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Home My WebLink AboutB08-0166 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES .� TDWN OF VAii,'. 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 #: B08-0166 Project #: PRJ08-0177 Job Address: 4846 JUNIPER LN VAIL Status. . : ISSUED Location......: Applied . . : 05/20/2008 Parcel No....: 210113102038 Issued. .. : 06/12/2008 Expires . ..: 12/09/2008 OWNER KOMPPA,V. MICHAEL&GLORIA 05/20/2008 4701 EL CAMINO DR ENGLEWOOD CO 80111 APPLICANT TAR RIVER CONSTRUCTION 05/20/2008 Phone: (970)668-5220 PO BOX FRISCO STRRET FRISCO COLORADO License: 944-B CONTRACTOR TAR RIVER CONSTRUCTION 05/20/2008 Phone: (970)668-5220 PO BOX FRISCO STRRET FRISCO COLORADO License:944-B Description: DECK REPLACEMENT Occupancy: R3 Single Family Residence Valuation: $23,000.00 Type Construction:VB Total Sq Ft Added: 0 ...,....«..................,�>.....»....�.,...,.>...,<.,....,,..�,�,�.........,,...,<, FEE SUMMARY .�....,....�.<,..,....,..,..<..........,.....,..,,.....�..<,..,.....,......,..,... Building Permit Fee------> $363.25 Will Cal Fee---------------------> $4.00 Total Caiculated Fees-------------> $863.36 Plan Check--------------------> $236.11 Use Tax Fee---------------------> $260.00 Additional Fees-----------------------> $0.00 Add'I Plan Check Hours-> $0.00 Restuarant Plan Review-----> $0.00 TOTAL PERMIT FEES--------------> $863.36 Investigation-----------------> $0.00 Recreation Fee-----------------> $0.00 Payments-------------------------------> $863.36 Total Calculated Fees--------> $863.36 BALANCE DUE------------------------> $0.00 .........x...............<xx.,...,......,.�,,..,�.xx.x...........�.,.....,,...,,.�...<...«....,,.......,�,�.,...,......,......�....«<,,,,.,,.,.<..�...<,......«......,.,,......�..<x........ DECLARATIONS I hereby acknowledge that I have read this application,filled out in full the information required, completed an accurate plot plan,and state that all the information as required is correct. I agree to comply with the information and plot plan,to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes,design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM 8:00 A -4:00 P . �+ �.� � �j' gnature of Owner or Contractor Da e ��vr��,�,/ Print Name bid_alt_construction_perm it_041908 ...................................x..<x..,....,.,,,.�>....,,»...,...,....,.....,.<.,....x.x.,.,.,,...,�..<..........,....,....................,,,,.,...�,x..,,.....,.<.,,........... APPROVALS Permit#: 608-0166 as of 06-12-2008 Status: ISSUED �.,�,..,..,»......,.,....,x..>...>,.......,..,,,..�..x>......,,.�.....................��<x>.,.,......,...��,�.«....�,,..��....,�...�.,,....x�,........,....,............,......... Item: 05100 BUILDING DEPARTMENT 06/02/2008 cgunion Action: CR F:\cdev\CHRIS\PERMIT.COMMENTS\608-0166\B08-0166.DOC 06/11/2008 cgunion Action: AP APPROVED REVISED, CORRECTED PLANS 6/11/08 Item: 05400 PLANNING DEPARTMENT 05/20/2008 RLF Action: AP ...........................�...........,...>,,,..,........�,��...�..,,,......�....,.....,,....�..,,�.,.«...,,............,..,,x<..,.,,.��..,,..,........�..,...<.........,�..,,,.,... See the Conditions section of this Document for any that may apply. bld_alt_construction_perm it_041908 •...�w+��»�+��w.w....��•..wx�xx�+��t�.x+x�+�x.xe.w��.w+.xxxf�»x>+x�+�+w.�«��.x�+�x+�<w+��++�+w.ae�.�.xrx»>�+�«w+we+�.+.x+++xxxx�e��w��•xxx�x��w•wwee�+..��+�+�*��++�x�a CONDITIONS OF APPROVAL Permit#: 608-0166 as of 06-12-2008 Status: ISSUED ».�..................�....,,..,,.,,..,................x<,...,...........,....,�....,,..,,,...�,.>......x,.,,...,,.....,,<......,....,.,...,.....�...<..x,......,...�......,............ Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. bld_alt_construction_perm it_041908 **********************+**********************************************�********************�* TOWN OF VAIL, COLORADO Statement *********************�*******************************�************************************** Statement Number: R080000949 Amount: $863 .36 06/12/200803 :39 PM Payment Method: Check Init: DDG Notation: Rabbit & Sons 1805 ----------------------------------------------------------------------------- Permit No: B08-0166 Type: ADD/ALT SFR BUILD PERMIT Parcel No: 2101-131-0203-8 Site Address: 4846 JUNIPER LN VAIL Location: Total Fees: $863 .36 This Payment: $863 . 36 Total ALL Pmts: $863 .36 Balance: $0. 00 ***�****************************************�******************************************�**+* ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ � BP 00100003111100 BUILDING PERMIT FEES 363 .25 PF 00100003112300 PLAN CHECK FEES 236.11 UT 11000003106000 USE TAX 4% 260. 00 WC 00100003112800 WILL CALL INSPECTION FEE 4 .00 � ----------------------------------------------------------------------------- �POO a��;� o��'�� MI rti ��9 U � J �p� � 4vv STRUCTURAL GENERAL NOTES -p � PROJECT: RMG Engineers job#120710 `�� 4846 Juniper Lane East Unit �� /� Town of Vail,Colorado `SrONpI E \� CODE: y � 2003-International Residential Code(IRC)-As amended by the local building department. GENERAL: a.Design is void after two years from original date of issue, unless updated to acceptable codes and practices at that time. - b. Do not scale. Verify dimensions prior to construction. Notify engineer immediately if discrepancies are found between plans and existing structure. c.All details shall be in accordance with instructions from manufacturer or designer. d.All temporary shoring shall be the responsibility of the contractor. DESIGN LOADS: � a.Gravity loads: \ � \y� Deck Load (Dead Load). . . . . . . . . . . . 10 psf ..-_ (Live Load) . . . . . . . . . . . . .100 psf (Elevation=8600') t--� FOUNDATION: v a.This design has been completed in accordance with pertinent standards, recommended design soil parameters,and accepted 1 engineering design procedures,and is based on the best information availabie at the time of completion. The design is intended to � minimize differential movement resuiting from the heaving of expansive soil or settling of subsurface soils. It must be recognized that foundation components will undergo movement. Any subsequent owners shall be appraised of the soil condition and advised to maintain good practices in the future with regard to surface and subsurface drainage,framing of partitions above floor slabs,and finish work above the floor siabs,etc. b. No soils report was available for foundation design. Foundation design is based on an assumed Fb=2000 PSF and NO dead - load requirement.An open excavation by a Professional Colorado Engineer IS RECOMMENDED to verify soil conditions prior to � installing any foundation components. b.Mechanicaily compact all backfill per Geotechnical Engineers recommendations. � c.All foundation pads shall be formed to proper dimensions as indicated on the drawings and centered on column. CONCRETE: � � a. Detaii reinforcement in accordance with ACI 315-80(Revised 1988), Detailing Manual. � Minimum concrete cover for reinforcement shall be as follows: � Concrete cast against earth . . . . . . . . . . . . . . . . . . . . . 3" ,�, Formed concrete exposed to earth or weather.. . . . . . . 1-1/2" � Interior slabs,walls . . . . . . . .. . . . . . . . . . . . . . . . . . . .3/4" b.Minimum recommended design strength of concrete used for foundations shall be 3000 psi @ 28 days. Use Type II cement. � c. Reinforcing steel shall conform to ASTM A615,grade 60. d.All concrete operations, including but not limited to mix design,mixing,transporting,placing, reinforcing detailing and placing, � � curing, and testing shall be done in accordance with the requirements and application of ACI 301-84(85),"Specifications for Structural Concrete". e.The contractor is responsible for determining when it is safe to remove forms or shoring. Forms and shoring must not be removed until the walis are strong enough to carry their own weight and any anticipated superimposed loads. For foundation walls,this ,� typically requires at least 12 hours of cumulative curing time at a temperature of 50 degrees(F)or more.Concrete must be � '"' adequately covered during cold periods to maintain this surface temperature. Due to varying weather conditions,alternative curing processes,and the use of Type II cement, RMG Engineers suggests forms remain in place a minimum of 3 days to assure this performance specification has been met. When forms are stripped there must be no excessive deflection or distortion and no evidence of damage to the concrete.Adequate thermal protection of the concrete shall be continued after stripping for a cumulative period of 48 hours at 50 degrees(F),or more, after the initial pour.See Foundation Notes for specifications on when to backfill foundation walls. WOOD: a. Framing lumber shall be as follows or better: Pressure treated SP#2 Deck Joists and beams. . . . . . . . . . . . Fv= 175 psi, Fb= 1050 psi,E=1,600,000 psi Studs and Piates. . . . . . . . . . . . . . . . . .#2 Hem Fir K.D. 15%M.C. (2x6 or larger) b.Where not otherwise shown on plans,all nailing or screwing shall be as indicated in the IRC.Adhesives SHALL NOT be used in place of nailing. c.Metal connectors to be provided by Simpson Strong-Tie or equivalent. STEEL: a. Structural steei, including cast in angles,plates or other sections shall be detailed and erected in accordance with the American Institute of Steel Construction(AISC)Specifications and Code of Standard Practice, latest edition. b.All wide flange structural steel shall conform to ASTM A992.All other structural shapes and miscellaneous steel shall conform to ASTM A36 unless otherwise noted.Tube steel columns shall conform to ASTM A500,Grade B. Pipe columns shall conform to ASTM A53 c.All beam connections not detailed on the drawings shall be standard framed beam connections e AISC'Manual of Steel Construction', latest edition,designed to carry the full capacity of the uni I�e� r, nl �d otherwise. D JUN 0 9 2008 TOW(� OF �'AI� ' u APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIG E� °Town of Vail Project#: ��--�� ' -�t��'� Building Permit#: :4 �� ..� � �Q�Y �. . � �� . Y �4fi�}��.�!��p��'!��s� �� p�--D I 75 S. Frontage Rd. � � � Vail, Colorado 81657 TOWN OF VAIL BUILDING PERMIT APPLICATION Separate Permits are required for electrical, plumbing, mechanical, etc.! CONTRACTOR INFORMATION Genera,l�Contractor: Town of Vail Reg. No. Contact Person and Phone#'s: �/1rE/�I l�� %�'C�c�,%/G'� ��'7�'/j �-v�i1�//�"�l/.�/� Email address:`��,-�-��5� - ��y��,.-.��G� Fax#: N�y,�� Contractor Sign re: S/G�iN� /��'Ji� �• �/�`�c� COMPLETE VALUATIONS FOR BUILDING PERMIT Labor 8� Materials �UILDING: $ ELECTRICAL: $ � OTHER: $ -� PLUMBING: $ MECHANICAL: $ TOTAL: $ � �. OOO For Parcel# Contact Ea le Coun Assessors Office at 970-328-8640 or visit www.ea le-count .com 1��r�,�l� a 1 d� 13 i oa a 3� Job Name: Job Addre s: r�G?U�l�l�%f � C.� � � /��'N��iil�G��-L�v �,�.�`. Legal Description Lot: � Block: � rFiling: � Subdivision: %�j�� Owners Name� ��,�v�� Address�$��J��P�� Phone: Architect/Designer: Address: Phone: Engineer��GNL�/N�c%� Address: �hone: Detailed description of work: /�c/3u�..L e.� G.X��iN�- ��cCi�r/��Lc��.F'�-��,rn/lr/�Uiri��/c'✓'✓ l�c�L�`r1�� Work Class: New( ) Addition ( ) Remodel ( ) Repair Demo ( ) Other ( ) Work Type: Interior( ) Exterior( Both ( ) Does an EHU exist at this location: Yes ( ) No Type of Bldg.: Single-family( ) Two-family Multi-family( ) Commercial( ) Restaurant( ) Other( ) No. of Existing Dwelling Units in this building: 2 No. of Accommodation Units in this building: ,Z No/T e of Fire laces Existin : Gas A liances Gas Lo s Wood/Pellet Wood Burnin No/T e of Fire laces Pro osed: Gas A liances Gas Lo s Wood/Pellet Wood Burnin NOT ALLOWED Does a Fire Alarm Exist: Yes ( ) No ( ) Does a Fire Sprinkler System Exist: Yes ( ) No ( ) ��*'�'°l`i°*******�`******* FOR OFFIC E U SE ON LY'�'�******** �iJa#+��R�ce��d�� r a�� ,� � �=Rec�i,v,�+d BY.�.�w:�� s..�s.�,�,�� F:\cdev\FORMS\Permits\Building\building�ermit 4-17-2007.DOC Page 1 of 7 04/17/2007 05-09-2012 Inspection Request Reporting Page 2 4�32 pm Vail, CO - Citv Of n�-��"� Requested Inspect Date: Thursday, May 10, 2012 Site Address: 4846 JUNIPER LN VAIL A/P/D Information Activity: B08-0166 Type: A-BUILD Sub Type: ADUP Status: ISSUED Const Type: Occupancy: Use: VB Insp Area: Owner: KOMPPA, V. MICHAEL&GLORIA HUBRED Contractor: TAR RIVER CONSTRUCTION Phone: (970)668-5220 Description: DECK REPLACEMENT Requested Inspectionls) Item: 90 BLDG-Final Requested Time: 09:00 AM Requestor: Phone: Comments: FOLLOW UP Assigned To: SGREMMER Entered By: JMONDRAGON K Action: Time Exp: �� G � Inspection Historv Item: 10 BLDG-FOOTING "''Approved"" 06/25/08 Inspector: SGREMMER Action: AP APPROVED Comment: Deck piers Item: 30 BLDG-Framing "Approved*" 07/01/08 Inspector: JRM Action: AP APPROVED Comment: Item: 90 BLDG-Final REPT131 Run Id: 14413