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Home My WebLink AboutB08-0254NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES TOMOFVAIL 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 COMM BUILD PERMT Job Address: 645 N FRONTAGE RD W VAIL Location......: Parcel No....: 210106316026 OWNER BUGBY, DALE R. 07/30/2008 645 N FRONTAGE RD W 13-C VAIL CO 81657 APPLICANT SAGEBRUSH SERVICES PO BOX 752 GYPSUM COLORADO 81637 License: 955-B CONTRACTOR SAGEBRUSH SERVICES PO BOX 752 GYPSUM COLORADO 81637 License: 955-B 07/30/2008 Phone: (970) 524-1031 07/30/2008 Phone: (970) 524-1031 Permit #: B08-0254 Project #: b? -6 31(Y Status .. : ISSUED Applied . . : 07/30/2008 Issued...: 08/12/2008 Expires ...: 02/08/2009 Description: COMMON ELEMENT: WILDLIFE-RESISTANT TRASH ENCLOSURE Occupancy: U Type Construction:VB Valuation: $100,000.00 Total Sq Ft Added: 341 .................................................... .>.._.. ,.................. FEE SUMMARY ............,..,................................._..........................., Building Permit Fee------ > $993.75 Will Cal Fee---- --------> $4.00 Total Calculated Fees-- > $3,443.69 Plan Check--------------------> $645.94 Use Tax Fee -------------> $1,800.00 Additional Fees------- ---> $0.00 Add'I Plan Check Hours- $0.00 Restuarant Plan Review-----> $0.00 TOTAL PERMIT FEES--- $3,443.69 Investigation-----------------> $0.00 Recreation Fee-----------------> $0.00 Payments-- -----------------> $3,443.69 Total Calculated Fees--------> $3,443.69 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 towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS FOR INSPEC*nr L BE M DE TWENTY- UR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM 8:00 AM - 4:00 PM. Signature of O tractorD to Print Name + bld_alt_construction_perm it_041908 APPROVALS Permit #: B08-0254 as of 08-12-2008 Status: ISSUED Item: 05100 BUILDING DEPARTMENT 08/12/2008 Martin Action: AP Item: 05400 PLANNING DEPARTMENT 07/30/2008 Warren Action: AP See the Conditions section of this Document for any that may apply. bld_alt_construction_perm it_041908 CONDITIONS OF APPROVAL Permit #: B08-0254 as of 08-12-2008 Status: ISSUED Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Entry: 08/12/2008 By: Martin Action: AP Cond: 34 (BLDG.): A COPY OF THE SOILS REPORT WILL BE REQUIRED BEFORE A FOOTING INSPECTION WILL BE CALLED FOR. bld_alt_construction_perm it_041908 TOWN OF VAIL, COLORADO Statement Statement Number: R080001376 Amount: $3,443.69 08/12/200803:24 PM Payment Method: Check Init: LC Notation: #1790/SUN VAIL CONDOMINIUM ASSOC ------------------- Permit No: --------------- B08-0254 --------------------------- Type: ADD/ALT COMM BUILD ---------------- PERMT Parcel No: 2101-063-1602-6 Site Address: 645 N FRONTAGE RD W VAIL Location: Total Fees: $3,443.69 This Payment: $3,443.69 Total ALL Pmts: $3,443.69 Balance: $0.00 ACCOUNT ITEM LIST: Account Code Description Current Pmts --- BP ----------------- 00100003111100 ------------------------------ BUILDING PERMIT FEES ------------ 993.75 PF 00100003112300 PLAN CHECK FEES 645.94 UT 11000003106000 USE TAX 4% 1,800.00 WC 00100003112800 WILL CALL INSPECTION FEE 4.00 Town of Vail Development Review Coordinator 75 South Frontage Road 13 = n"' Vail, CO 81657 Phone: 970-479-2128 t Fax: 970-479-2172 Inspections: 970-479-2149 T '! VAA1 BUILDING PERMIT APPLICATION Separate Permits are required for electrical, plumbing, mechanical, fireplace, etc. Project# Wt U,?, l)?q `7' Project Address / 2 ,? ` ? -17 I e n J DRB# .l l!'4?>0i6 070 1 ? . Building Permit #: 13A )2,5q Contractor Information(- /_ Company: 9? K f' k-%- k S S--a %r ?Y .Qr S C Company Address: / ID d If r k, G i1 S I- (Ft 75. Cit:-( o, YYl State: Pv Zip: /o 3 Contact Name: A q-, 5 H-LA-?u ? Contact Ph: 9 70 '5;/y-//n0?31 Cell: Q 710 /3 E-Mail: ?? lr.? ??u.\?ItJ Ip2n"tt?r`i)".?I Town /Vail ntrac r Registra ' n No: X OPIO -.,..? Con Sig ne (r wired) Property Information Parcel #: 21 V 1 d (0 Legal Description: Lot # 1? Btk # OP Subdivision: P O`w`?rj P ca'I-C k Job Name: .Va V'w-J CvC!M?_o `t?c`s 'err Owner Name: ?Jv?tn 1rCZZQ Ga-SS d L Mailing Address: ?t 3 5 " i`r P4 V (For Parcel # Contact Eagle County assessors Office at 970-328-8640 or visit www.eaglecounty.us/patie) Valuations (Labor & Material) Building $ Detailed Description of Work: )o-b c n_ -J T AA41 (Use additional sheet if necessary) Architect () Designer () Engineer ( ) Phone: Fax: E-Mail: Work Class: New ( ) Addition (-./) Remodel ( ) Repair () Other ( ) Work Type: Interior ( ) Exterior t ) Both 04 Building Type: Single-Family ( ) Two-Family ( ) Muiti-Family ( ) Commercial( ) Townhome ( ) Other X # & Type of Existing Fireplaces: Gas Appliances ( ) Gas Log ( ) Wood/Pellet ( ) Wood Burning ( ) # & Type of Proposed Fireplaces: Gas Appliances ( ) Gas Log ( ) Wood/Pellet ( ) Wood Burning ( ) Does a Fire Alarm Exist: Yes ( ) No ( ) Plumbing $ Monitored Alarm: Yes ( ) No( Electrical $ Does a Fire Sprinkler System Exist: Yes ( ) No ( ) Mechanical $ ? -I ti nn ?/7 Date Received ? ?? `?Z, L I \?!! Total $ r? I y ,OD 00 0, Vo 1lnj Jul. 2.8 2008 ^M_- O TOWN OF VAIL A; MiTek" POWER TO PERFORM.' Re: 07064-8 Sagebrush / Sun Vail Condo / Enclosure 7777 Greenback Lane Suite 109 Citrus Heights, CA, 95610 Telephone 916/676-1900 Fax 9161676-1909 Town of Vail The truss drawing(s) referenced below have been prepared by MO st ym ect upervision based on the parameters provided by Alpine Truss-Montrose, CO. Pages or sheets covered by this seal: R29141401 thru 829141402 My license renewal date for the state of Colorado is June 30, 2010. ?lV? J 1/?1 J? e CZ" (? w 4000 Tingey, Palmer MiTek Industries, Inc. August 18,2008 The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI-2002 Chapter 2. t Job Truss 07064-8 Al Alpine Truss, Montrose, CO - 81401 -1.4-n I 1A-0 Truss Type Qty Ply Sagebrush / Sun Vail Condo / Enclosure FINK 16 I 1 ? R29141401 lob Reference (notionan 7 060 s Aug 6 2008 MiTek Industries, Inc. Mon Aug 18 09:29.02 2008 Page 1 s-ze I 1an-n I 14.Q-1n -n-n I o1.e-n 5-26 4-9-1o 4-9-10 5-2-6 1-4-0 5.8 = Scale - 1.42.6 4 fo 6-Q.m 6-9-10 Plate Offsets (X.Y): f2.0-0-2.0-0-51.16:0-0-2.0-0-51.18:0-2-12,0-3-01 LOADING (psf) SPACING 2-0-0 TCLL 80.0 Plates Increase 1.00 (Roof Snow=80.0) Lumber Increase 1.00 TCDL 10.0 Rep Stress Incr NO BCLL 0.0 Code IRC2006/TP12002 BCDL 10.0 LUMBER TOP CHORD 2 X 6 SPF-S 165OF 1.5E BOT CHORD 2 X 4 SPF-S 1650F 1.5E WEBS 2 X 4 WW Stud 4.6 = I tv2? 6-4-13 5r6 = >aan 6-9-10 CSI DEFL in (loc) I/deft L/d PLATES GRIP TIC 0.42 Vert(LL) -0.11 8-9 >999 360 MT20 169/123 BC 0.63 Vert(TL) -0.18 8-9 >999 180 WB 0.82 Horz(TL) 0.08 6 n/a n/a (Matrix) Wlnd(LL) 0.02 9 >999 240 Weight: 86 lb BRACING TOP CHORD Structural wood sheathing directly applied or 4-7-8 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation auide. REACTIONS (lb/size) 2=2235/0-5-8, 6=2235/0-5-8 Max Hor7 2=47(LC 6) Max Uplift2=-70(LC 7), 6=-70(LC 8) Max Grav2=2274(LC 2), 6=2274(LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/151, 2-10=-3290/3, 3-10=-3001129, 3-11=-2738125, 4-1 1=-2461148, 4-12=-2461149, 5-12=-2738/25, 5-13=-3001/29, 6-13=-3290/3, 6-7=0/151 BOT CHORD 2-9=0/2688, 8-9=011867, 6-8=012688 WEBS 3-9=-913/94, 4-9=-1/1060, 4-8=-1/1060, 5-8=-913/94 NOTES 1) Wind: ASCE 7-05; 90mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.00 plate grip DOL=1.00 2) TCLL: ASCE 7-05; Pf=80.0 psf (flat roof snow); Category 11, Exp B; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 80.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 70 lb uplift at joint 2 and 70 lb uplift at joint 6. 8) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard ???,D O Ll??, f "".•v•ese 1{ ra, r, s s 0P1 A L August 18,2008 esign valid for use only with and ek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of components responsibility of budding designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the MiTei k erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding rQw.n +? r•a.uwM. fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criferla, DSB-89 and BCSII Building Component 7777 Greenback Lane, Suite 109 Safety Information available from Truss Plate Institute, 583 D'Onofno Drive, Madison, WI 53719. Citrus Heights. CA. 95610 5X72 = - - 5.12 = 1 Job Truss 07064-8 A1LG Alpine Truss, Montrose, CO - 81401 -1- 1-4-0 Truss Type GABLE m-n-n 10-0-0 6 N4 It 6.00 12 2x4 It 5 4 214 u 3 214 II 2s Qty Ply Sagebrush / Sun Vail Condo / Enclosure 829141402 4 1 .Inh Refere7ae (Qptionah 7.060 s Aug 6 2008 MiTek Industries, Inc. Mon Aug 18 09:29:03 2008 Page 1 5x5 = 7 214 It 2x4 II e in-an 10-0-0 2x4 II 9 2e4 II 10 2xq II 17 26 2.4 II 12 I >t-4.n t-4-o stele = 1.38 s 1 ,t ^x-?? - d ' ? it Jx °-</ XX 'r ex ' , x 314 % D14 II 2x4 II 214 II 2x4 li 2x4 II 214 II 2x4 II 2x4 II 5a5 = 214 II 2x4 It 3.4 7n-n-n 20-0.0 I Plate Offsets fX.Y): f16:0-2-8.0-3-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 80.0 (Roof Snow=80.0) Plates Increase 1.00 TC 0.10 Vert(LL) n/a n/a 999 MT20 169/123 TCDL 10.0 Lumber Increase 1.00 BC 0.07 Vert(TL) n/a n/a 999 BCLL 0 0 Rep Stress Incr NO WB 0.16 Horz(TL) 0.00 13 n/a n/a . BCDL 10.0 Code IRC2006IfP12002 (Matrix) Weight: 881b LUMBER BRACING TOP CHORD 2 X 6 SPF-S 16501' 1.5E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 4 SPF-S 165OF 1.5E BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 WW Stud MiTek recommends that Stabilizers and required cross bracing be installed during truss erectto n, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 1=249/20-0-0, 13=249/20-0-0, 19=230/20-0-0, 20=260/20-0-0, 21=269120-0-0, 22=270120-0-0, 23=1190120-0-0, 24=523/20-0-0, 18=260/20-0-0, 17=269/20-0-0, 16=270120-0-0, 15=190/20-0-0, 14=523/20-0-0 Max Horz 1=-46(LC 5) Max Uplift2 I =-6(LC 8), 22=-11(LC 7), 23=-16(LC 7), 24=-37(LC 7), 17=-7(LC 8), 16=-12(LC 8), 15=-16(LC 8), 14=-37(LC 8) Max Grav1=249(LC 1), 13=249(LC 1), 19=230(LC 1), 20=336(LC 2), 21=361(LC 2), 22=356(LC 2), 23=253(LC 2), 24=527(LC 2 ) , 18=336(LC 3), 17=361(LC 3), 16=356(LC 3), 15=253(LC 3), 14=527(LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-125/79, 2-25=-129/29, 3-25=-37135, 3-4=-115/43, 4-5=-115/59, 5-6=-121/75, 6-7=-114/83, 7-8=-114/83, 8-9=-121/76, 9-10=-115/59, 10-11=-115/39,11-26=-37/19, 12-26=-129/13,12-13=-125179 BOT CHORD 1-24=0145, 23-24=0145, 22-23=0/45,21-22=0/45, 20-21=0/45, 19-20=0145, 18-19=0/45, 17-18=0/45,16-17=0/45, 15-16=0/45, 14-15=0/45,13-14=0145 WEBS 7-19=-203/0, 6-20=-309/7, 5-21=-336/22, 4-22=-323/28, 3-23=-249/29, 2-24=-453161, 8-18=-309/3, 9-17=-336/22, 10-16=-323/28, 11-15=-249/29, 12-14=-453/61 NOTES 1) Wind: ASCE 7-05; 90mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.00 plate grip DOL=1.00 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1-2002. P9 0 LlC 3) TCLL: ASCE 7-05; Pf=80.0 psf (flat roof snow); Category 11; Exp B; Partially Exp.; Ct= 1 ?? jI ? 4 Unbalanced snow loads have been considered for this design. ? + . ? R? rJ + 5) Gable requires continuous bottom chord bearing. Ca 4 *, + 6) Gable studs spaced at 1-4-0 oc. ,. 4 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. : p s 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 6 Ib uplift at joint 21, 11 Ib uplift al joint,32, 15Ib _Io {,[ c uplift at joint 23, 37 Ib uplift at joint 24, 7 Ito uplift at joint 17, 12 Ito upliff at joint 16, 16 Ib uplift at joint 15 and 37 Ib uplift at joint 14. %;] 10) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard August 18,2008 ?? Design valid for use only with Wei, connectors. This design is based only upon parameters shown and is for an individual building component. Applicability of design poromenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity, of the i? k erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. Fo, general guidance regarding Fow?+ro.4n.on.x fabrication, quality control, storage, delivery. erection and bracing, consult ANSI/TPII Quality Crifedo, DSO-89 and BCSII Building Component 7777 Greenback Lane, Suite 109 Safety Information available from Truss Plate Institute, 583 D'Onofno Nye, Madison. WI 53719. Citrus Heights. 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Q C (D O O 0 Q n r?7 m?m ?V N NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES MWN0FV1A ' Town of Vail, Community Development, 75 South Frontage Road, Vail, Colorado 81657 p. 970.479.2139 f. 970.479.2452 inspections 970.479.2149 ELECTRICAL PERMIT Permit #: E08-0281 ACOM Job Address: 645 N FRONTAGE RD W VAIL Location.....: SUN VAIL Parcel No...: 210106316026 OWNER BUGGY, DALE R. 11/18/2008 645 N FRONTAGE RD W 13-C VAIL CO 81657 APPLICANT D. JENSEN ELECTRIC INC. P. O. BOX 1221 GYPSUM CO 81637 License: 135-E CONTRACTOR D. JENSEN ELECTRIC INC P. O. BOX 1221 GYPSUM CO 81637 License: 135-E 11/18/2008 Phone: 970-904-7065 11/18/2008 Phone: 970-904-7065 Desciption: WIRING FOR WILDLIFE-RESISTANT TRASH ENCLOSURE Valuation: $1,500.00 Square feet: 0 Project #: Status...: Applied .. : Issued .. . Expires. .: PRJ08-0344 ISSUED 11/18/2008 11/18/2008 05/17/2009 **..*....***«„*****«,,«„*«„*«.«*,«««„«..««.,*.,.******* FEE SUMMARY *««««,..*.**..***.**.*«**..«*.«*«,,.,.*...*....**.***.*«** Electrical Permit Fee--------- > $57.50 Total Calculated Fees--> $61.50 Investigation Fee--------------> $0.00 Additional Fees ---------- > $0.00 Will Call Fee--------------------> $4.00 Use Tax Fee------------------- > $0.00 TOTAL PERMIT FEE---> $61.50 Total Calculated Fees ------- > $61.50 Payments-----------------> $61.50 BALANCE DUE---------- > $0.00 APPROVALS Item: 06000 ELECTRICAL DEPARTMENT 11/18/2008 JLE Action: AP CONDITIONS OF APPROVAL Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM` 0 A - 4 PM. Signature of Owner or Contractor Date P _ J e 11 12 Print Name elec_prm_041908 TOWN OF VAIL, COLORADO Statement Statement Number: R080002215 Amount: $61.50 11/18/200801:51 PM Payment Method:Credit Crd Init: JLE Notation: DONALD C JENSEN JR ----------------------------------------------------------------------------- Permit No: E08-0281 Type: ELECTRICAL PERMIT Parcel No: 2101-063-1602-6 Site Address: 645 N FRONTAGE RD W VAIL Location: SUN VAIL Total Fees: $61.50 This Payment: $61.50 Total ALL Pmts: $61.50 Balance: $0.00 ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ EP 00100003111100 ELECTRICAL PERMIT FEES 57.50 WC 00100003112800 WILL CALL INSPECTION FEE 4.00 T 0 W N OVARL* Development Review Coordinator 75 South Frontage Road Vail, CO 81657 Phone 970-479-2128 Fax: 970-479-2452 Inspections: 970-479-2149 ELECTRICAL PERMIT APPLICATION Project Address Contractor Information Company: Company Address: -4O?6 1Z z- City: State: cPr zip: Contact Name: Contact Ph: Cell: E-Mail: Town of Vail tractor R ' tration No: X 77: Contract6fr?gnature (req d) Property Information Parcel #: Legal Description: Lot # Blk # Subdivision: -?? Job Name: Owner Name: Mailing Address: ??Z f iZ?n?fr r1 ??? (For Parcel # Contact Eagle County assessors`dffice at 970-328-8640 or visit www.eaglecounty.us/patie) Architect () Designer () Engineer ( ) Name: Phone: Fax: E-Mail: V '1 q 25 ?oI.SU py?t? q-v-.?n?-000g? ltd Project #: T RJ (1 r)--:; 44 Building Permit #:_9 ?y Electrical Permit #: LOS ` ( 1 n Detailed Description of Work: ?lz .,?z.Y-- (Use additional sheet if necessary) COMPLETE SQ. FOOTAGE FOR AREA OF WORK AND VALUATION OF WORK (Labor & Material) Amount of SQ Ft Electrical $ Work Class: New 0 Addition ( ) Remodel ( ) Repair ( ) Other ( ) Building Type: - Single-Family ( ) Two-Family ( ) Multi-Family ( ) Commercial ( ) Townhome ( ) Other (>'? Date Received: C' jgs'e' J 03-02-2009 4:08 DIM A/P/D Information Activity: B08-0254 Const Type: Owner: BUGBY, DALE R. Inspection Request Reporting Vail, CO - City Of Requested Inspect Date: Tuesday, March 03, 2009 Inspection Area: JRM Site Address: 645 N FRONTAGE RD W VAIL Type: A-COMM Sub Type: ACOM Occupancy: NA Use: VB Contractor: SAGEBRUSH SERVICES Phone: (970) 524-1031 Description: COMMON ELEMENT: WILDLIFE-RESISTANT TRASH ENCLOSURE Reauested Insoection(sl IAIuzS Page 5 Status: ISSUED Insp Area: JRM Item: 90 BLDG-Final C? Requested Time: 10:00 AM Requestor: SAGEBRUSH SERVICES Phone: (970) 524-1031 Assigned To: JMONDRAGON Entered By: JMONDRAGON K Action: Time Exp: Comment: UU burrutU i NUSS REPORT STILL N=U ACCESS PANEL TO ATTIC AND TO VIEW TRUSSES/_ A C.,Q Z? ? ?f Inspection History Item: 10 BLDG-FOOTING "Approved" 08/13/08 Inspector: GCD Action: CR CORRECTION REQUIRED Comment: 1.THERE IS A LARGE THROUGH VOID INT HE WEST COLUMN CONCRETE. AN ENGINEERS FIX IS REQUIRED. 2.FOUNDATION WALL IS SHOWN AS CONTINOUS AT SLAB LEVEL. FOUNDATION DOESN'T &STRIP FOOTING APPEARS TO BE UNDERMINED. 4.STRIP ALL FORMS FOR BOTH ENCLOSURES RECALL INSPECTION. 10/08/08 Inspector: JGG Action: AP APPROVED Comment: Footing was reinspected with foundation wall on 8/29/08. Item: 20 BLDG-Foundation/Steel * Approved ** 10/08/08 Inspector: JGG Action: AP APPROVED Comment: Reinspection of foundation OK, corrections completed on 8/29/08. Item: 30 BLDG-Framing ** Approved ** 10/08/08 Inspector: JRM Action: APCR APPROVED/CORRECTION REQD Comment: FRAMING APPROVED WITH CONDITIONS.. STAMPED TRUSS REPORT REQUIRED ELECTRICAL INSPECTION REQUIRED Item: 60 BLDG-Sheetrock Nail ** Approved ** 12/31/08 Inspector: SHAHN Action: APCR APPROVED/CORRECTION REQD Comment: SCREWS ARE APPROVED. PROVIDE STAMPED TRUSS DRAWINGS AS NOTED ON FRAMING INSPECTION. DID NOT LOCATE ATTIC ACCESS (REQUIRED IF ATTIC CLEAR SPACE IS 30 INCHES) Item: 70 BLDG-Misc. . Item: 90 BLDG-Final 02/26/09 Comment: Inspector: JRM Action: DN DENIED GC SUPPLIED TRUSS REPORT STILL NEED ACCESS PANEL TO ATTIC AND TO VIEW s TRUSSES Item: 537 PLAN-FINAL C/O ** Approved ** 02/25/09 Inspector: Warren Action: AP APPROVED Comment: REPT131 Run Id: 9287 E08 -0281 : Entries for Item: 190 - ELEC -Final 14:54 01/24/2013 Action Comments By Date Unique_ Key AP CONTRACTOR CANCELLED DURING MDENNEY 02/06/2009 A000122 PHONE CALL. 744 AP TRASH ENCLOSURES. MDENNEY 02/06/2009 A000122 774 Total Rows: 2 Page 1