Number: R100000842 Amount: $303.06 07/12/201003:13 PM Payment Method: Check Init: SAB Notation: 18178 AXEL WILHELMSEN ----------------------------------------------------------------------------- Permit No: B10 -0162 Type: ADD /ALT SFR BUILD PERMIT Parcel No: 2101 - 034 - 0400 -6 Site Address: 2910 BOOTH CREEK DR VAIL Location: 2910 BOOTH CREEK DRIVE Total Fees: $303.06 This Payment: $303.06 Total ALL Pmts: $303.06 Balance: $0.00 ************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------- - - - - -- ------------------------ - - - - -- ------ - - - - -- BP 00100003111100 BUILDING PERMIT FEES 181.25 PF 00100003112300 PLAN CHECK FEES 117.81 WC 00100003112800 WILL CALL INSPECTION FEE 4.00 Requested Inspect Date: Assigned To: Inspection Type: Inspection Area: Site Address: 09 -24 -2010 Inspection kequ fRerort ub' v Page 7 4.33 r)m Vail_ r_0 _ 1tv n A/P /D Information Activity: B10 -0162 Type: A -BUILD Const Type: Occupancy: Owner: WILHELMSEN, AXEL & JANIE Contractor: VAIL VALLEY CUSTOM BUILDERS, LLC Description: REPLACE FENCE AND GATE Requested Inspe Item: Requestor: Comments: Assigned To: Action: ction s 90 BLDG -Final VAIL VALLEY CUSTOM BUILDERS, 376 -0802 JMONDRAGON Time Exp: Inspection History Item: 501 PW-/ Item: 10 BLDG. JIMOND�2AGON ber 27, 2010 MH 2910 BOOTH CREEK DR VAIL 2910 BOOTH CREEK DRIVE Sub Type: ASFR Use: VB Phone: 970 - 926 -8771 Status: ISSUED Insp Area: MH Requested Time: 10:30 AM Phone: 970 - 926 -8771 -or- Ted Leach 970 - 376 -0802 Entered By: JMONDRAGON K �r Item: 504 PW- Retainin Wall Layout Item: 502 PW -Rough Driveway Grade Item: 20 BLDG - Foundation /Steel Item: 21 PLAN -ILC Foundation Plan Item: 410 Special Inspect - progress rept Item: 22 PLAN -ILC FRAMING - Item: 30 BLDG - Framing ** Approved ** 07/29/10 Inspector: mdenney Comment: steel structure per plan. Item: 50 BLDG - Insulation Item: 60 BLDG - Sheetrock Nail Item: 70 BLDG -Misc. Item: 535 DIA - 30 DAY REMINDER Item: 536 DIA - SITE /LANDSCAPING Item: 533 PLAN -TEMP. C/O Item: 420 Special Inspect -final rept Item: 503 PW -Final Driveway Grade Item: 542 PLAN -FINAL Item: 90 BLDG -Final Action: AP APPROVED Action: AP APPROVED REPT131 Run Id: 11965 Separate permits are required for electrical, plumbing, mechanical, fireplace, etc. Project Street Address: (Number) (Street) (Suite #) Building /Complex Name: Contractor Inf rm t' Company: 44 �` Company Address: lRo• - po' Zfe City: l )—r- ! v' - / / State: eo Zip: V 3a Contact Name: 7GGa 1_ Contact Phone-: e Q7O - 3 Z�-4B4X- E -Mail �GC �! P24 1d*E1Nt • 0 Town of Vail Contractor Registration Registration No.: 2 X "��2✓C Contractor Signature (required) Property Information Parcel #: Z/O( O3!� O �00 6 (For parcel #, contact Eagle County Assessors Office at 970 - 328 -8640 or visit www.eaglecounty.us/patie) Tenant Name: ` Owner Name: Valuations (Labor & Materials) Building: Plumbing: $. Electrical: $ Mechanical: (including fireplace) Total: $ lei ®OQ. o0 Office Use: Project #. �1�-� J I U Q� q q 1 DRB #: V ' O L l Building Permit #: Q — 0 I l Lot #: Block # Subdivision: Detailed Scope and Location of Work: UGC �Cd'7 (use additional sheet if necessary) Work Class: New ( ) Addition ( ) Remodel (V ) Repair (V ) Other ( ) Work Type Interior ( ) Exterior ( /Both ( ) Type of Buildin Single - Family (Duplex ( ) Multi - Family ( ) Commercial( ) Other( ) Does a Fire Alarm Exist? Yes (✓) Monitored Alarm? Yes ( ) Does a Sprinkler System Exist? Yes ( ) # & Type of Existing Fireplaces: Gas Appliances Gas Log Wood /Pellet Wood Burning No( ) No( ) No(✓) # & Type of Proposed Fireplaces: Gas Appliances Gas Log Wood /Pellet Wood Burning _ Date C wtTotw � 1 nsura n Ge. eyo JUL 06 2010 TOWN OF VAIL 01- Jan -10 BUILDING PERMIT APPLICATION Ly-ample-S 0�- aepe 4Lf WJI 6 ��c►ie� :. oorp /I - 0 w OLMsT-r S- 6 �V rOX o , l 2 if °x!0 8 S�,ar,E MAJ X AFIVU,:67 lruri + 3 LA S O :k 9 R = zt k � Y -Y z � O� x ov � �pp v O �o 3 L &P F -- -------- -- 1) Foundation design based upon assumed maximum so ils bjarwjc 1500 psf to be verified at the time of excavation. All footings are to bear upon natural u ndisturbed soil or compacted structural fill. 2) All foundation around perimeter of str ucture shall have minimum.frost protection of 48" to bottom of footing All foundation walls and columns to be'6entpred on concrete footings unless shown otherwise on plans. All cast in place concrete must be I made wi ' Ill Portland cement and attain minimum compressive strength of 3000 psi after.H. days (minimum . c.011a compressive p . ., strength of 4000 psi, after 28,:days for concrete uied:iri slabs)..'Designbfised upon BUILDING CODE REQUIREMENTS.FOR REINFORCED CONCRETE (ACI 318), 19091 1 Concrete placement to conform with keq6iremen as ' defined in ACI 318. All exposed edges of concrete shall hav Y :clianifer, Concrete work shall not have any cold joints unless mthoriied bylhe engineer. 4) Reinforcing steel is ASTM Grade 40. Reinforcement place . inefit c6fif6rin to MANUAL OF STANDARD PRACTICE, 2001 as prepa red bv CkSI. All lap splices to be minimum 36 bar diameters, all horizontal reinforcement to ' be be continuous around comers and at wall intersections. Minimum reinforcement protcction- -concrete poured against earth 3" -concrete poured in forms 2" -concrete slabs P, 5) All lumber shall be recycled Austrian Wonder Wood (AWW, assumed to be equal to SPF #i or better). All columns to be continuous bearing to foundation. 6) Structural steel shall be ASTM A36 or better, tube, steel columns (noted on plans as TS, in manual as HSS rectangular or square) which shall be A500 Grade B (Fy--46 ksi) or better, anchor bolts and bolts shall be A307 or better. All structural steel is to be detailed, fabricated, painted and erected in accordance with, AISC STEEL CONSTRUCTION MANUAL, 2005 and CODE OF STANDARD PRACTICE. All welding to be performed by a certified welder and conform to AISC and AWS STRUCTURAL WELDING CODE, 2000, all electrodes to be EE-70XX . Grout beneath all base platds and beam bearing plates shall be non- shrink epoxy with minimum 28 day compressive strength of 5000 psi. 7) Sheath roofs with "2x" AWW decking with 2 nails or screws per hearing point with 1/2" plywood with minimum span rating of 24/0 or better continuous over, the top of the decking. Nail plywood with 8d @ 6" oc at panel edges and at intermediate members. 8) Live loads used for design- -Roof-80 psf snow plus 60 psf soil. -Wind-90 mph (3 second gust), Exposure B. - Earthquake -Zone C-IBC. 9) All construction must comply with the 2009 International Building Code as adopted by the Town of Vail Building Department and the "General Conditions of the Contract for Construction" (AIA Document A201). All construction must be completed within the tolerances describcd.in the "Residential Construction Performance Guidelines" as prepared by the NATIONAL ASSOCIATION OF HOME BUILDERS. 10) All structural members are shown in their final positions properly braced and supported; during construction it may be necessary to temporarily shore portions of the structure. while other portions are being constructed. Contact the engineer for consultation as required. 11) General Contractor is responsible for all non-specified connections, contact engineer for details as required. The engineer is to approve all structural substitutions. 12) General Contractor is to coordinate all diaphragm penetrations (i.e., chimneys, plumbing, sewers, etc.) through floors, walls, roofs and foundation walls with appropriate sub-contractors. General Contractor is responsible for the means, methods, techniques, sequences, procedures, workmanship, seasonal scheduling and job-site safety associated with this project. The General Contractor is to verify all dimensions and elevations with the architectural drawings. Notify engineer of all conflicts and omissions between various elements of the working drawings and the existing conditions prior to commencing with that portion of the project. General Contractor is to inspect remodel projects and verify prior u'se and proper disposal of existing materials (i.e., asbestos, etc.) as required by code. 13) All materials exposed to exterior and or moisture conditions shall be treated for these conditions (i.e., chemical treatment, staining, painting, damproofing, membranes, flashing, etc.) as required by code. All materials to be treated or protected for fire resistance as required by code. k, 1 " XA�'J 153 191 3 a If op6e OF: iFoor w_7 IM M9 H 1/21 1, -.0 M or IUA Nil %S Z 1-7zN v9 \S4 X 4 L zg mr"[00F FRAMING 1/2 = 1 9 0 95 N o E - - E o�L D JUL 0 6 2U10 - rnAIVN OF VA111 F IVA), 4b 0 0,4 e,ADz qPr QC.0 f, 1t G z -D _'IAR 0 LU z D ce) 4 0 11 �0 ol 2 8. 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