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Application- Permit
No. 7167 GARFIELD COUNTY BUILDING, SANITATION, and PLANNING DEPARTMENT 109 8th, Street, Suite 303 Glenwood Springs, CO 81601(970) 945-8212 Job Address ( o �'' CIC -449( Nature of Work Building Permit Use of Building <) V' res (te`.rtc-e_ 9 a cci e_ Owner S i-i'i. S i'411 , 1IYC . Contractor Z CA)0 )1.0 --- Amount of PermitS p9/ 0 3 5 ' f Date picJi&d: g 'cio puttni-k- f. (3 caS Clerk 5-1-3-60 • GARFIELD COUNTY BUILDING PERMIT APPLICATION GARFIELD COUNTY (GLENWOOD SPRINGS), COLORADO TELEPHONE: (970) 945-8212 4114jcant to complete numbered "met only. INSPECTION LINE: (970) 945-9159 4 PERMIT NO. PARCEL/SCHEDULE NO. JOB ADDRESS: p) o� 1<p l A -A alai€ COO 16 s- IAT NO. a BLOCK NO. SUBDIVISION/EXEMPTION R0414 /G i 0 G ..I 2 _42 OWNER Saf}Dstq hi _LNG 06 6,,5u,voiri hor oy rait3-SiZl si wan: 3 menden* . n �i�sr� n Anc"88 L' L l g_ eido 8'1623 PH: .NO: 4 AIIQQISCT/IDV@EER MOMS IMI: LIC Na. 5 sars.c BUILDING eD(a. SQ.PT.OPIAT aa9063 =Gorr ! 9 !/ /6" No.OFPWOS! / 6 VII Cf BUIDN° �1 Mg if FA m 1 [ 1 GAS 7 j v DESCRIBE WORN: /V t4ie, £'GMs -k 0 c vl o h1 , 8 CLASS CFROM oAonlrloN oulmulmN MOVE oINIMovc 9IX ONDANA T:DIONOUS I0 Lam/ CI l+•PIAN GpmwAY PON DON IVIS MIME ODALIPBPnj' VALUATION OP WORE >< I9D/04 D VMUA1,CNV /1 7, /� / IAD/H4" , T 0 ueeAL CCNDIIIONT: A SEPARATE ELECIR]CAL PERMIT 1S REQUIRED AND MUST BE ISSUED BY THE STATE OF COLORADO. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 1E0 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 110 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. AIL PROVISIO OF TAWS GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH SPECIFIED HEREIN OR NOT. . ' r• , 1 0 OF A PERMIT DOES NOT PRESUME. TO GIVE A r ' + V 1 1 • ' ' CEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL ' ' r' j r CONSTRUCTION OR THE PERFORMANCE OF OONSTR f r N. ir��14 St .- It/ 1 281,1, PLAN CIECICFEE: , re Q t9 . /I p23 ,2,,qJ �"'' / TOTAL FEE:,DATE PERMIT ISSUED: J2033 . 2. / OCC: GROUP: CONST: TYPE: ,fi `�,J j --, % f I� r ' �r ZONING: SETBACKS: , S'., afOelex, Coe. ors th U:Pd egoet bsvo1l eotioe above. r....( -4,4r.,...., ROME: ISDS NO. do FEE: ultdlal ❑ept P P - AGREEMENT PERMISSION IS HEREBY GRANTED TO THE APPLICANT AS OWNER, CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE BUD-DINO DEPARTMENT. IN CONSIDERATION OF THE ISSUANCE OF THIS PERMIT, THE SIGNER HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORITY COVEN IN 301E.201 CRS AS AMENDED. THE SIGNER FURTHER AGREES THAT IF THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPLIED WITH DN THE LOCATION, ERECTION, CONSTRUCTION AND USE OF THE ABOVE DESCRIBED STRUCTURE, THE PERMIT MAY THEN BE REVOKED BY NOTICE FROM THE COUNTY AND THAT THEN AND THERE IT SHALL BECOME NULL AND VOID, THE ISSUANCE OF A PERMIT BASED UPON PLANS, SPECIFICATIONS AND OMER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM 'THEREAFTER REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FRO PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN IN VIOLATION OF THIS CODE OR ANY OTHER ORDINANCE OR REGULATION OF THIS JURISDICTION. THE REVIEW OF THE SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTTT UTh AN ACCEPTANCE OF ANY RESPONSIBILITIES OR LIABILITIES BY GARFIELD COUNTY FOR ERRORS, OMISSIONS OR DISCREPANCIES. THE RESPONSIBILITY FOR. THESE TCF,M.S AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICALLY WITH THE ARCHITECT, DESIGNER, BUILDER AND OWNER. COMMENTS ARE INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS INTEREST. ommoo3�� 8 419 I HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE. UNITIALI nnf ll 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 UNTILLSI. 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. T unde tand : . agree to abide by the above conditions for occupancy, use and the issuance of a C to of f ccupan for the dwelling under building permit # S gnature bpcont elf/ ,3 s? 7120.A.4 i 77s iirodl 4.. ° " --=-•' /IGd -� tea Ward./e. — ._ .7.020.0. -4 ,�� /17'S°u 1$1S?r"*C...11.°_a . -'. 7;-fid°.d v. 4 le Mr. Ron Sande 0046 Summit Loop B-4 Carbondale, CO. 81623 Ron, Dakota Homeowners Assoc. May 11, 1999 As an Architectural Committee, our job is to insure that the builder and materials used meet and exceed the requirements specified in the association by laws. As a builder and lot owner you must read the building and site requirements and have a full understanding of what is expected of all the homeowners an Dakota. Though we have received your building plans, the committee needs a revised plan that clearly specifies the loft as living space and where and how it fits into the home. The current drawing shows no detail of the loft. As the plan now stands it does not meet the minimum square footage outlined in the by laws. It must be 2,000 square feet minimum of living space. The color and building materials submitted for fascia, soffit, windows and trim do meet requirements and code, as well as the shingle submitted. It is imperative that you do not deviate from these materials or colors without prior approval. It is also required that $5,000 be submitted to the Homeowners association to be held in escrow for your landscaping requirements. These guidelines may seem stringent but please realize they are meant to not only protect current homeowners but to protect your investment as well. By insuring that each new home enhances the subdivision, our values are also enhanced and your return on investment will be greater. Also, your jobsite during construction must remain clean and free of any equipment and material not necessary for the current work to be preformed. Remember your revised plan showing the loft and additional square footage to meet association requirements must be approved prior to start of building. If you should have further questions, please call me at 963-2799. Sincerely, Rob Haines Dakota Homeowners assoc. . 16. Do the plans indicate the location of glazing subject to human impact such as glass doors, glazing immediately ad'acent to su h doors; glazing adjacent to any surface normally used as a walking surface; : _ : • doors; ed glass panels; shower doors and tub enclosures and specify safety azing for these areas? Yes No 17. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the pl Yes L No 18. Do you understand that if you are building on a parcel of land created by the exemption process or the ' 'on process, are building plans in compliance with all plat notes and/or covenants? Yes No 19. Do you understand that if you belong to a homeowners association, it is your responsibility to obtain written permission from the association, if required by that association, prior to submitting an application for a building permit? If you do not have written permission from the association, do you understand that the plan check fee will not be refunded should the architectural co eny or reject your building plans? Yes No 20. Will this be y residential structure on the parcel? Yes th No If no -Explain: 21. Have two (2) Yes de sets of construction drawings been submitted with the application? 22. Do you underst t the minimum size a home can be on a lot is a 20ft. x 20ft.? lr4 Yes No 23. Have you designed or had this plan designed while considering building and other construction a requirements? Yes No 24. Does the plan accura ly indicate what you intend to construct and what will receive a final inspection by e1d County Building Department? Yes No 25. Do you understand t approval for design and/or construction changes are required prior to the ap lic n of these changes? Yes No 4 26. Do you understand that the Building Department will collect a "Plan Review" fee from you at the time of application and that you will be required to pay the "Permit Fee" as well as any "School Impact" or "Septic System" fees required, at the time you pick up your building permit? Yes 1/ No 27. Are you aware that twenty four (24) hour notice is required for all inspections? Inspections will be made from Battlement Mesa to West Glenwood in the mornings and from Glenwood Springs to Carbondale in the afternoon. Morning inspections must be called in by 12:00 p.m. the day before; afternoon inspections must be called in by 5:00 p.m. the day befo Failure to give twenty four (24) hour notice for inspections will delay your in on one (1) day. Inspections are to be called in to 945-9159. Yes No 28. Are you aware that you are required to can for all inspections required under the Uniform Building Code including approval on a final inspection prior to receiving a Certificate of Occupancy and cupancy of the building? Yes No 29. Are you aware that the person signing the Permit Application, whether the "Owner", "Agent of the Owner", "Gen Contractor", "Contractor" or otherwise, is the party responsible for the project com ' g with the Uniform Building Code? Yes No 30. Are you aware that If you are accessing a county road and do not have an existing driveway you will reed to acquire a driveway permit from Garfield County Road and Bridge? Their phone number is 945-6111. You will need to show proof prior to the issuance of the building permit. I hereby acknowledge that I have read, understand and answered these questions to the best of my ili / /ri/ al 9f signature T d to Phone: r3 V2/ « (days); (evenings) Project Name: c4- n Des l 3 h C. C- . Project Address: d. Diike / Geo 71 j // 5 masa JUL 06 '99 19 26 FR BMC WEST LINDON TRUSS801 785 6728 TO BMC GLENWOOD SPG P.01/12 �uL. 0•• icy 1 Truss Type �'VJ VF�C 1F VU flk1�. ' PlyC NO 386---P.1 JapGlenwood A1ti ROOF TRUSS 2 'flu (tom • .Lindon. A 5-7-15 , 11-0 - La.10r14 154.12 R17199d4 c i ek Indu811S1s. h±aT 081.3;36:071949 Page 11 5.7.15 54-1 9.10.14 2-10.14 10.00( 17 - �i��` a 21.6.4 ,1..... 11410-0 ?p4a 2-114 52-12 1440 440 12. 6.745 5-7-11 14 13 12 11 10 8 *1011 Cheltlam y,8_ 1MM Gras l l axe= f { 1'1 -D -o 54.1 74.10_14 164.12 21442744t �� 5.10.4 940.14 2-114 64.42 LUMBER TOP CHORD 2XSDPN•o.2 80T OtLORD 2 X 6 DF SS WEBS 2X4 OF Mod Vatepr 3-182X4 DF No.2.6.7D2X4 Dr N0.9 REAVRONS Woke) 145735/044, 7-864/0-04 9=9195/0.5.8 Maa Horn 1=.478(laad este 3)[3e, 63 T- ram( MaxyolksU1 a7572(bad case p, 7o•28UQoid case 4), 8'.2S400oed ease 5) a a r'� �% K� 7i ttAlpc 6rav77721(loed bels 7), 809958(Ioad ease 1) FCRt;i (ts) - First toad Ono Only TDF cHoAD 142.7836, 24E-4985, 3.4.4965 44.4354, 54.4974, 8-7'3405.74.18 BOT CHORD 1400012, 19.14E5112. 12-13E4823, 11.12E4828,10-11•+4887, 9.10E -52S2, 75E4232 WEDS 2-14=2565, 2-11=2142. 8-11015921. x19=1980.4 -11=2148.5-111e44. 5.101,4005, 6.1c 92e2, 640-7711 DRA=WS TOP CHORD Sheslhed Or 3.10-0 on center purkh spedrrd. 80T CHGRD mod cane imam( 1991 d or 6.40 on center boacIns. 5AN De/9' 7'` NOTES 1) 2.ply was to be emanated lopedversAn 106 Cornmen(.1483R') Halls es Mows: Top chorda connodud with 1 MO) at 044 on Denser. 8*xn Chorda connected with 2 fowls) at 00.89--4d on center. Webs wnnedsd at foaows:2 X4 • 1 raw(s) at 044 on cedar. 2) Truallu3e hes been ahedced for unbalaraeed loading conditions.'3) Tido run hes been Culvert /Or the vane loads _ W 00 mon wiill 5:11 above ground level. ustre 1,0 WU* chord dead 'Wend 5.0 ref bottom Owdead load, 10 generaied eon hurricane ooearAine. on in occupancy clie80ryl e0nd5ora I enc o ed bu8dlrnp. of dlrstensslons 46R tri 24 ft % fel a>rpoeure 4 ASCE 74183 per U9C/AN$II5 Wane rentals or oantilovera calk they ere e m wind. If porches eaten. pew ars notxp exposed to wird. The lumber DOL Unsafe* Is 1.3,3, and she Ole grip lrreresse 1is 4) AA Dienes ere M20 prates unrest o1heMRse Indilalad. file NISB has b080 deelgned for a 10.0 pear botom chord litre foal nonconcunrantwith Spy other11re loads peer** No. 10-B, UBC.04, 6) Provide mechanical cane /on others) Cfbuss 60 beerirl8 plata capable of NAdlanding 1672 b upliftat)9fnI 1, 369 le uplift at , NM7 and 254010 WelWeletjoint O. 7) Thle du54 toe been designed W11h ANSUTP11-1.505 ollterla LOAD CAST(s) Standard 1) Repulse Lumber incrs58e:4.16, Prate lnaeesse°1.18 Continued On pope 2 A WANING • WO data Awry moxa and REA NOTBi ON2717SAND REVERSE EIDE BEFORE USE, Osalgn WA for uta era? with Wok aeenaalpra. Toe is basad coy upon Paral06ial; shown. ao0 k loran In6Mlaual buddir4 COrroonont btu lostolbd &d loaded war5LulIy. an Maly psrstm0ttr sntl poor inearpam*n of oompanra b teapono84Ipr or bu1*t'e doerenrr • Rat was eraerra 010'M b for IS+6T 0Up9ad a traMdual verb 0101nDsra onfY. A00110r al urrrporary bradna vu kI urn 2aelrty i townioiior, is lap tocoonsallIv or Ono mom Mdtyooro aarmuwrt bt06n0 or Ire MOW 10 401111 Is 0!0 fetraon6bety er Om buU5OS der Fe( asalvg d Ina hOfinlibll, OusIlWoonooL os,Nes. dowry. monad, 4, braoir'p, cattail CST ugbh ae spodacolion, arr1 ma*" rtpndlI g Irmastrins and Mama lioaonrnof47606 &AUDI* tom Theo: Phlc lr. SW% D• 11.Tgk Indu01400. bra. Oneldo OrNo.118dteee, WI S1719 July 6.1999 JUL 06 '99 15:54 __ r-4 /�.....- LOADING (pa0 TCL. 40.0 TOOL 10.0 ECU. 0.0 BCbt. 10.0 SPACING 2-0.0 Plates kneterlae 1.16 Lumber Inert** 1.15 Rep Segos Inv 140 OOde UBCJANS195 QV TG 0.75 BC 0.91 WE 0.69 []EFL (In) Poe) Weil Vert(LL) .:191-141 Ens Veal_) -022 13.11 ?Ph1 H9rzin.) 0:04 9 04 1st 1.0 U. Mkt Well = 380 PLATES GRIP M217 220/116 Wefght 928 Ib LUMBER TOP CHORD 2XSDPN•o.2 80T OtLORD 2 X 6 DF SS WEBS 2X4 OF Mod Vatepr 3-182X4 DF No.2.6.7D2X4 Dr N0.9 REAVRONS Woke) 145735/044, 7-864/0-04 9=9195/0.5.8 Maa Horn 1=.478(laad este 3)[3e, 63 T- ram( MaxyolksU1 a7572(bad case p, 7o•28UQoid case 4), 8'.2S400oed ease 5) a a r'� �% K� 7i ttAlpc 6rav77721(loed bels 7), 809958(Ioad ease 1) FCRt;i (ts) - First toad Ono Only TDF cHoAD 142.7836, 24E-4985, 3.4.4965 44.4354, 54.4974, 8-7'3405.74.18 BOT CHORD 1400012, 19.14E5112. 12-13E4823, 11.12E4828,10-11•+4887, 9.10E -52S2, 75E4232 WEDS 2-14=2565, 2-11=2142. 8-11015921. x19=1980.4 -11=2148.5-111e44. 5.101,4005, 6.1c 92e2, 640-7711 DRA=WS TOP CHORD Sheslhed Or 3.10-0 on center purkh spedrrd. 80T CHGRD mod cane imam( 1991 d or 6.40 on center boacIns. 5AN De/9' 7'` NOTES 1) 2.ply was to be emanated lopedversAn 106 Cornmen(.1483R') Halls es Mows: Top chorda connodud with 1 MO) at 044 on Denser. 8*xn Chorda connected with 2 fowls) at 00.89--4d on center. Webs wnnedsd at foaows:2 X4 • 1 raw(s) at 044 on cedar. 2) Truallu3e hes been ahedced for unbalaraeed loading conditions.'3) Tido run hes been Culvert /Or the vane loads _ W 00 mon wiill 5:11 above ground level. ustre 1,0 WU* chord dead 'Wend 5.0 ref bottom Owdead load, 10 generaied eon hurricane ooearAine. on in occupancy clie80ryl e0nd5ora I enc o ed bu8dlrnp. of dlrstensslons 46R tri 24 ft % fel a>rpoeure 4 ASCE 74183 per U9C/AN$II5 Wane rentals or oantilovera calk they ere e m wind. If porches eaten. pew ars notxp exposed to wird. The lumber DOL Unsafe* Is 1.3,3, and she Ole grip lrreresse 1is 4) AA Dienes ere M20 prates unrest o1heMRse Indilalad. file NISB has b080 deelgned for a 10.0 pear botom chord litre foal nonconcunrantwith Spy other11re loads peer** No. 10-B, UBC.04, 6) Provide mechanical cane /on others) Cfbuss 60 beerirl8 plata capable of NAdlanding 1672 b upliftat)9fnI 1, 369 le uplift at , NM7 and 254010 WelWeletjoint O. 7) Thle du54 toe been designed W11h ANSUTP11-1.505 ollterla LOAD CAST(s) Standard 1) Repulse Lumber incrs58e:4.16, Prate lnaeesse°1.18 Continued On pope 2 A WANING • WO data Awry moxa and REA NOTBi ON2717SAND REVERSE EIDE BEFORE USE, Osalgn WA for uta era? with Wok aeenaalpra. Toe is basad coy upon Paral06ial; shown. ao0 k loran In6Mlaual buddir4 COrroonont btu lostolbd &d loaded war5LulIy. an Maly psrstm0ttr sntl poor inearpam*n of oompanra b teapono84Ipr or bu1*t'e doerenrr • Rat was eraerra 010'M b for IS+6T 0Up9ad a traMdual verb 0101nDsra onfY. A00110r al urrrporary bradna vu kI urn 2aelrty i townioiior, is lap tocoonsallIv or Ono mom Mdtyooro aarmuwrt bt06n0 or Ire MOW 10 401111 Is 0!0 fetraon6bety er Om buU5OS der Fe( asalvg d Ina hOfinlibll, OusIlWoonooL os,Nes. dowry. monad, 4, braoir'p, cattail CST ugbh ae spodacolion, arr1 ma*" rtpndlI g Irmastrins and Mama lioaonrnof47606 &AUDI* tom Theo: Phlc lr. SW% D• 11.Tgk Indu01400. bra. Oneldo OrNo.118dteee, WI S1719 July 6.1999 JUL 06 '99 15:54 __ r-4 /�.....- JUL 06 '99 19 26 FR BMQ WEST LINDON TRUSSB01 785 6728 TO BMC GLENWOOD SPG P.02.'12 JUL. U. 1J.)J� 1' Jlri l I'la 1 G.R J I L1' I IC.r b NU. jdf7>____P_ ..IOD Tilr3i Truss Type Dy ply' SMG [3leretgpa 41431 1.111420 ROOF TRUSS 9 2 wit C�V ram fairsgdont gam Lid 84042 T 452 Sian it TAitirek Induaras—Yue s: LOAD Ca$E(s) 8landerd urltam► Load 0114 Veit 22 -100 0, 24461001.3.4..-100 0. d.5=.100.(1, 5am100.0.6.7x`.100 Q, 7-6=-100.0, 144 4G.2, 1.314.-5462.12.13.546.2,11.72.-548.2, 1047.-540a 11-10=54e,2, 7.9=4401 81719944 A WARiV7NG. ,,i vCrJS ON xmrqo RE RS2STL)Emope WE. Deelek wrid for uta snb Min Mil* amoeba, Itis degiris beesd a dyupon Psrsmsisislbw% and la 407 fin Individual bi,4d4i4 osn,ponen: ION Mi nim and 104404 ver6:41y, Iraplltablay of tagn pamnalew and prow tro0tyoradon at eenillenene It +Mp0 at b411Palmy - nor Yvo4�,, lir. 6rirdrre &awn is lot latera Support al 100M0001 woo membakenny. Addilianai QriVerarr blaCtile to PamPamCoal* POO oorn Jd ion I die a e0snliberty el the 0!00001. mom' peribsnoixbtnIAS at tris swot slnicA rs k, ka rosponObltay of W e biilldrog dpM ner. For gpnem "Mow wootalog fabRraaoq, PAW eetrbbt. slerepa 401M4ly. imam. and tirbcMI, wad/ aer-as Ciditr DS9-40 EVidn0 Spa:1 wqb*, a ZicrTo. **o� Handling rn.IMlktp and 5401506 ReeamatondatI n avp1k61a kw Truss Pb ie btsti gle, R2 D, M11Tek Industries, Inc. T1 h GK ' RR i:4 4ab 414$8 11 JUL 06 '99 19 27 FR BMC WEST LINDON TRUSS801 785 6728 TO BMC GLENWOOD SPG P. 03/12 ©.t Apr— i • �tr4'�I'ti !tic it41)U5 I HILL,^. NQ. 386 P. Qtr' PIY BIND Glenwood C1 en ROOF TRUSS rust cl,eon), Lindon, ter 64042 4. a an eh ueJuloe 1 1s 2040 9��.O.p 1-0.0 10-0-0 10.00 1.04 SII -,� V•'r•-• •-•'✓•"• ♦"� • • • ♦'•-•-•'•'•-• • • •Y'•'•-• * v • v'• •'•-• vr••-•`•'rR-+-••••'•-•-• •-• r•••••� •i• 3x4 - 2w4 I1 bidIr MO It 1,•••-••••••=•••••..--.• 3 20 II LOADING (pal) TOIL 40. TOOL 10,0 BCL. 0.0 SCDL 10.0 SPACING 2-04 Rates lnclelee 1.15 Lumbar Imbue bee 1.15 Rep Siris Ina YES Code UBC1ANSt95 LUIMER TOP CHORD 2 X4 OF Nat BOT CHORD 2 X e DF No.2 OTHERS 2 X4 DF Stud GSI TC 0.21 eC 0.12 WO DANx.06 21r1Ir 0.0 20-0.0 2x411 WI! i DER. Gn) U Wiwi V600.I.) ole L) nfa K0 Mn00ria Werth 1.0 LL 560 R17195'5 PLATES GRIP M20 220/005 Weight BR Ib BRACING • TOP CHORD Sheathed ore 0-0 en center purge apagng. SOT OHORD Rigid cetgn6 sheeny applied or 5-0-0 on center bracing. REACTIONSgbWKe) 1=103120-0-0. e+1931200�..0a_1�5�+"16W20A.0, 10.250r10-0.0,16•'I01T20.G0,1Bwt27/20-0.0,12-43$120-0-0,11a1e1/20-0.0, 10427/20-0.0• Max Hort 10150(Io.d case 4 0 150(Oad a e a) M0c Upg51411.3211oad case 4),1 cite 5),1a=-127(t0ad ease e1), 12h -112003d case 301 w57(100d Meat 6),10=-187poad Cese e) MaxGrav140256(Ioad case 0).1611 Cod case 1),1$ ernistad case 6J,12/86(bed Ape 7),11u10Y0vad case 1), 100427003d sass 7) F0 $ 0p) - Fiat Load Oast Only TOP CHORD 14051, 247.115, 54n-90, 4-50 1-95. 54.66, e.) .90, 7-00-112, $.9-125 SOT CHORD 1-1 Sec, 16-1600.14.166.13-1420,12-104, 11-1240, 10-11110, 6-16110 WEIS 5-13u.151, 4.145.210. 3-182-,154, 2.160.324, 0-120,210, 741*464,1.100,324 NOTES 1) This truss hae been checked for unb212fted IDa6iig condido*e. 2) TM truss has been designed for the *MS loads generalad by 00 mph *ids at 56 ft aboveground lavol, wine 6.o pd lop ahold and Iood and &0 pa bottom chord dead bad. nf)ts mi Som l Wroan0 eeearttine, on an ooearpanpy category 1. con¢rito' n l eneto.ed bUiklrnp 'orda i n)on 451‘ by24 ftWN, esposutle C ASCE 745 par UBCI4NSI115 If end herbals Or c MPsysrs o,dcl trey aro erposod to wind. M porches aeds% they are rot exposed is vdnd. The number DOL increase Is 1.33, and the plate grip In reasa b a 4)) Aa plates For shIdeM220 Maleeordeal etheMse i Standararead Cable End Detail" 6) Gable requires condnuoua Morn CNord bearing, 6) Gable sleds spaced at240 on Centel. 7) Th15 trusspas beers des>onad fa o 10,0 pef bottom awed live Toad noncon:urr4M+61114 any otherrltie 10641 per Table No. 16.8. 1!90.94, 0) PrevIda mecitanicel oonneallon (by others) or !nice to bearing plats capable °e yelik n 02 Ib uplift ai joint 14, 67115 upIiR:t r e 15,107 toupEtot Je5rt 10, 02 Ib uplift MOM 12.57 6r up(AL at joint ii and 1S71b upHJtt /ohm 10, 9) This bliss ti a been designed Wilk AN UTPI 14095 °!Lada. LOAD CASES) Standard A W4PNJNG . irr. dr*"penemers v wrrdlRPM.O NOTES ON 27475 AND.REVF-RSO SIDE uREPoRE OSR, DDeewapprtn vale row use gory we 1107ok Weeders, Thla dcslgn k basol arty seen pareraalewo thaw+, sada for en ara,1dual bulydG+fl ccrrponcnt to be krsflted NM rcidsd %Neelly. ASSIICIONy et sedge parameters and fewmoratden of origami b rodporaibLb et b d.spear .. Wm e er +ae Mown Ie for rt+raf on yr b ehlod#I web Wombat say. Adams) Lary bam redro to Imre Mae diAng sonskusSon is be reeponcheeteme amerce Adoring pewnwiete b*seiae e< Moa avaros etruc ere Is he resseedelle et IM bel &s1 For general gWfdarce te6udin5 tatttbsdx1/4sedgy egnavl, storage, Silvery. MOO% and bracing, eensdt 06742 dua6gr 5Wi4$rd. OEMs 6+0+!0g 5per,'Fcsken, acid HIU.91 ilandl'rq htstillfrogane bnreln0 Na smtrreartdarlen a+aflabte fiom Ttvcs Plm• rastlruce. les Q' 0110hi0 Nye. Idedisa+,T11 52715 MIT* Induatrtei, Inc. July 6,1999 JUL 06 '99 1S:55 JUL 06 '99 Job J UL . b . iysy-- 454139 19:27 FR BMC WEST L I NIXJN 1.l ss MITEK INDUSTRI ROOF TRUSS 6140 WPsr-Orem Truss (linden). Uma% UT e'2 LOADINGoat) Text. 40.0 1'oDL 10.0 EMU. 0.0 BM 10,0 6.2.13 5-2-13 TRUSS801 785 6?28 TO BMC GLENWOOD SPG P.04/12 9 1 1640 LAS 4.0.32' Jan 20'We MI1'ea In rtes, inc. Tea he 0613: :12 1.93 4.9-3. 20Do_i. - 52.19 1-0-0 axles '1 10-0-0 SPA41N6 2-0-0 Plates Increase 1.1b Lemberr Inrtesfe 1.15 Rep Stream lnar YRS Code UDC/MOMS C61 TC 0.62 BC 0.76 WE 0,27 104 DEM RIC) iideli Ven(u� 4) a 2.8 s Vert(TL) -0.48 2-e .517 . Hord(TL) 0.03 6 nla 1r♦t LC LLMIn IJdefl+r380 R1719046 age 1 PLATES DRIP M20 220f195 Wei 114 Ib LUMBER TOP CHORD 2X4DPNoe BOT WORD 2X4DPNo.1iBtr WIGS 2X4OFMoe IlEAC110HS 1blstnel 201297/05-11, e.1297N.58 Mot Horz2a.149Qosd case 1I) M. upti 011poad orae S). 6 0e(oed ease 5) FORCES (b) - First Lead 0332Qrtfy TOP CHORD 1.2.25, 2-#1000, 3- -11dB, 4-5N-1,143, 541609, €-, 2 DOT CHORD 2-W372,131=137a WEBS 1-9a-/48,4-62835.6 449 BRACING TOP CHORD Sheathed or 44.13 on center purlf n spadng. DOT CHORD Rigid odlfnp *wily applied or 10.0.0 on center bladn0. NOTES 1) T1ga lrwi het been dtedoed forunbalanced 100 o =Miens. $?'Maims hes bean damped farina wird toads generated by 00 mph winds et 85 h above ground level, using 50 paf top Chad deed load and 5,0 par WW1 Chord dead load,100 mi horn hirdCene ucear>gne, on en occupancy category 1, condition I enclosed emerlegOnesteems! to wl y 46 bY 24 it tarn perchess artist they are riot uo exposed to vdnd Th lumber DOLS n aartseWend IS 143, nd 4,e mbs � wisk el`o ere plate grip rs 1.911 s) As plates cal= 0 plates udeas odterwha Ware& 4) TM truss.,aas Jaren designed fora 10.0 per bottom Cord 3Y9 rose nencoecument whh s y olriar live loads per Tape 140. 154. USC -94. • 6) Provide meds di connsteen (by other9) of truss 1D esuLtg gala cspsole of wltlldl5ndng 300 lb uplift at Joint 2 and sue lb uplift at)oInt0. e) This trues has blrafl designed rah ANS1iTP11-1995 Mesita. LOAbCA5E(S) Slandilta IMEggenan .4 W4RNING • Vereir IMO paramarrr MAO NOM ON THISAND WINE SIDE WORE USX two vow 10r 110 any vAlh 0.6Ttik eanr,.oprf, Tlib design k bland only won sarareelars swim env o for an Inawldual l ading eempanortso be inslellod opal weed vntiWb appleabillyM du#gn par.Inalers and Per or of oen,ponvea rw rs pongroad of 6+',t.d e�i 45ner • 60I rVaROmer owin91n ,, b wirers rel a een ofwee t 0b l any, Advalonolanvors/ arson ro insure arinV.s4Wu0601% ra to S Demme braehg of the evorell shire le the aiy erthe �eppon e.91 Went* ?s3er, AsdManal Iabeaaavn. quarter conlro6 name. dISwry, swim, and ermine. w..11 canoe nor 6b *raorocimf SpeCifiDineti end N10-01 H eadlfv tremens end e M Mete m im amnia 0V MadtNn, IM 5 71 s+ s aeli� nocanmendaAon µotiibry from �,ras Pate Y,ea,wae, ab0 D' ^iY M1Tek Iradua1r1ee, In e. July 6,1999 .TI II DIF ' Pei c_ S� Joe JUL 06 '99 19 28 FR BMC, WEST LINDON TRUS5801 785 6728 TO BMC GLENWOOD SPG P.05/12 JUL. 6.1999_. 1:53P MITEK INAUSTRIEG NO. 386_P. TnAPs • Tema Type Qty Pty eta (lemi Od muse C3 R00P TRUSS 1 1-0-0 6.2-15 4-61-3 441-9 L2 1s 10•D-0 a.. r. 17 ra LOADING (psi) TCU. 40.0 TCDL 10.0 BOLL 0.0 BCD., 10.0 'i Ch' • 0.3 v SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.16 Rep stress Ina Yes Code UBC/ANSI95 CSI TC 0.39 SC 0,77 WB 027 20.0-0 10.0.4 Oaf- Gil VM(LL) -0.23 Lb6-7 D*990 Vers(TL) -0.4e 0-7 5517 Hoa(T).) 0.05 6 1Ya 1et1-0LLPin YdeJle960 UMBER TOP CHORD 2X4 DR No. SOT MORD 2 X 4 CR Nal fkBlr WEBS 2X4OFStad REAc r oN5 5belse) 9411821044, 221257058 Max Hoot 201710sed este 4) Mex tip6!lS'sl.2ed case 5). 2r4o50oed Cale 5) bene- ES (fo) . RM. Load CASE OnN+ TOP CHORD 12224, 2. 1504, .•1146, 4.4.1115.3-82.-160e EOTCHORD 2-7=137E, 9.7*1373 WEBS 3-7=-449, 4.7.6;6, 6-710- 448 PLATES GWP 1120 2261195 Weight e3 le BRAWNG TOP CHORD Sheathed pr4-2.e on miter pun7n apadng. eat CHORD Rigid ceiling 02e37y applied er 70.0.0 on eenter brseins. NOTES 1) This truss Rall been checked Ver unbalanced indite mil:Mons.2) The tiVibt No boon 0041.91180 tot Me lfrisd �F 114 BY RI 0130 181r44/511123 lt *eve wand level, using 3.0 asp chord dead Iced and CO ge bottom chord deed lead. 100 m Nom hurrlone 00dinllna, on en ooe ncy allegory I. =flair! 1 Brelandbuilding, er manaSo 45 k by 24 wMh exposure C ASCE 793 per ll9CVANSt9S IF end veflmis or cameo= wdaF, they are e d t +rind. if pordrde that, miry ire net ttiposed 'rewind. The lumber DOL increase Is 1.83. and the plate ads inmate is 3) Al .1 plates ars plilte unless othe+wiom lse Inded. • 4) itis Sust been awl", !bra 10.0 pat bottom afford l ve lead noncenourront v4s any other Ilue bade per Tbble Na 1e -R 44. 5) Provide medmnlml apnnee9on toy Wham) 0flros310 bear?ng Plate capebla orweasearlong Zea 10 uplift to )pmts and Sea tb uplift atjolni 3. 0) This Was has been de 6pned van ANSUTPt 1-1095 r 1'$1a LDAP CASCO) standard A tt$(RArING . Vat , dsstx poir.seters and READ NOTES ON TIES AND REVERSE SIDE RF,IORE Era pin W ld won only j o . Ti deem i 11 Wiwi only upon pstametefs Twee, and b fa in an SON.a buPflp selepensr W arw w APPA et dpelp 9e rbele as *rid leeetpedben of r. r eaMOOftent N repo= ebib, N shiest. ass • net use simmer. *echo shown NW h I support of reiMata ww members only. Atdlttonoltemeot sy Wag to hove 41119119, 401 aensleudien io 1110 reopo of tic erector. Additenet oonesnenl,eaunpore e*Owren;I MO 10 aroroopon$lbR4roferetwgerpdbi t For��wdmrldance rob Imam oak *onsetaereae. dAlb/H. aricllan, end beer+ consult MT.,.Qwtty $100W1. usa.aQ 6t0C4rtg Seeauleeth , sod 1115.01 llonelwg Inoue:no ono moos hocommenQ.Fen swerve from "on Pts trciPoule, 583 0' MrTek lndus1rka, ins. Onofrio Dee, lladtte . w1 Ss11$ July 6.1999 JUL 06 '99 15:56 oftam. mw. Ooo JUL 06 '99 19:28 FR BMC. WEST LINDON TRUSS801 785 6728 TO BMC GLENWOOD SPG P.06/12 JUL. la.1�vy MILK iNUUIt11LS NO. 3a$ 11.6 truss Tmss7ype " �lty �H t dienw'ood `••••�« ••_ _..__ r ... ,�_� •141311 Gs ROOF FRuSS 8 1 R1719aie -Oram Truss (Li .71 1' 444 94 2 4.0.3 S Jan 201995 IIr6Tek , M1rl. Ju105 13:47:07 1959 peps 644 4413 0415 f.4-5 14.0 1040-_ 1040 ,.P40."9.-.16�Le-glgadlitP41-L LSP11-. LOADING (yef) TM" 40.0 TCOL 10.0 BOLL. 0.0 BCML 10.0 SPACING 2-0-0 Rates lnatiat4 1.15 Lumber Increase 1.1S Rao Saris Mr YES t ode IAICIANSI95 CSI TO BC wB 0.50 0.55 O.65 • 540.0 104.0 VdtS Verr(U.) AM -5 ►454 V -1.01 24 >235 Noraa(TL) 0,52 B Ns 1st LC LL Mln Udall ■ 550 PLATES GRIP M20 F2o11t+5 WeIght: e0lb LUMBER TOP CHORD 2 X 4 OP Nat BO1'OHORD 2X4 DF No,lttBtr WEBS 2 X 4 DO Stud REAOT1ONS(lOtatba) 2x129710.54,6 I208J0!S4 Max Holz20165( d t9LA44) Max LIp6It3R07(Wad ®ss 5). 5-224(load ease 5) FORCES - Feet Load Case TOP CHORD 1-2321, 2 3--3388, a-'-2512, 4.6-2512.54-4359, 6-7■4 DOT CHORD 2.84002, 8.24002 WEBS 3-6=471). 44=2025. 5.8*-rfa NO'rE8 1) This truss has been checked for unhaleneed loading candidata. 2) This suss has been designed for the Wind loads generated by 60 mph %%4nde et 29 R above ground Seel, using 5.0 psi hap chord dead Iced and 5.0 psf bottom drord dead load,100 n11 from hurdeane ooeenrine, on an occupancy category 1, condition I enclosed bulk114 Of dtmensione 45 R Of 24 R ebb exposure C ASCE 7.98 per UBCIANSI85 If and vadloals or *anthems oxlat, trey erre exposed to Mbld. If embed amt, they are not emceed bwind. The lumber 00L irking la 1.35. and the yeete grip ;wawa to 1.33 5) AN plates elf: M20 Aden isess oiherv4e4 rndcatad. 4) T truss has been designed for a IOD par bot1Orii ebord Roo ioad•[ionobiiuutitu WIUI ar:r61her live keds per Ttbls No. 164, 5) Bearinp NOM( 2, 5 considers parallel b grain v,Jue using ANSVfpI 1.1995 aaragI9 to grain fonlrrrra_ Boma deslgsershouls ye* dada of MOAN Ostler. ProVidatJe neeeMtn10Y1 Cenrleollon (by Mem) di trues m heeling plats capsbie ofwilhsterwSng 307 lb tipftt St joint 2 and 224 ib oInt 7) Tres truss has been aael9ned Whir ANSI/TPI 1.1565 criteria. BRACING TOP CHORD titioathe0 or2-44 on miter puffin spacnQ. BOY CHORD Rigid ceiling dimly *ppned or 7-10.15 ori center bracing, LOAD CASKS) Standard A WANING • Vm4 deign potemzers,yid .RE40 NOTES ONTHIS AND REVERTS SIDE DEPORE USE Dm.00n vaib Ion 14* anti with Wok The dm* Is based orgy upon osearnsess eMwn. ane R ser en haaMosel Wading avneone0l la bo Inalaped and rodded wrtlarlbr. Aspfsobiily of dtc;e + 5ssrrmatus and toots issarperdion at *MOW I reemensfiy al Wiring 114o- nal teat dapper. Brachia IlloWn M kr Mare support ar Itrdluldual not.members only. nedWuonll gPlporrry braeina 'Mire also* dadllg COMPacilon 10 Pse reppoosblay or Ins armor, AadtlQrr4 PORYWO tl Orros#ns d a,e moral ammo la die tMOoninaire at the bullelr10 dssrgn r. Fitt senora pudsnoo raison; tabllr olorl. madly coma!, Iterate, ddNory, wooden. and bras% woo plus Oumsy sMnaard, 00945 h &pcdliea8aq red 1p841 Wniir' Marsarne Ono erasing PleftelnielidmicA *V4 .0 Ia P i MRS .1140 Inelllott, las 5 One4As Or1vo, MAadrten, WI 59719 -,- 1 PAITok Industries. Inc. July 6,1999 SUL 06 '9g 1:S? JUL 06 '99 19 28 FR BMC. WEST LINDON TRUSS801 4°1'J VL , OTivKWv• l :Trussipe_. Ili I LK 1NLPU•I EiIES 414$I D ROOF TRUSS BMC -WEST -Orem Trussradon, 14-0 8-1.2 4.10.14 785 6728 TO BMC GLENWOOD SPG P.07/12 NO.386 P.? 83718940 e destnes, nm tie JUI Oe 1 • , 8:19 19s Pyre 1 224)-0 4-10.14 61. • 1-04 ary 9 4ar4= BMC Glenwood Jen 201909 N I -0-0 �,� �. 761e i41 .0.p �, w,Y�r . 4-10.14 0-1.$ 6-14: • • 4.10-14 WALING (pap TCL. 4110 iCDL 10.0 BOLL 00 BOOL 10.0 SPACING 20-0 Palos inmate 1,16 Lumber Increase 1.15 Rap SU0ts Ina YES code U11C/ANSI95 C9t TO 0.85 BC 0.82 WB 0.80 DEFL (if) ace) llden Ved(L.L) -0.02 0 )497 Vert(TL) -0,78 8 431 HDrt(TL) 0*41 6 rads tat LC U. Min Weft • 380 PtATb$ OR, IV120 220/195 P.20H 1681148 Weigert 82 Ib LUMBER TOP CHORD 2X4DF2100Ften DOT CHORD 2 X 4 OF No 1 &Sir WEBS 2X4DFSlud REACfIONS(tblstre) 241417/0-6-6. 021417/044 Max Hoe ls41Qoad case 4) (1�j Mohr Upgtt2e4710oad ®4e a). �377poed Case 4) OPCHQl4E.142-51-4311,2, Clits Only TOP S4 S9s1, 0-'J-r1x BOT CHORD 0-105113, 9104113, 8+914110, 6-1e8118 WEBS 8-10�100, 3.4.1387, 4.0.1949, 6-0•4187, Wi7. (-8=106 BRACING TOP CHORD Sheathed 0(2-1-7 on tenter Iselin aessdng. ROT CHORD R;p4 canine air** apdred or 6414 on center bt$d ig. NOTES 1) This suss has been aneatoed for urdls1aneed loadnp condition. 2] Tutt TrU9,$ has been desired lbr Ore wend Toads Oenented tie e0 mph winds and n aboveground level, usem 6.0 Ws* glens dead toad and 6.0 pet bOno11 chord deed bed. 100 mt Born tilimeansGalantine, on an occupancy category'. eondtlbn I enclosed 4Ylkih5r, o1 tIlmews 4$ R by 34 It with e>moawe 4 ASOE 7.93 per uscrwpseres It end mews Dr wow= add, Irrysre eisersed to vend. h porches est% thW runs not deposed to wind. "The lumber DOL Inbeeee Is 1.33, and lie ode g1tp tense le 1.33 8) AI plates aro M20 01sIea unlaee otherwise Indicated. 4) Thb it hes been designe0 fora 10.0 per bottom chord five load nonconceiTent WM any other live loade per Titre No. 1643, 8) Bearing elJOnt(s) 2, 0 considers matte! to WO vaalu! using ANSI/TPI 1-1995 angle to grain formula. BUiltling designer should redly capeolyrunt beady* E fYace. 6) Pra+Ade mechanical eontleedan iby Mend egress lo Wiring pieta capeh7Aef vrilhsanding 377 m upItII a)0In12 and 377 Ib uplift at Xent 6. 7) This trues has been designed yeah ANSIRPI 1-1095 tailede. LOAD CASE(6) Standar A ttIRMN - Ve* drily parameters awl RE1DNO,'nON7NVSAND RWVEBSESONthpfa2eUSS: OcdgnVA) 1114 001091 M)Tikcornrows. 'nw1 Nergn re owed 0ntyeon nawn,ela shown. end to for in inoteeeei weans oeseeneer re pe wales sett loaded watrolbr. Applieseey Ot 4s$ gn perenNNrs end proper unearporeson or eoiv c'enr b reesonww et burins ticeigncr, not erase designer. gracing Mown Id for I,1ronrr typson of soon* woo mambos only, AOdrtlonal McNealy reactO io Skews gabby loinseardSKSen le Se n$eriserFly of °+v *Wet mellow pemterers brsdntf et Inc overall otnAtvro le inc resvondbtry of vie deed Der Per genwrl guidance ro.n 1 Wet%gguar/ War, do Specific -Won. end 1418.91 Handling m. s IIno ane Deming Aemsemeenda0on ayeaseae from Tress not %nsnluts. sea 0r 141Te ledeetrlee. Inc. Orients Drew, Welton, WI 53719 JUly 6,1999 JUL 06 '99 1557 41429 JUL 06 '99 19 29 I;R BMC. WEST LINDON TRUSS801 785 6728 TO BMC GLENWOOD SPG P. 08/12 TnriYJ a c uss Tbve Ob vpr OMC Glenwood MONO TRUSS R17150$0 E 4.042 5 20 , Inc. Tue Jut : 19ae:201 14-0 6ro-0 SII Sod LUMBER TOP CHORD 2 X 4 DrNo.2 BOT CHORD 2X4DFNo.2 WEBS 2X4OFSeOd REACTIONS (Wee) 22300,044, 5:302/044 Mtet Neer 2o135(Ioad oars 4) Mat llpfill20-122(load obte 3), 5042(loed ease 4) FORMS (Ib) • Hose Load Case Only TOP CHORD 1.2¢11, 2.30.5-1-.. 4 -se -240 BM -WORD 5.3=0 BRACING TUP CHORD Sheathed. BOTCHOR1 'Rigid calling dime* applied or tT.O•o on Center bmcing. NOTES 1) Ttisau s hes bear designed for dm wind loads genersied by 0O mph winds et 25 'Roberta 9i , pop 44 sed clwrd dead load and 1.0 oaf bottom chord deed toed, 100 mt from herdeoree ooeanlne, on sn Occupancy holy 1.wtd.1 1 errlesed MANN. of dimension 40 ft by S4 A with tepOaure C A1300 7-93 per UBCiP NSlev Vend meads s a c.i Io' ems meat, they aro els o ed wind- IfPordler 1Plot, they ars rietIRPOse the e lumber DOL inmate w 1.75, andel(' oleo gip tna�+eaa4 is 1.3' 2) AS glides ere Mao pules weer)* otherwise indicated. 3) The C� hes bean de:Meted for a 10.0 pat' bottom chow! IMS load nonoena+ment with smother toe loads portable No. 16.6, ■) Provide mechanical t onneotion (by Mare) of burn to bearing glob capable of Vi401StandI rip 122 lb uplift *Joint 2 end 62 Ib l5 at Joint 5. 6) This Vasa has been designed virdi ANSORPI 1-1905 criteria. LOAD CASCO) Standard A %TURNING. V dl gm jumm xtor ea NO7E3 ON Wm NL+ ReVERSls slim gEboie,E cls oecgn valld la use any win lY 1 I eonnedoie. T11t 911W k Weed °My upon psalmsleraahsael, and b for in ind.,4dusl but&n component it be marbled Ind laded ow** Weeny a 40619n pallfr 1012 eAd pppor iniar50s9o9 R Oolt'ponmt is rvspaab'uty a wow q darner • not rvesee4rror. Beecev shown le* mew Immo el IndMe i3L web 11144191As any. AddllloMd OacarYrs a insure aleblib duThe eonsouger is e eu orilb of the 'mkt moons! P&+nstera awing or 6 0 wend annum IF the ro ponebIpr eTesi bulking Wpm For ppee,n'Oai OkNIN Nave 9 rab'ivaCum, gum micreL Nampa, dolhnry, ehdim and bge:ne. census QST-0twenty 6tanthrd, 06044 arising r}esfricrean, and w10.41'Waal) Ir otaIFag M4 09019 havea+eroedalien ev44a 1e Ram nem Pune In.^g1u , 4S3 D' voaftfo Drlva, Medlaw', VA 69713 MITek Yeldee. the. 771 t4 'oet a :cra LOADING(pif TOLL 40.0 TCOt. 10.0 BOLL 0.0 SPACING 24-0 PlatesMcKee* 1.15 Lumber berme 1.15 Reg Stress incr YES Coda U!C1ANSl9S CS1 TC 0.50 6C 0.14 WB 000 DBFL (in) Poe) von Vert(LL) 4.02 2-5 1995 Vei (tL) A.05 2-5 "555 Ho0.00 5 WsCCU10,0 1s4 LO LL Mln IIdd ■ deo PLATES GRIP M20 2201155 werbnt 17 m ~ LUMBER TOP CHORD 2 X 4 DrNo.2 BOT CHORD 2X4DFNo.2 WEBS 2X4OFSeOd REACTIONS (Wee) 22300,044, 5:302/044 Mtet Neer 2o135(Ioad oars 4) Mat llpfill20-122(load obte 3), 5042(loed ease 4) FORMS (Ib) • Hose Load Case Only TOP CHORD 1.2¢11, 2.30.5-1-.. 4 -se -240 BM -WORD 5.3=0 BRACING TUP CHORD Sheathed. BOTCHOR1 'Rigid calling dime* applied or tT.O•o on Center bmcing. NOTES 1) Ttisau s hes bear designed for dm wind loads genersied by 0O mph winds et 25 'Roberta 9i , pop 44 sed clwrd dead load and 1.0 oaf bottom chord deed toed, 100 mt from herdeoree ooeanlne, on sn Occupancy holy 1.wtd.1 1 errlesed MANN. of dimension 40 ft by S4 A with tepOaure C A1300 7-93 per UBCiP NSlev Vend meads s a c.i Io' ems meat, they aro els o ed wind- IfPordler 1Plot, they ars rietIRPOse the e lumber DOL inmate w 1.75, andel(' oleo gip tna�+eaa4 is 1.3' 2) AS glides ere Mao pules weer)* otherwise indicated. 3) The C� hes bean de:Meted for a 10.0 pat' bottom chow! IMS load nonoena+ment with smother toe loads portable No. 16.6, ■) Provide mechanical t onneotion (by Mare) of burn to bearing glob capable of Vi401StandI rip 122 lb uplift *Joint 2 end 62 Ib l5 at Joint 5. 6) This Vasa has been designed virdi ANSORPI 1-1905 criteria. LOAD CASCO) Standard A %TURNING. V dl gm jumm xtor ea NO7E3 ON Wm NL+ ReVERSls slim gEboie,E cls oecgn valld la use any win lY 1 I eonnedoie. T11t 911W k Weed °My upon psalmsleraahsael, and b for in ind.,4dusl but&n component it be marbled Ind laded ow** Weeny a 40619n pallfr 1012 eAd pppor iniar50s9o9 R Oolt'ponmt is rvspaab'uty a wow q darner • not rvesee4rror. Beecev shown le* mew Immo el IndMe i3L web 11144191As any. AddllloMd OacarYrs a insure aleblib duThe eonsouger is e eu orilb of the 'mkt moons! P&+nstera awing or 6 0 wend annum IF the ro ponebIpr eTesi bulking Wpm For ppee,n'Oai OkNIN Nave 9 rab'ivaCum, gum micreL Nampa, dolhnry, ehdim and bge:ne. census QST-0twenty 6tanthrd, 06044 arising r}esfricrean, and w10.41'Waal) Ir otaIFag M4 09019 havea+eroedalien ev44a 1e Ram nem Pune In.^g1u , 4S3 D' voaftfo Drlva, Medlaw', VA 69713 MITek Yeldee. the. 771 t4 'oet a :cra JUL 06 '99 19:29 FR BMC WEST LINDON TRUSS801 785 JUL. b.iJ`j` 1t55tJf_MITEK INDUSTRIES 00iTruan rpm ,DIY 2 sleds F1 ROOF TRUSS 8MC VEST.Orem en,ss /t.lndego EdonErr iTal 1.0.0 0.40 9-00 7.00F2- 24111 .00 l24411 2x411 2X4 II 4544.-. 6728 TO BMC GLENWOOD SPG P. 09/12 PIy t C Gterwucoe NO 365 P. 9 ;. 27ert 2019407u0T be, I I 1 9.0-0 2h' II 7 Tue 10e 13!25 ..4111A .•-••••• rR- tfraeawsaeres i•i•~ •+• • • • •• iii •iiiai-f•t".".�..�-• •'� i �-i'`tr`�"i"i'i'i 4 4••• a 4 4♦ 1 a a a a i r a Ak..r*ii4 4711.7a74a'a/7r7a*i *ii.i7f7i«57.575 tot l l 24I I 2x411 3x5= 2' 4II 20111 21'4I1 snro�ave ne .eaa LOADING (pso TOLL • 40.0 'MX 10.0 BCU. 0.0 BCD. Imo 1840 11.0.0 SPACING 2.0.0 Pram increase . 1.15 Lumber Inman 1.15 � Ubox TES LUMBER TOP CHORD 2 X4 DF No -2 DOT CHORD 2)C4DFNo.2 OTHERS 2 X 4 DF Spud csi TC 0.11 BC 0.06 WB 0.07 MGM) DEFL On) Om) VdsS vert(LL) hfa • ora Vadat) TVA • We 1 LL Min Ude is 300 `i R1710951 PLATES CRP X120 22011:3 Weight 77 es &ACING TOP CHORD Snealhed or 3-0-0 on cellar polio apac os. BOT CHORD Rigid nab* direr y applied a 9.0.0 on center brig. REACT10f051jb/ i) 1-144H8-0.0. 04144/111-0.0,1t)i193f19.0.0, 142245f180.0.15221en9.0.0, 16.919/15.0.0, 126-2dri19.0.0,17'Ne/1i-0.0, 'Wino less Hort lei n oda!! reap 5).112-141(bad oMe 5) MIX 1401t14m.7$(bo0 oese 4). 15..72Oood come 5), l0me102(food cue 4).13-.7$ dose 5). 115-T2((oad 0150 6).10K-102(bad race 9) Max Orav 14e2b5(bad rasa 5),15'41 e(f0ad ease 13, 16;11Kload a sse 0),1254 rye 7). 11221900nd cage 1i. 10=518(road ono 7) FOROEB (Ib) - First Load Oise Only TOP CHORD 1.2.0105. 2.92-101, 55.94, 4.054 6-o -ss, a 7c g4, 7-5 401. s -o -io DOT CHORD 1.15.0.15.10E0.14-16_0. 13-142-0, 12-18,0, 11-1240,10-11=0, 9.10=0 WEBS &18=.164.4.14=-2oz 3-182-Z$7.2.15.248, 3-1" 02, 7-11=-197. 3-102-249 NOTES 1) Thla truss has been doodled for unbalanced loading oandilions. 2) This buts has been designed for the wind IOade 9eneioted by 90 mph *Ards at 2 11 above ground Imamf, using 5.0 pif top eAad dead lead and 6.0 bef bosom chord dead load, 100 int horn hurricane Ocelinikle, on art u00upenay category r. conrl6i on 1 enclosed s'Wd of 'tis i po bio o ,e ed 7 per ll A 1? end tweet e4 cal or The plat e�dat is a are siredThe prste arty lnoresse Is For exposed 10 wlml tee ',trek'6ranoad Aabfe End Dettlr, 4 All pare M20 plates unless otllerr�se NIMBI s) Bahia requfes continuous bosom Ohafd bearing. 6) able etude spaced at 2.0.0 on center, • 7) Thb 1n,ss has been designed fore 10.0 per bOtlom chord ho laid nonooncurr5Mt with guy other live k>lds par Table PM. 16.9, UBC.94. Provide mesihenicul OOnnedion (by others) orluss to beefing plate capabee of wtltlstanding 7a Ib uphlt a1 JOlht 14.72 Ib t4193 et PIM 15,102111 uprQt **Ant 1e. 76 Ip opal 400312. 72 Ib uplift at joint 11 and 102 b upI t 1110irnt 10. 0) ThO buss has been designed with ANSVFFI 1-4,0 wheda. LOAD CASE(5) Standard A WARNING - Vet.,re a ,►a> dsiRS4D firmns ON T'f1S 4M REVIZZSESineB vRE WE. moon valid nor 01m 04 wit 1LTlk sonnogtors,m4 dodo it bated only upon pmramerero show. aro 4 toe se tadMduat cult 11g Cenl10n44 4 be sereRed 140 loaded *rosily, Applkoblllpr of deslls aoronwtrsand proper ieoerporado 141 terneonert 4 re3-ons4lr& orounans w5ia or • norms assr�5rwrorr amok. shown le ser wawa �eu�ppenof optimum! wsb mandate ens t ANIMA artrooraly wtieiep to pose whist/ Susie ossetuelon Is th0 Hato qr et gig cranes. Mown& peatnewrr Imola or vie waren *Wove is the roovonelbUw el �s�jdesigner. Res Winos nai+g fybrirolion, ouerbf falba!, gelatin. *wogs. er4c14n, ane swine. aonwlb` t 4STas Clamp ne�r�, 85549 Ili spesih500on, ane MP -*1 Handling lneta t1n9 sad INadng Reeoerueendeden avasoblc hie, Trays Panto IttWeltO 0' mmol industries, Inc. Drabia Dtfrf, lMSdi40n, WI 03719 4.44.4 JUL B6 '99 15:58 July 6,1999 41 a all G]7,C sons.- nn JUL 06 '99 19:29 FR BMC. WEST LINDON TRUSS801 785 6728 TO HIC GLENWOOD SPG P.10/12 la'rl�y`� 11 1 I LF( .1 MLA; I F21kea_, F2 ROOF TRUSS JULJob. 41499 BMC 1ein ruse (Len • • h . 1 On. .-- I 4,9.3 944 4-2-15 OC+ 1 BMC Olrouooer— NO, 386 P.10 4*Jan laa Wok industries hfatue Jul 06 99: 1 4-2.13 4-54 -114441 1-0-0 LOADING TOLL 40A TCDL 10.0 BLL 0A BCOI_. 10.e LUMBER TOP CHORD I X 4 DF No.2 BOT WORD 2 X 4 OF No.2 WEBS 2X 4 [WSW 94-0 SPACING 20.0 Plates Ines ssse 1.15 Lumber Increase 1,13 Rap Slices Ino- YES Coda t7BCMNSI95 ceI TO 0.50 BO ASO wB 0.60 1 044 94-0 DEFL V An) (104 ltde 0.36 1-7 2539 .0.75 1-7 *265 H0a(ft) 0.27 5 nla 101 LC U. ben Wed w 360 BRACING 11779952 1699 Pe PLATES t1iRIP M20 2201196 VilSoht 71 Ib TOP CHORD Sneailledor2.10.1a On ceniterpu5n apecing. SOT CHORD Rigid *And Broody *pplkd or 0.2_15 on centerbtadng. RFACTIONSpistas) 1109544, b 0117710.5.9 Hone i r.152Oosd o se b) rdex 05551 X11 case 4 5■.283(iead one 5) FORC-E•S- _O - Firlrt toad Ouse Only TOP CM03tb 1-2m-2600, 24•1-2256. 940239 44680.6.s-21 POT CHORD 1-73;2551. S.Y 2951 WEBS 2-74.S94, 5-7=1767, 4-7r684 NOTED 1) This time Inas been clacked forunbetanced loadtnp oinelbore- 4 This Ilea* Pers been cAoeasp1gted for (he wind Wade pone s SY SO rriPh Meda at 26 ft above Around iaweL u9(ng 5.0 por crop chord dead load and�eo4tc n chard deed bad 100 mE from hansom ooeanlfne, on an ecuitia opanW 1, aondn 1 ant+fosee btlRitlihlb, of 49 ft by 241t W6h exposure C ASCE 7.93 per UetWARS195 Wend meats orl,ere ao�tsd Wind. If perches vest, they acs riot *posed to wind. The !unbar OOL Increase is 1.33, and the they are IX) pate Rrs1P Morons 1s 5) ILII plats are M20 plMes unless Ocher vise ind Ij 4) Title o has been de37led fora 10.0 perbclmm chore Diva bad I onvonwnentwith any other i&6'cede perTebls Ne. 1641. UECb) Bearing ad Jalnt(s)1. b oonsisera poredei to grain value using ANSi1TP11-1945 angle so grain farm d& Bulldirtg deeper should verify Weft *mince. 6) Provide mi h of connection (by °there) oiliest to beer anoint 6, rib plate ciRibla of 1Mtnslan4inp 211 lb uplift at Jeinl 1 end 2e8 Ib upGil 7) "Ilits Mese has been designed wen ANSVTPI 1.1695 ahem. L0M CASE(S) Mandato A trr44RMNO . v.h. Cdr+ecus artefIErr✓ O NOIE,S ONTAUS AND REVERSE SIM BEFORE USE Oda vaMtl ren u o erey with MITd' conneaore. nip asergn Ls based beet epee ParsmsAri 0064. $d 6 toren induahal oomvan*nt to be Inelsead sad boded vortimbr, AOOtcabllly of doily. permeate one proper kKaroeradon or ft/coma 6 leepensbeSc• of bulge%de iener . not mos tl .119.4915101 ba>ra Cit Itkl4akral web eltedteele 0 Addtyonll loneoiayrai hawing 10 lnsun a rnh� MAN *onsinnien 1 she Rao vrheil 01sa erseter.,ndeGorw Oemil5rtIre erakhlQ c' the anprael shouts 41ne eeeporm174 of Do baling dolman POr penerel puldende rablWtier1, quollw Mallet. *FINS. dehrary. aaefiert, and hoodoo, cancan Q5T chalks akerrdurL 0884;7= 6pad5aiUo , erla Ia6.a11csOd0 havtarari. and afadno hmo enona05on eveltableirom Rives Mara rni ,h.*,, MMS Ce Ono Ito Date, liedsom mit 55711 JUL 06 '99 15=59 • mit SII'Tck tnduau ta, inc. Ola Gla C -•Ino• July 6,1999 .1A.ti^ a rr JUL 06 '99 19 30 FR BMC WEST LINDON TRUSSB01 785 6 rm-- L-0.111mdinliLK 1NL)LISI'1L 41431 P8 ROOF TRUSS -Oren► Tn19r 840412 a 7 6728 TO BMC GLENWOOD SPG P.11/12 10.4 4.9.4 4$13 444 7 444 24-12 1-04 7.00n �r 2a� 11 2.e4�e toorir LOADING (psq TOLL 40.0 TOOL 10,0 BCU. 0.0 OCOL 10.0 SPACING 2.0,0 Plates Ile 1.15 Lumber Increase 1.15 Rap Skew Pm YES Code USG/AMIN CSI TC 0.44 BC OAS WB 0..89 LUMBER TOP CHORD 2 x 4 DF j4p,2 BOT CHORD 2x 4 OF No.2 WEBS 2X 4 OF Slue RELCTIDNS PAWN) 1.1193/0-6-9.0129110+9 Moo( Hers 1;1 use a) M x UP9R1 23 004re 6). 6140600s case 1) FORCES- First Load Oise Ony TOP 14.7450, 2.3-9,27'6, 24.4014, 44r..2193, 6464225e, 8.7'.21 90T CHORD 14c5o70. swam. 9.9n1996 WEBS 2.94.651. X2046.4 -4377, 1.8=.951, 64=210 NOTES 1) Thls Itusa his teen checked for unbalanced foed. aonsliana. 2) TRU 111s8boa beer designed for the VAnd'beds generated by 90 mph w rids et 25 h94ove ground laver, 0149 5.0 Wisp chord dead 10911 end 5.0 p$f botborm opal deed bad, 700 rod from Iktrr(oane 0ceanitne. on an occupancy colas t condtllon 1 erxl0taad buildhlp, of etonemlena 4611 by 24 R Wish 412,45411 C AMC 7-93 r USCI 17 444 4 6.75 9 bat= 414= 2 eG OWL 1'1oj 11oc) Irdee PLATES GRIP Vort(LL) -0.37 1.9 )$45 m20 220/195 Vomit) -0,79 14 s$12 Komi.) 0.27 8 nr3 hit LC LL kiln Ildeg s no Weight 94 lb BRACING TOP CHORD SheathCd Or2-7.19 en tenter pud sOadn0. SOT CHORD Rigid cr y crir,eegyapp or 4-04 on Center Wing. 1.59 bwfnd. N' rch99 per AT1SI9e lferid►rertitalserean� Pp Cott 9heyam riot eypoeed Wwfne. The cumber DOL Increase le 1.35 end the z imbue is a) )I Oen are M20 plates unless Gelentise included, 4) TUB h 11. hoo been designed for 810.0 pef botbm Ohora live 10x4 P onconcurrent*71 eny`olher INS Toads per Taws No. 16+8, caplcb' a be rrSatjunt(ing 1Urface pa►aliCT to grain yeti* using ANSI/TPI 1.1495 *Veto Oran lormul9. BtNATwhg designer mould verify 9) PP jov mhed+a recal conn adore (Dy others) Of Host to beartng pile Capable oru ieseterrd(np 285 Ib uphitatiolnl 1 and 90910 NM 7) Tbb buss he; boon designed with ANS P1741.1995 attests. LOAD CASCO) Standard IrvARNINC - iatr dair roftranyor nnvf READ NOTES ONT:4USAND REVIJISE SIDERS USE tea��!'mad torus, lolly wart Mi 4 wm+edors. This cosign 10 Weed s. , upon f¢'oau o n mooch. and 9 Inc an tndlvlduat bM o Cd1ormia 10 94 12e4U9d dna loaded "of0olibe Acolcsbely geese oarsmen* and proper Incorpnrseon OT eeraOOnMI 8 rssseesbll0►d burglingdewy !W msec dselpner. 9►as}q shown 4 for wowsupporta ind14W Iwo rrorr�OOR enlx Add 1 pj IP Ioey in010 Wise storwy dam eons9.k4OO 11110 Nepocs9114 of the erector. Adams! porwarenl sewing Or es case wham k Pis n sscosa gr of Sto bM I eascrier. Par prom, p 44p 4 ,re,, y„a9 Spoee1ae5CA, 4= isixicason, way H19 a1 Ilw rna 31149 j 4. 11101141. p �9 bracing. and Pleee dadoli Np filmn h xa PI i o 141412,4 In rffiu1e_ X519 0' OW* O19va, M1010n, W153719 JUL 06 '99 15:59 tri+ Mi7ek Ind ., Int. July 6,199§ ^a r r-. .-...� JUL 06 '99 19 30 FR BMC WEST LINDON TRUSSB01 785 6728 TO BMC GLENWOOD SPG P.12/12 JOU JUL. 6_Aa;3` • 1;5 PM....rues rype..MITEK INDUSTRIES_ NO. 386 A. 1.2 Ofy I PIE . ' 41439 F4 ROOF TRUSS -Cher IJT 840112 F 10 1 area .81JIO BI 4,0.32 aen 20 duslfaes, inc. - R1719054 J:3er29 19-9 9.0.0 e -0-o LOADING WO TCLI. 40.0 TCOL 10.0 B OLL 0.0 B CDI. 10.0 SPACING 2.0-0 Plates made 1.16 Lumber Increase 1,15 Rep Strew trxx VES Dole UBC/ANSW8 LUMBER TOP CHORD 2 X 4 OF No.2 SOT CtiORD 2 X4 DF Not WEBS ' 2 X 4 DF Stud cs TO 0.67 BG 0.93 WB 0.60 DEFL Q V -0.a6 24 >►6de0 .0.75 2.e )0285 Kora(TL) 0.27 6 rda 161 LC U. Min Mdtie. 300 BRACING TOP CRORD Sheathed Or 2-114 On censer purpn sparing. SOT CHORD •RIS eartng Owed 606e6 or 144 on corner luaoinp, PLATES GRIP M20 220/195 Weight 72 lb REAcrloNs (fie) 2I177.51.11s1177/as-e Mos Haz2w1 case 3) Max 106112+-2e3d ogee 6), 65,-219. oat, ens s FORCES (Ib) - Frei Lord OHO TOP CHORD 1.21.2-30-2241111=42217. a.b$T, Sdr-2182, 6,7021 SOT CHORD 2402805. 6-Ps2663 WEBS 541a-625. 44017911. 6 Sw-066 VOTES 1 This vuCa hes been caseated for unbalanced Neat g eandieons. 24 This trust hitt bean desi4nad dor the wand loads Reiterated by 90 mph winds x125 f above ground level,i s�1g S�mp 006rd deed load end 5.0 p3? bottom chord dead load, 100 ml horn hunkmne ooesnpnc, en tin 000/06110, oaS5 y L 1 enclosed building, of dinatilems 46Itay 24 ftwtlh exposure 0ASCE 743 perUeolAN(466If mug monis oreangiteem ee4et, exposed to wand. I 'seetheso Swam 5 ffot exposed 1e tread. The lumber DOI�. ktonsass It 1.33, and the prate 9�C Ing i 3! M Sake are 1820 planes unison othetwlre Indicated. 4) lTh Ines hes been dei tned for ■ 10.0 petted= chord Ike toad honconetineM YAM enyollrer PAS roam perTable No.18.S, 5) Resift etiolMO) 2. d ceesiders parallel to gredn value using MISVTPI i -i995 angle Id groin formula. OMAR destianprDhouW 8) Naiad* m ,ka swim.batting ) edema to bead ro atloint 6. pans capable or 263 16 vpfiR at joint Z 81hd abs Ib uplift 7) Tab Wee has been delripned otos ANSVTPI 1-1996 criteria. LOAb CASE(S) Standard A W(M1Z) - Vrifi' drip 0aratorretsordMD NOTES ONTaff AND RFVERSEsrWE2.:pOREUSE. DeaOrr veld few use enty with MITek commas. 1 6 seer qa bend day upon parameters shown. and a fe, an saaeadrrt buidnp conveners so be beached end ceded wNes .t dodgn peranrment sad MOP Indelppro0en el eemeonent Is rfiportof0414, or outland 'keener - met Inset er,'Rd 1t shown Is ler btwat nlOM 10f maisduei web 'lambert s,* Radom' Dewey b.i d,� se Imre *teeny 0 eau1'uaia, is Pe areensalleyof aro owaol mammal ermi a brxlngamely maw cDDw010 mer evabipy d ru Ps ms dsc . rw penerd kap'vosretn0 *Assam wail�eupn, aha werdl maps, asevetY. Malan. end Deane, eensu4 05T45 buil y Issas stories 0nome wee. Madison. or s rearne Instating and Mangfse.e.,rwapnpelfee availableken fires Pato Motel; des ry JUL 06 '99 16:00 sea.. MITA misled', In.. July 8,1999 916 631 0225 PAGE .12 ** TOTAL PAGE.12 ** r • INSPECTION WILL NOT B" MADE UNLESS THIS CARD IS POSTED 011 THE JOB 24 HOURS NOTICE REQUIRED) FOR INSPECTIONS BUILDING PERMIT GARFIELD COUNTY, COLORADO . , Date Issued.KK.?..\.............Zoned Area Permit No .141 P' AGREEMENT In consideration of the issuance of this permit, the applicant hereby agrees to comply with all laws and regulations related to the zoning, location; construction and erection of the proposed structure for which this permit is granted, and further agrees that if the above said regulations are not fully complied with in the zoning, location, erection and construction of the above described structure, the permit may then be revoked by notice from the County Building Inspector and IMMEDIATELY BECOME NUL AND VOID. Address gal De tion Owner1114 C ! 1P Setbacks Front Side Side Rear This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection. INSPECTION RECORD Footing ' " ' Foundation r • ; 1 Underground Plumbing 4. iv Insulation' .r;, �r _-/;41/ , Rough Plumbing i_7_5'9 .4)1-, i -- Drywall ,/ -15 • (-,,. .1)! •�.. Chimney & ,7 - Electric Final (by State Inspector) 847.9,5-- A Gas Gas Piping 7.7 _/-`j ld,Z,,,_ Final 7-/7-`/7 4,Z,,,,,_} Electric Rough (By State lnspector)7•7-14-12% Septic Final Framing 7-7-9e7 / , , (To include Roof in place and Windows and Doors installed). Notes: ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING - WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. THIS PERMIT IS NOT TRANSFERABLE Phone 945-9159 109 8th Street County Courthouse Glenwood Springs, Colorado. APPROVED DO NOT DESTROY THIS CARD IF PLACED OUTSIDE - C F',R WITH CLEAR PLASTIC