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Home My WebLink AboutApplication- Permitr' Job Address INo. 7763 j GARFIELD COUNTY BUILDING, SANITATION, and PLANNING DEPARTMENT 109 8th, Street, Sash 303 Glenwood Springs, CO 81601(970) 945-8212 ipooto ---QAM-Hoz--7 Co Nature of Work Building Permit Use of Building("4[1.40-e C)waer Vlak—i-kER 0\130RZ_ Contractor Amount of Permits 712-1.. S 7 Date �.se,vi lac) -SSS 5 7 Clerk 0-1 7641:4 • koco ex30 ast63s 3° 424/e. --- a,kio Ls\. c4,15,1„, 7,R?.gri t 6 -Q-A ---- GARFIELD COUNTY BUILDING PERMIT APPLICATION GARFIELD COUNTY (OLENWOOD SPRINGS). COLORADO BLEPHONE: (970) 9454212 INSPECTION LATE: (970) 384-5003 PERMIT NO. —1-11.63 PARCEL/SCHEDULE NO. ADDRE S: [per cU - 30 a t-� 35 1 LOT NO. BLOC IC NO. SUBDIVISION/EXEMPTION 2 °"'a.Te J l l \ — ADM". j h V t `2 10 1 Pr{, Pr J �ta5-LS.�� wam 3 comAc,a COLI �L )EV X i 6a5 �: I= Mk AMMO 4 ADIII00 m acme ARCNIICD11031111101 5 .a.r.aemama l) Km. an= 55 C C rL' s I , wD onto= (. - mer 1 6 DasaFraaaao a r 2t9. ...,s 7 or\ 0 r`e.u0a r e _ DaaosswaRs: e. D +r u c 8 cum OF waas: 41x11' ambafow QALTaATIOti VZ 9 CA*PORI, MACES. oDooals ciABAcz. ora7as 1004" 10 0DUIIWATrimer coramawns DISMAL minim aarza/LW a ADmnavwIoAra� /01 r1 0 , vAluAmra.waRz:r 5) WO IIJJIIJJ O✓ O� 1 IIIIKIII. 001€4710140 y NOTICE A BBPARATT ELBCrRICAU. maw is RBQVIRBD AND stun BE ISSUED BY THIS MTh OF COLORADO. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITTEN 180 DAYS. OR W CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. 1 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE GAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS OOVERNINK3THIS TYPE OF WORK WUL BE COMPLIED WITH WHETHER SPECII 3D HEREIN OR NOT. THE GRANTING OF A PERMIT D0138 NOT PRESUME TO CAVE AUTHIORIIY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF •• $1.s.`r i ' MANCH: 3 1U �j Q, [J PLAN CHECK FEEy (r < _ieI ( P$RMii FEE 01.7S - .TINS TOTAL FEE; DATE PERMIT ISSUED: SI 9 OJ 11 . OCC: CROUP: .. _ CONST: TYPE: , r . r v - l(N SETBACKS: - is ..-r* /' , . • 'LD 1 :. _ 1,. 1��../1 „H" r //'! //�� 'Li .WMR: BIDS NO. RFEE: PERMISSION 18 HEREBY AN 1 ) TO THIS APPLICANT AS OWNER. CONTRACTOR AND/OR THE AGENT OF HIS CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCTURE AS VB TAII.ED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THHB BUILDINGDEPARTh4ENT. IN CONSIDERATION OF THIS ISSUANCE OF THIS PERMIT. TIM SIGNER HEREBY AC#tEEB TO COMPLY WITH ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED BY OARFDID COUNTY PURSUANT TO AUTHDRHIY GIVEN HN 30.21.201 CRS A8 AMENDED. THIS STONER FURTHER AGREES THAT IF THIS ABOVE SAM ORDINANCES ARE NOT FULLY COMPLIED WITHIN THE LOCATION. ERECTION. CONSTRUCTION AND USE OF TIME ABOVE DESCRIBED STRUCTURE. THE PERMIT MAY THEIN BE REVOKED BY NOTICE FROM THHB COUNTY AND THAT THEN AND THERE IT BHHA1L BECOME NULL AND VOID. THE ISSUANCE OF A PERMIT BASED UPON PLANS. SPECIFICATIONS AND OTHER DATA SHALL. NOT PREVENT TIES BUILDHNO OFFICIAL PROM 'THEREAFTER REQUIEM THE CORRECTION OF ERRORS DI SAID PIANS, SPECIFICATIONS AND OTHER DATA OR FRO PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN IN VIOLATION OF THIS CODE OR ANY OTHER ORDINANCE ORREOUTAI1ON OF THIS JURISDICTION. THE REVIEW OF THE SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CON87T1TTLTH AN ACCEPTANCE OF ANY RESPONSIBILITIES OR UABILTTIEE BY GARFIELD COUNTY FOR ERRORS, OMISSIONS OR DISCREPANCIES. THE RESPONSIBUIIY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICALLY WITH THIS ARCHITECT. DESIGNER. BUILDER AND OWNER. COMMENT$ ARE INTENDED TO BE CONSERVATIVE AND III SUPPORT OF THE OWNERS Damn GssItsm.os3 1 HEREBY ACKNOWLEDGE THAT 1 HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE. fD. I TIALL 0`\1-0 60 The following items are required by Garfield County for a final inspection: 1. A final Electrical Inspection from the Colorado State Electrical Inspector; 2. Permanent address assigned by Garfield County Building Department posted where readily visible from access road; 3. A finished roof, a lockable house, complete exterior siding, exterior doors and windows installed, a complete kitchen with cabinets, a sink with hot & cold running water, non-absorbent kitchen floor coverings, counter tops and finished walls, ready for stove and refrigerator, all necessary plumbing; 4. A complete bathroom, with wash bowl, tub or shower, toilet stool, hot and cold running water, non-absorbent floors and walls finished and a privacy door; 5. All steps outside or inside over three (3) steps must have handrails, guard rails on balconies or decks over 30" high constructed to all 1994 UBC requirements; 6. Outside grading done to where water will detour away from the building; 7. Exceptions to the outside steps, decks and grading may be made upon the demonstration of extenuating circumstances, i.e. weather, but a Certificate of Occupancy will not be issued until all the required items are completed and a final inspection made. A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. * * * *CANNOT OCCUPY OR USE DWELLING UNTIL A CERTIFICATE OF OCCUPANCY (C.O.) IS ISSUED. OCCUPANCY OR USE OF DWELLING WITHOUT A C.O. WILL BE CONSIDERED AN ILLEGAL OCCUPANCY AND MAY BE GROUNDS FOR VACATION PREMISES UNTIL ABOVE CONDITIONS ARE MET. I understand and agree to abide by the above conditions for occupancy, use and the issuance of a Certificate of Occupancy for the dwelling under building permit # `7'7 ( . Date OS +- 28 '00 1 . S cri• 9 7 0 984 3 5 3 3 .Ittb— Tru 1ruTypos 1%45 A coNteo4 '17•.:sf2b Inc., NEW CASTLE, CO, 51647 1109 _ 5-4114. 1-0-0 5-4-14 4103 ,.. no 1 9ttti SFAT TYC • WIS. .11.11f1.), Cay + P y r A I , 119 — 4.7006 Feb 14 2000 Mirth houstilus, inc MenAng 28 13 29.09 2000 Pttqa 1 ! 10-0-0 14-7-74 - 4-7 2 . ....- .. . ... - . • ..._ - 4-7-2 IL. 1-0-0 1 10-0 1-0-0 20-0-0 1-0-0 '-falote 0 ffse tsiX ,YLIB:04 -14,0---0-:21,:Epi--ilLOsk70--b7-44-1./i - — LOADING(SI) SPACING 2-0-0 I CSI 1 DEFL in (iocy trcion PLATES GRIP ' "CU 40.0 Piffles Increase 1.00 Tr; 0.41 Vert(LL) -0.18 F -H +999 M20 169/123 1 CDL 100 Lsmber Increase 1.00 t.C.1 rJ,68 Veit(TL) -0.37 F.H ,r, -J,, ' BCL 0.0 Rep Stress Inv YES WB 0.51 Horz(TL) 0.06 F nia SCOL 10 0 Code UBC/ANSI95 1s1 LC LL Min Udell +. 741) 1 Wargiii! 67 lb - - LUMBER BRACING OP CHORD 2 X 4 SPF -S 2100F 1.13E TOP CHORD Sheathed or 4.6-13 51.: owl att, 507 CHORD 7 X 4 SPF -S 2100F 1.SE BOT CHORD Rigid ceiling directly applied nr 10-0-0 oc hrachno WEBS 2 X 4 WW Srucl REACTIONS 6b/siza) 6=1300/0-0-8, F.1300/0 -5-r) Max riorz19,67(loud case 4) Max UpI1liB=-257(load case 5), F-*-267(load CdOtoSj FORCES (lb) - First Load Case Only `OP CHORD A-19.16, B -O=-2476, C -D=-1796, D-Ee-1796, E -F=-2410, 50T CHORD 1341=2333, F-1-1=2333 WBS C -H0-610, D-He654. E -H-•670 NOTES 1) TN% truss has been checked for unbalanced loading sondiaara. 7) This truss has been designed for the wind toads generated by 65 mph winds al 25 fl above ground loyal, using 0 0 psf top chord dead load end 5.0 psf bottom chord dead load, 100 mi from hurricone oceeraine, on on occupancy mattegoly I, bundition 1 e IcJ building, al dimensions 1008 by 100 ft with exposure C ASCE 7-93 per USC(ANS195 II and verticals or cantilevers exrsi, they arn ernosed to wind It porches ordst, they are nol exposed to wend. Thu lumber DOLilnorease Is 1.33, and the plate grip increase • 31 This tss ruhas been designed for e 10.0 psf bottom chord Ilve lend noneencurront with any othihr or elOat11 DEu Taw 10-d. 1 33 4) rrovioe mechanioal cennection (by others) oltTLISS to bearing pilec2patric of withstanding 257 Ib up1,4 it 1 fid 1!, .,1.1.111 rd. 1.16C-94 ,oin! P 5 This Russ has been designed with ANSI/1 Pt 1.1995 Ciller ta. 1 LOAD CASE(S) Stendard COwi CO -n-412 Pr5r/1ex 600k. 3o9 Q. C-,e•-nte7.•- 1/5 cop ee. 08/ 2S 00 1,545 :A -GAS 1348 :8'970 984 3533 if alf.!•61.) NEIN CASTLE , CO, 51647 LOADING (psi) TCL,_ 40 C TCDL 10.0 60.6. 0 1 scot. 10.0 LUMBER 1 TOP CHORL) 2 X 4 SPF•S 210V BOT CHORD 2 X 4 SPF -5 2100F 1.5E OTHERS 2 X 4 WW Stud REACTIONS (lbalze) A=323/20-0-0, M=441120-0-0,1=523120 Max Horz Ae-111(load case 3) Max UplifIA=-4000e0 case 5), 1=•40(load cess 5) ..1---151 (load case 3) Max Grey N=525(loed case 6), 0=371(load case FORCES Ctb) • First Load Case Only TOP CHORD A-13=58, 13-0.-120, C-0=-98, D-Ee•104, E -Fe -104, F•G=-08 G-1-1>-120,11-1.-132 BOT CHORD A -P37, O-Pe37, N-037, M-5137, L -M31, K -L.37, j.)(=37, 1.J37 WE BS G -N.-417, C -0. -331,13 -Pe -596, F -Le -417, G-K,z-331, H-Ja-596 -Truss Typu DROP GAB 2X4 10-0-0 s 1 .44 C _ - _-• J' Sx4 I Far: 3K6 -1.5x4 TRUSFAII 1 C. - • — i":.1'! •,'!, .1 • I it [ 1 t 1 'k I [ (optic r 'al_ i 4,200s Feb 14 2000 MtTek Industries, Inc. Mori Aug 28 13:29 04 2000 PageTi s - • 1 ¶4 11 5o6 SPACING 4-0-0 I CSI Plates Increase 100 11-c, 0.29 Lumber increase 1.00 BC 016 Rep Stress Ina NO WS 0.19 Code UBC/ANSI95 1 (ftilritrix) 20-0-0 20,0-0 DEFL rn (loG) Vit(L1) nia nla Vert(TL) nta • nia Horz(TL) 0.00 nit-) lst LC LL Min 1/dell ,t 240 4 -.L 1 7744 h 2f.)- tu-0-0 1 4 - - BRACING TOP CHORD Sheathed or 6-0-U OL 1301- CHORD Rigid oeiling directly applied or 10-0-0 on bracing, 308 al• n PLATES GRIP M20 199/123 VVelolit• 56 Ib •0-11. N.508/20-0-0. 0.371)20-0-0, P=i776/20-0-0. 1 -50920-0,0, N--too(ood erne 4), O.-75(ioad case 5), P.-151(iu,e1 case 4). 1), P.777(load ease 6), L.,525(load case 7), K=371(Inucl C6Se., 1) K=3/1/20-0-3. 4.176/20'0-0 case 1). K.-76(lead case 0). J.777(loecl case 7) NOTES 1) This truss has teen checked for unbalanced loading Guriddlel,... 2) This truss des been designed for the wind bads generated by 95 rnph winds et 25 ft above ground level, using 5.1 pci top c,ord dead Load and 5.0 psi bottom chord dead load, 100 mi froin hui :bane ocoanline,ton en occupancy category I, condition I oncloseti build inc ol dimensions 100 ft by 10011 with exposure 0 ASCE 7-03 p or UBC1ANS18,5 If and verticals or cantilevers exist, they ere exposed to wind If perches exist. they are riot exposed to wind The lumber DOL increase is 1.33, end the plate grip increase is Truss actsIgned for wind loads. in the plane of tho truss only. For studs exposed to wind (normal to the lace). sv.e MiTeit :Aasidord 1.3,3 Gable End Detal'." I 4) Gable requires cOntInuous bottom chord bearing j 5) Gable studs spaded al 2-0-0 on center, 9) This truss hes bieen designed for e 10.0 psr bottom chord tivo load nonconcurrant wilh any other Uva loads per Toba No ib -LJ. 7) Prov•do mechanical connection (by others) of truss to beallng plate capable ot withstanding 40 Ib upllft tit A. 41) lo ornin at loud i 1J6.94, ^00 Ib uplift al joint N. 75 Ib uplift at leint 0, 151 Ib uplift et loInt P, 95 lb uplift al pint I.., 76 Ib uplift al Joint K end 161 li uplift et joint 5 Tx has. been designed with A:451)TP! 1-1995 criteria , LOAD CASE(S) Standard • mi i IA 1 1) 17. CI= 11:1!).8 i M og At. n ; ii 111 iii, la w L) c • 10 1 <trJ c—rc ft i INSPECTION WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE JOB 24 HOURS NOTICE REQUIRED FOR INSPECTIONS BUILDING PERMIT G RFIELD COUNTY, COLORADO Date Issued.:'�°• . Zoned Area Permit No -1-7101 AGREEMENT In consideration of the issuance of this permit, the applicant hereby agrees to comply with all laws and regulations related to the zoning, locatipN construction and erection of the proposed structure for which this permit is granted, and trifler agrees that if the above said regulations are not fully complied with in .the zoning, loon, erection and construction of the above described structure, the permit may then be revoked by notice from the County Building Inspector and IMMEDIATELY BECOME NULL AND VOID. Use CIOVZ)P4 AddresLegal Description Owner t5 -HER This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection. / NSPECTION RECORD r Footing //3 q -w Foundation (0_17_07) 4 Underground Plumbing Insulation Rough Plumbing Drywall Chimney & Vent Electric Final (by State Inspector), ) LcE( Gas Piping Final s -z7 -o f (a, r Electric Rough (By State I pector) Septic Final Framing 12 4 trbNotes: (To include Roof in place an Windows and Doors installed). ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING - WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. Pi13 THIS PERMIT IS NOT TRANSFERABLE Phone 0111011114 109 8th Street County Courthouse Glenwood Springs, Colorado. APP - • V D DO NOT DESTROY THIS CARD Y-144212 5 PLAC 0 TSIDE - COVER WITH CLEAR PLASTIC Date