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HomeMy WebLinkAboutApplication-Permit2 3 4 5 {j 7 GARFIELD COUNTY BUI LDING PERMIT A PPLI CAT I ON 108 s·" Str eet, Suite 401, Gl enwo od Sprin gs, CO 81601 Phone: 970-945-8212 I Fax: 970-884-8470 1 I n spection Line: 970-884-50 08 Permll No : -'-t-'5:£"""---=--""8::~\+--- 8 Class of Work : New 0 AJteratlon o Remove ~) 10 11 Garage: 0 () 0 NOTI CE Si n g l e Double 0 A SEPARATE E L ECTRICAL PERMIT IS REQUIRED AND MUST BE ISSUED BY T H E STATE OF COLORADO. THIS PERMIT BECOMES NULL AND VOID IF \VORl( OR CONSTRUCTION AUTHORIZED IS NOT COM M ENCED WJTHLN 180 DAYS. OR. I F CONSTRUCTION OR WORK IS SUSPEN DED OR ABANDONED FOR A PE RIOD O F 180 DAYS AT ANY TIME AFTER WORK I S COMMENCED. I HEREBY CERTIFY T HAT I HAVE ·READ AND EXAMI NED THI S APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS GOVERNING THIS TYPE OF WORK WILL BE CO MPLETED WITHIN WH ETHER SPECIFIED HEREIN OR NOT. T HE GRANTI NG OF A PERMIT DOES NOT PRESUME TO GIVE:, AUTHORITY TO VIOLATE OR CANCEL W E PROVISIONS OF ANY OTHER STATE OR LOn. W REGULATI NG CONSTRUCTION OR E PERFORMANCE OF N RUCTION. ) Addition ::J Move On-S ite Sewage Disposal Carport: 0 S ite Plan 0 :I S ingle Double Adjusted Valu a Uons: P la n C h ec k Fee: s oo "'3 '1 Permit Fee: lb9 '7 ) Total Fee : Dated P ermit Issu e d : J z_ 7 0 Ci f OCC Group: Const. Type: Zon ing: Setb acks : Ma nu . Home : ISDS No . & Fee: ' A SI GNATU 0 VNER )<-j ~~~----::9{+-:\~<-=............ AGREE:MEIIIT PERMISSI ON IS H EREBY GRAIIITED TO THE APPLICANT AS OWNER CONTRACTOR AND/OR THE AGEI\'T OF' THE COIIITRACTOR OR OWNE:R TO CONSIRUCT THE: STRUCTURE AS DETAILED ON PLANS AND SPECIFICATI ONS SUBMITTED TO AND REVIEWED BY TI~E BUILDING DEPARTMENT. I N CONSIDE RATION OF THE I SSSUANCE: OF' THI S PERMIT. T HE SIGNER HE:REOY AGREES TO COMPLY WJTH ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED BY GARFI ELD COUIIITY PURSUANT TO AtrrHORITY GIVEN LN 30.28.201 CRS AS AMENDED. THE SIGNER FURlliER AGREES THAT IF' TH E ABOVE SAID ORDINANCES ARE NOT FULLY COMPI LED WITH IN THE LCOATION. ERECTION. CONSTRUCTI ON. AND USE OF THE ABOVE DESCRIBED STRUCTURE. THE PERM IT MAY BE REVOKED BY NOTI CE PROM T HE COUNTY AND THAT THEN AND THERE I T SHAl-L BECOME NULL AND VOID. THE ISSUANCE OF A PERl\1T BASED UPON PLANS. SPECI FICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQU I RI NG THE CORRECTION OF ERRORS I N SAID PLANS. SPECIFI CATIONS AND OTHER DATA OR FROM PREVENTING BUI LDI NG OPERATION BEI NG CARRIED Of\ THEREUNDER WHEN IN V I OLATION OF THS CODE OR ANY OTHER ORDINANCE OR REGULATION OF THI S J URISDICTI ON . THE REVIE-W OF SUBMITTED PLANS AND SPEC IFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY RESPONSIBI LITIES OR LtABLIT I ES BY GARFIELD COUNTY FOR ERRORS. OMISSIONS OR DISCREPENCI ES . THE RESPONSI BILITY FOR THE-SE ITEMS AND I MPLEMEI\'TATION DURING CONSTRUCTION RESTS SPEC I FICIALLY WITH THE ARTICTECT. DESIGNER. BUILDER. AND OWNER. COMMENTS ARE I NTENDED TO BE CONSERVATNE AND I N SUPPORT OF THE OWNERS LNTEREST. /"I {)G ~ ~ '-f \11REBY qc;:Or\\:~lGE T~T I::;:,~ ;::DERSTAND ~?:."\D~~o :i'TlACI ~ 1'/V\ ·.) · c~ ~4 \ &' jt Cl63 · d.,_ The following items are required by Garfield County for a final inspection: 1. A fin al El ectri cal In specti o n f ro m th e Colo rad o S tate E lectrical In s pector ; 2. P erman ent address ass ig ne d by Garfi e ld County Building D epartme nt p osted whe re readil y vi s ibl e fr om access road ; 3. A fini shed roof , a lockab le ho use, compl e te exteri o r s idin g, ex teri o r doors and w ind ows inst all e d, a compl ete ki tche n with cabi nets , a s ink with ho t & col d runnin g wa te r, no n-absorbent kitch en fl oor cov erings, counter top s a nd fini sh e d wall s, ready for sto ve and refri ger ator, all necessary plumbing ; 4. All bathroom s mu s t be compl e te, with was hbowl , tub o r sh ower , to il et stoo l, ho t and co ld running water, no n-absorbe nt flo or s a nd w all s fini s hed a nd a pri vacy door; 5. All step s outs ide or ins ide over three (3) s te p s mu s t h ave handrail s, g uard r a il s o n balco ni es or deck s o ver 30" hi g h constru cte d to all IBC and IRC requirem ent s; 6. Outsid e gradin g d o ne to where water w ill d e to ur away from the buildin g ; 7. E xcepti o ns to the o ut side steps, d eck s and gr ad i ng may be m ad e up o n th e demo ns trati o n of e xte nuati ng circ umstances, i .e. weath er, but a Certifi cate of Occ upancy will not be issued until all th e required ite m s are compl ete d and a final insp ecti o n m ade ; 8. A fin al i ns pecti o n s ig n off by the Garfi e ld C o un ty R oad & B r id ge De partme nt fo r dri ve w ay in s ta ll atio n, wh e re appli ca ble ; as w e ll as an y fin al s ig n off by th e F ir e Di s trict , and/o r State Agenci es wh ere appli cabl e. 9. If you w ill be connectin g to a publi c wa te r a nd/or sewer s ystem, proof of th e tap fees have been p aid and the conn ecti o ns in specte d by the service prov id er pri or to iss uance of a C.O . A CERTIFICATE OF OCCUPAN CY WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED . ****A CERTIFICATE OF OCCUPANCY MAY TAKE UP TO 5 BUSINESS DAYS TO BE PROCESSED AND ISSUED. ****CANNOT OCCUPY OR USE DWELLING UNTIL A CERTIFICATE OF OCC UPANCY (C.O.) IS ISSUED. OCCUPANCY OR USE OF DWELLING WITHOUT A C.O. WILL BE CONSIDERED AN ILLEGAL OCCUPANCY AND MAY BE GROUNDS FOR VACATING PREMISES UNTIL ABOVE CONDITIONS ARE MET. I und e rsta nd and agree to a bide by th e a bo ve conditi o ns for occ up ancy, use and th e issuance o f a C ertifi cate of Occupan cy for the dw elling under building permit# .\ C)E;z I )Q fhtr ;(f7e~ j ~J£ --o? S ig n a tu re Date Bpappli cati o nocto ber 20 06 VALUATION/FEE DETERMINATION Applicant 5 . "'""~s en. U <"~\.A 1 ::0 Address I ') 9 y & o \J, ,,_; SOZ , Date '1 -Jt -or"! 0 Finished (Livable Area): M ai n Upper Lower Other Basement: Total Square Feet Valuation Unfinished Conversion of Unfinished to Finished Pl an C heck Fee for Conversion Valuation Subdivis ion /lntv oiJ Lo f-. Lot/B)ock Lo l-L( Co ntractor Jl-rv~ 2... Garage: 1'2°6 K I r =-~~ fc 6 0 Valuation I C rawl Space: Valu ation D eck s/Pati os: Covcred Valu ation Open Valuation Total Valuation GARFIELD COUNTY BUILDING AND PLANNING 970-945-8212 MINIMUM APPLICATION REQUIREMENTS For SINGLE FAMILY DWELLING CONSTRUCTION Including NEW CONSTRUCTION ADDITIONS ALTERATIONS And MOVED BUILDINGS In order to understand the scope of the work intended under a permit application and expedite the issuance of a permit it is important that complete information be provided. When reviewing a plan and it's discovered that required information has not been provided by the applicant, this will result in the delay of the permit issuance and in proceeding with building construction. The owner or contractor shall be required to provide this information before the plan review can proceed. Other plans that are in line for review may be given attention before the new information may be reviewed after it has been provided to the Building Department. Please review this document to determine if you have enough information to design your project and provide adequate information to facilitate a plan review. Also, please consider using a design professional for assistance in your design and a construction professional for construction of your project. Any project with more than ten (1 0) occupants requires the plans to be sealed by a Colorado Registered Design Professional. To provide for a more understandable plan in order to determine compliance with the building, plumbing and mechanical codes, applicants are requested to review the following checklist prior to and during design. Applicants are required to indicate appropriately and to submit the completed checklist at time of application for a permit. Plans to be included for a Building Permit, must be on drafting paper at least 18"x24" and drawn to scale. Plans must include a floor plan, a concrete footing and foundation plan, elevations all sides with decks, balcony, steps, hand rails and guard rails, windows and doors, including the finish grade line and original grade. A section showing in detail, from the bottom of the footing to the top of the roof, including re-bar, anchor bolts, pressure treated plates, floor joists. wall studs and spacing, insulation, sheeting, house-rap, (which is required), siding or any approved building material. Engineered foundations !llay be required. A window schedule. A door schedule. A floor framing plan, a roof framing plan, roof must be designed to withstand a 40 pound per square foot up to 7,000 feet in elevation. a 90 M.P.H. wind speed, wind exposure B or C, and a 36 inch frost depth. All sheets to be identified by number and indexed. All of the above requirements must be met or your plans will be returned. All plans submitted must be incompliance with the 2003 IRC. I. Is a site plan included that identifies the location of the proposed structure or addition and distances to the property lines from each corner of the proposed structure(s) prepared by a licensed surveyor and has the surveyors signature and professional stamp on the drawing? Properties with slopes of 30% or greater must be shown on the site plan. (NOTE Section: 106.2) Any site plan for the placement of any portion of a structure within 50 ft. of a property line and not within a previously surveyed building envelope on a subdivision final plat shall be prepared by a licensed surveyor and have the surveyor's signature and professional stamp on the drawing. Any structure to be built within a building envelope of a lot shown on a recorded subdivision plat shall include a copy of the building envelope as it is shown on the final plat with the proposed structure located within the envelope. Yes '( I 2. Does the site plan also include any other buildings on the property, setback easements and utility easements? Please refer to Section 5.05.03 in the Garfield County Zoning Resolution if the property you are applying for a building permit on is located on a comer lot. Special setbacks do apply. Yes 'A 3. Does the site plan include when applicable the location of the I.S.D.S. (Individual Sewage Disposal System) and the distances to the property lines, wells (on subject property and adjacent properties), streams or water courses? Yes '><\ 4. Does the site plan indicate the location and direction of the County or private road accessing the property? 2 Yes )1 5. Are you aware that prior to submittal of a building permit application you are required to show proof of a driveway access permit or obtain a statement from the Garfield County Road & Bridge Department stating one is not necessary? You can contact the Road & Bridge Departm~J1! at 625-8601. Yes_-+f--- 6. Do the plans include a foundation plan indicating the size, location and spacing of all reinfor~ steel in accordance with the IRC or per stamped engineered design? Yes. __ _p.P---- 7. Do the plans indicate the location and size of ventilation openings for under floor crawl spaces aR)Y,the clearances required between wood and earth? Yes ~ 8. Do the plans indicate the size and location of ventilation openings for the attic, roof joist spaces and, SJlffits 0 Yes J'l 9. Do the plans include design loads as required by Garfield County for roof snow loads. (a minimum of 40 pounds per square foot up to & including 7,000 feet above sea level), floor loads andkind loads" Yes --1------ 10. Does the plan include a building section drawing indicating foundation, wall, floor. and roof construction? Yes A 11. Does the building section drawing include size and spacing offloor joists, wall studs, ceiling joists, ro:;_J):,afters or joists or trusses? Yes ~ 12. Does the building section drawing or other detail include the method of positive connection of all colu~ and beams" Yes -----,-!--''----- 13. Does the elevation plan indicate the height of the building or proposed addition from the undisturbed grade to the midpoint between the ridge and eave of a gable or shed roof or the top of a flat roof? (Building height measurement usually not to exceed 25 feet) Yes "'/• · 14. Does the plan include any stove or zero clearance frreplace planned for installation including 3 15. 16. 17. 18 . 19. 20. 21. 22. 23. mak e and mo d e l and Co lorado P)(:ha e II ce rtifi cations or ph ase II EPA c e11ifi ca ti on? Yes No --~~--- Does th e plan in c lud e a masonry fir epl ace including a fi rep la ce section indi ca tin g des ign to compl y with the IRC? YJ Yes No ---"----- D oes th e p lan include a w ind ow sc hedul e or other ve r ifi cati on th at egress /rescue window s fi:o m s lee ping roo ms and/or ba sements compl y wi th the requirements of th e IR C? Yes p {tJe" No D oes the plan m cl ude a win dow schedul e or other ve ri fi cation tha t wind ows prov id e natural light and ventil at ion for a ll habitabl e roo ms? Yes ~(tk' No _____ _ D o th e plan s indi cate th e locati on of gla z in g subj ec t to human imp act such as glass d oors, g lazin g immediately adj acent to such doo rs; g la zing adj acent to any surface norm ally used as a walking surface ; slidin g g la ss doors; fi xed glass panels; show er doo rs and tub encl os ures and spec i fy safety glaz ing for th ese area s? Ye s ~ (tk N.o ___ _ I s th e locati on of all na tu ra l and liquid p etro leum ga s furn ace s , boil er s and wat er he aters indi ca ted ~n t e pl an? Yes No ------- Do you unders tan d tha t if you are buildin g on a p arc el of land crea ted by the exemp t ion p rocess or th e s ubdi vi sion proces s. are bui ldi ng plans in compli ance with all pl at n ot es a nd/or co"epan ts? Yes .1{ No ------- D o you understand that if you belon g to a H omeown er s Asso c iat ion (H OA), it is y our r es ponsib ili ty to obtain written permi ss ion from the associati on, if r equired by th at assoc iati on, prior to sub mi tting an app li cation for a buildi ng per mit? Th e building permi t application will be acce pted with out it , bu t you run th e ris k ofthe HOA brin g in g ac tion t o enfor ce th e cov enants, which can result in revo cati on of p em1it issued. A ddition a ll y, yo ur Plan R ev iew fee is not re fund abl e if th e plans have bee n rev iewe d by th e Building D epartment pri or to an y ac ti on by th e HOA th at requires either revocat ion or sub stanti al modifi ca ti on of th e plan s. Yes 'fJ . No ______ _ W ill thi s be th e on ly res identia!{tru cture on th e p arcel? lt {) 1 \ \ Yes No +.l Ifno -Ex pl a in: Nbn ·y__Q.~I ~'1.-ft<P-\ Have t~(2) co mplete sets of co nm uction drawings been s ubmitted with the appli cation? Yes ---~--~-- 4 24. Do you understand that the minimum dimension a home can be on a lot is 20ft. wide and 20ft. long~ \) Yes JJ No __________ _ 25. Have you designed or had this plan designed while considering building a_nd other construc,.o code requirements~ Yes No ----- 26. Do your plans comply with all zoning rules and regulations in the County related to your properties ~e district? Yes ~\ No ____________ _ 27. Does the plan accurately indicate what you intend to construct and what will receive a final inspection by the Garfield County Building Department? Yes )d No ________ _ 28. Do you understand that approval for design and/or construction changes are required prior to the ap~l' ation of these changes~ Yes No ----- 29. Do you understand that the Building Department will collect a "Plan Review" fee from you at the time of application submittal and that you will be required to pay the "Permit Fee" as well as any "Road Impact" or "Septic System" fees required, at the time you pick up your huildin~rmit? Yes ~ No ----- 30. Are you aware that you must call in for an inspection by 3:30 the business day before the requested inspection in order to receive it the following business day? Inspections will be made from 7:30a.m. to 3:30p.m. Monday through Friday. Inspections are to be call~n to 384-5003. Yes ~ No _________ ~ 31. Are you aware that requesting inspections on work that is not ready or not accessible will result in a $50.00 re-inspection fee? Yes j4. No ________ _ 32. Are you aware that you are required to call for all inspections required under the IRC including approval on a final inspection prior to receiving a Certificate of Occupancy and occupaqcy of the building? Yes ~ No ________ ~--- 5 33. Are you aware that the Permit Application must be signed by the Owner or a written authority being given for an Agent and that the party responsible for the project must comply with the !,l~? Yes )\l No ____________ _ 34. Do you understand that you will be required to hire a State of Colorado Licensed Electrician and Plumber to perform installations and hookups, unless you as the homeowner are performing the work? The license number of the person performing the work will be required at ti~ of applicable inspection. Yes ~ No ________ _ 35. Are you aware, that on the front of the Building Permit Application you will need to fill in the Parcel/Schedule Number for the lot you are applying for this permit on prior to submittal of a buildiy;ermit application? Your attention in this is appreciated. Yes No -------- 36. Do you know that the local fire,district may require you to submit plans for their review of fire safety issues? Yes X No (please check with the building department about this requirement) 3 7. Do you understand that if you are planning on doing any excavating or grading to the property prior to issuance of a building permit that you will be required to obtain a grading 't? perm! .,2 Yes ~ ~·~'----- 38. Are you aware that if you will be connecting to a public water and/or sewer system. that the tap fees have to be paid and the connections inspected by the service provider prior to the issuan~ o[ a Certificate of Occupancy? Yes ____,p.L---'"'----- I hereby acknowledge that I have read, understand and answered these questions to the best of my ability. Date Phone: '10?\ j()t.({) (days); _________ (evenings) Project Name: s ~ ~ 1>6l\. ~ _.-~ e Project Address: \J qltl 6i i:i ~ d Notes: If you have answered "No" on any of the questions. you may be required to provide this 6 information at the request of the Building Official prior to beginning the plan review process. Delays in issuing the permit are to be expected. Work may not proceed without the issuance of a permit. If it is determined by the Building Official that additional information is necessary to review the application and plans to determine minimum compliance with the adopted codes, the application may be placed behind more recent applications for building permits in the review process and not reviewed until required information has been provided and the application rotates again to first position for review, delay in issuance of the permit or delay in proceeding with construction. Bpminreq November2006 7 PLAN REVIEW CHECKLIST Applicant 5 1 '"l p S aY\ '-k\1, ~ Building ~En gine ered Foundation V Dri veway Permit ~X:lh hy ~S urv eyed Site Pl an (Yl o?L s-o ( Date q -I \ -0 '] Planning/Zoning V"Property Line Setb ack s ~ 30ft Stream Setbacks ~J oo dPlain /Septic Permit and Setbacks ). 01. '1'5{ ' • .n-z '"c~! --t,.LBuildin g Hei ght I AJct. ,/)_ ilJ.,.l Mli""' v Graderropography 30% -:7 -d.-Zonin g Si gn-off _httach Res ide nti al Plan Review Li st _tLRoad Imp act Fees t/ Minimum Appli ca ti on Questionnaire V HOAIDRC Approval ~S ubd ivision Plat Note s / Gradeffopography 40 % ~Fire Depart ment Review ~l aluation De termination/Fee s ~R ed Line Plan s/Stamps/Sti cker ~Attach Condition s /Appli cati on Si gned ~Pla n Rev iewer T o Si gn Appli c ati on 0 arcel/Schedu le No. l:d,a _ _40# Snow load Lett er-Manf Hms. (/soil s Report GENERAL NOTES: ---L,L'Pl annin g Issu es -·---· L subdivis ion Pl at No te s t .. ' ' - -I • .. Garfield County Building, Sanitation, & Planning Deptutment JOB f" Street, Suue #201 GlenHIOod Springs, Co. 81601 I NO. 89'B\ Office-945-8211 Inspection Line-384-5003 Job""""" \3 ')R '\ ~ , "f '?,?-, e I~ Na!Ure of Work Building Permit 'Cl:09 \ -337->··L'f'\ -Cq \ UseofBuilding tr\ ,lh C·O G.c=gp, (to~c) Owner "D~ 48A r~ kbPd; ~ Contractor Q\.0'(\ ~ Amount of PermitS 1p\'D:JC:::, Date -D LOT 5 0 VI PO.B. LOT4~ t : SCALE: 1"~0' I / R = 277479 L = 211.64 ~yNCE UNE L:. = 4'22'12" a 1\a CB= S 61'56'00" E c =. 211.59 J.t,,., • ~/y/,. :::--....._ COOT-ROW "Y-<[ }'-............................ .1-ALUI.! CAP FOICE LINE &,;; (N>) -~'.tr 225.9 LOT 3 /j, .. 2'00'00" R • 2787.79 L .,. 97.31 CB= S 57'45'00" E c ::1 97.31 s 51'47'50" E A 7.7a' ~ ·+ )' I I I I I I I "' I I /LOT 2 .it I I 4' /;;-~ / £LECTAIC4l I /.,.. EAS£NENT .( REC NO 29815SIJ \(. Y ~y JO' INGRESS, EGRI:SS 1.: )\. '\ \. f)IERGEHCY ACCESS. UTllll I ;, ', ', & DRAIN"I<E EASD.IENT I " ~ ,. "DE POW[R POLE~ / "-\.~~AVE\. ROAD " "" P' I '-" "" / " "' LOT 4, AMENDED ARNOLD ACCORDING TO THE PLAT NO. 555787, COUNTY OF LOT BOUNDARY ADJUSTMENT MAP RECORDED NOVEMBER 24. 1999 UNDER RECEPTION GARFIELD, STATE OF COLORADO PROPOSED BUILDING LOCATION SVRYfyoR'S STATEMENT I, FRANK W. HARRINGTON, 00 HEREBY STATE THAT THIS PROPOSED BUILDING LOCATION ~AP WAS PR~PARED BY HIGH COUNTRY ENGINEERING, INC FOR RAY SIMPSON TO SHOW THE PROPOSED BUILDING LOCATION AND THAT IT IS TRUE AND CORRECT TO THE BEST OF MY BELIEF AND KNOWLEDGE. DAT£SEPT 20, 2002 JOB NO. 20007&2.02 \LOT4-UP 12 /10 /07 08:53 ~9 70 984 3533 TRUSFAB INC. TRUSFAB INC. 6181 County Road 335 New Castle, CO 81647 Phone: (970)984-2336 Fax: (970)984-3533 FAX COVER SHEET DATE: J L/10(07 TO : lVI A-tr e FROM: TRoy/ I SUBJECT: 7DB b! yzq 'L .19-.NJJ V 7 PAGES TO FOLLOW: lj R EC~~I'IED DEC 1 1 2007 G.o.Rr 1Lc .,· ._ · . , y BUILO ING 8~ PLA t ~;, JNS !4)001 12/10/07 08:54 '5'970 984 3533 TRUSFAB INC. --------------------~~~0~0~2 __ __ oo ""' Truss Type 4792 A STORAGE COMMON TRUSFAB, INC., New Cast!•. Co. 81647, Troy Kele~ -1-4-0 1-4-0 Plate Offsets QC.Yl: ~OAOING (psQ TCLL 40 0 (Roof Snow---40.0) TCOL 10.0 BCLL 0.0 BCD~ 10.0 LUMBER 1M 7x10 = 1M 7.0.0 fH:0-3-8.0-3-121 [J:0-3-8.0-3-121 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.00 Rep Stress !ncr YES Code IRC2000/ANSI95 J K 7xa= 12-&0 4x6= CSI TC 0.44 BC 0.91 WB 0.33 (MatriX) sxa II 0 11M DEFL Vert(LL) Vert(TL) Horz(TL) Wind(LL) 18-0-0 '" (loc) -0.43 H~ -0.64 H-J 0.05 F 0.10 H-J L H 7K8= lldefl >682 >4-61 nla >999 Ud 360 240 "'' 240 Shl!a!hed or 4-5-8 oc purlin&. 25.().0 1M 1-4-0 seale;; 1:48.8 7x10 = 7.0.0 PLATES GRIP MT20 189/123 Weight 126 tb TOP CHORD 2 X6 SPF 2100F 1.BE BOT CHORD 2X6 SPF 2100F 1.BE BRACING TOP CHORD BOT CHORD Rigid ceiling directly-applied or 10-0-0 oe bracing. WEBS 2 X 4 VllW Stud *Excepr 0-J 2 X 4 SPF 2100F 1.BE, D-H 2 X 4 SPF 2100F 1.8E REACTIONS (lblslze) B~2039/o.5-B, F=2039/0~-8 Max Horz B=BB(Ioad case 7) Max UpUftB=-160(Ioacl case 7), F=·160(1oacl case 8) Max Grav8=2559(1oad eas-e 2), F~2559(1oad case 3) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD A-B=0/92, B-C::..4209/160, C-D=-4060/259, D-E=-4060/259, E-F=-42091160, F-G=0/92 BOT CHORD B-J=-133/3461, J-K=-46/1995, 1-K=46!1995, 1-L=-46/1995, H-l=-46/1995, F-H=-58/3461 WEBS G-J=-750/160, D-J=-134/2256, D-H=-134/2256, E-H=-750/160 NOTES 1) Wind: ASGE 7-98; 90mph; h=25fl; TCDL:=S Opsf; BGDL=5.0ps1; Category II; Exp C; enclosed; MWFRS interior zone; cantilever left and nght exposed; end vertJcalleft and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 2) TClL: ASCE 7-96; Pt--40.0 psf (flat roof snow); Exp C; Furry_E.xp. 3) Unbalanced snow loads have been considered for this design. 4) This truss hils been designed for greater ofmln roof live load of 16.0 psfor 2.00 times nat roof load of 40.0 psf on ov~rhangs non-concurrent with other live loads. 5) This truss has been designed tor a 10.0 psf bottom chord live load nonconcurrent with any other hve loads. S) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as fronl (F) or back (B). LOAD CASE(S) Standard 1) Snow-_ lumber lncraase=1.00, Plate lncrease=1.00 Unifonn Loads (plf) Vert: A~D~100, D-G:::.100, B-K..,-20, K-l=-100(F=-BO), F-L=-20 A WARNING· Ver(fy dulgn parameters <lind R&+.D NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE /tlii-7473 BEFORE USE. Design valid for use only with Mllelc conneci0/1. This design Is based ony upon porometom shown, and is for on indMduot buUdlng component. Applicability or design PQr<Jmellteo and properino;;orporolion of component is responsibillly or Wld:ng designer-not tnm designer. Bracing shown is for laterol Wpport of individual web membe!l only. Addilior10llemporory bracing to insure s!ohlfity du6ng construction Is the responsibilllty of lhe erector. Addifionol permanent bracing or thO!I overall slwdure is the respomlbilily ol lhe build:ng designer. For geneml guidance re:garding fobrk:ar,on. quality control, storage, delvery, erection and braclrQ. cons..,! I ANSI/TPII Quality Criteria, DSB-8t ond IICSI1 Building Componel'll Safety tnklrme~tlon available from TMl Plate lno;fii\Jie. S83 D'OnCJfrlo Dnve, Madison, WI 5371~. October 30,2007 ... MiTek· ..-awn,.,,._.,,.,..,,. .... 7777 Grnnbllck Ln. $u11o# 109 Citrus H11ighta. Ca. 95610 12/10/07 08:54 '0'970 984 3533 Job ""' T11.1ss ype SCISSORS TRUSFAB, 1~ .• NewcuUq,Co. 81647, Tn:>y Ke1ey ·1-<-0 ..... HO El-9-5 Plate Offsets ~,Y): (B:0-5-12,0·2·0(, (F:0-5-12,0-2-0] [1:0.5-0,0-4-4) LOA!;) lNG (psf) SPACING 2-0·0-TCLL 40.0 Plates Increase 1.00 {ROofSnow=40.0) Luinber lllQr-ease 1.00 TCOL 10.0 BCLL 0.0 Rep Stress lflC:r YES BCDl:. 10.0 Code IRC2DOD/ANSI95 5-8-11 5-8-11 CSI TC 0.60 BC 0.48 WB 0.89 {Simplified) TRUSFAB INC. 141003 18-2-11 ..... , ..... Sc:ai~J = 1:45.3 51(6 II D I~ 18-2-11 '""' OEFL In (loc) 1/defl Ud PLATES GRIP Vert(Ll) -0.38 I >779 360 MT20 169/123 Vert(fL) -0.57 I >518 240 Horz(TL) 0.49 F nla nla Wind(Ll) 0.11 J >999 240 Weight 119lb Sheathed or a-.4-6 oc purllns. BRACING TOP CHORD BOT CHORD WEBS Rigid ceiling direclly applied or 10-0-0 oe bracing. REACTIONS ~bf&l!e) 8=1639/0-5-8, F=1639JQ-5-B MaxHorz B=85(toad case 7) Max.UpliftB•·12e{load ~se 7), F'"·1280oad case e) Max GravB=1973(1oad case 2), F"'1973(1oad case 3) FORCES {lb). Maximum CompressloniMMr:lmum Tens!on TOP CHORD A-8=0141, B-C=-59361220, C-D=-4200!76, D-E=--1200/93, E-F=-5936174, F-G=0/41 BOT CHORD B--J=-21415471, 1-J=-21415471, H-1=-'24/5471, F-H•-24/5471 WEBS D-1•013164, C.J=0/245, E-H•0/245, C-l=-1657f219, E-1=-1657/236 NOTES 1 Row at mldpl C-1, E-1 1) Wind: ASCE 7-98; 9Dmph; h=25ft; iCDL=5.Dpsf; BCDL=5.0psf; Category II; Exp C; enclosed; MWFRS interior zone; canlllaver left and right exposed ; end vertical left an~ right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 2) TCLL: ASCE 7-98; Pt=40.0 psf (flat roof snow); Exp C; Fully Exp. 3) Unbi!.tanced-snow loads have been considered ror tills design. 4) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 bmes flat roof toad of 40.0 psf on overhangs non-concurrent with other five loath;.. 5) This truss has been designed for a 10.0 Psf bottom chord live load noncaneurrent with any other li1,1e toads. 6) Bearing atjoint{s) B, F considers parallel to grain value using ANSIITPI1 angle to grain formula. Building designer should verify capacity of bearing $Urface. LOAD CASE(S) Standard A WAR:NTNO. Verl/Y design parameter" and R8AD NOTES ON THIS I'.NDJNCI.UDED MJ'TBK REFERENCE PAGE Ml1·7473 BEFORE! CJSI!!. De!!gr. volid for use onlyWilh Milek cor.neclor1. Tl11s design is bosed only upon porameter:s showr.._olid is for on Individual building compooant. Apprteoblllty of design poramenters and p-oper incorporoti~m al component is r~spon~bUity of l::lu1ldng ~esigner ·not_ rrus.~ designer Bra~ing shown is forlolerol support of individual ~b meml::leo only. Addlllonollempor>;lry braang to 1mwre sl®lllty o'ur.ng conshvcHon 11/he responsiblmty ollhe ereclcr. Additional permanent bracing of the overol srructure Is the responsibaily of the building ~igner. For general guidance re~:~ording fobicotlon, quollty control. 1toroge. dl'>llvery. Of!;ICIIon and brodng. consult ANStJTm Quollty Crllerla. OSB-89 and 8CS11 Building Carnponenl Safety Jrlonnotlan ovo;lable from T!Uss Plate lmHtvte, 583 D'Or'IO!rto Drive, Moditon, WISJ719 October 30,2007 Mil. MiTek· PD-IOtltPO:Ifn::Jiflol," 7717 Gll!anb11ck.l.rl SuKe# 10Q Cjlfvs Heights, Ca. 95610 12/10/07 08:55 '5'970 984 3533 TRUSFAB INC. 141004 MiTek Industries, Inc. Re: 4792 SIMPSON 7777 GREENBACK lANE SUITE 10Q CITRUS HEIGHTS CA95610 USA FAX (916) 676 190Q TELEPHONE (916) 676 1900 The truss drawing(s) referenced below have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Trusfab, Inc .. Pages or sheets covered by this seal: R27064712 thru R27064714 My license renewal date for the state of Colorado is May 31, 2008. October 30,2007 Yu,Ray 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 ofthe building designer, per ANSUTPI-2002 Chapter 2. ~5 ~<!---,,5 0'-Vl 6l-0:r_e_ (:=;r- iPe--r 50~ v-s-e..-' :CJ-'?' V\0 J- ~ Ac\~ I COUNTY OF GARFIELD -BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 201 Glenwood Springs, Colorado Phone {970) 945-8212 Job located at 179~3 ~~$;A.. Permit No. /06S'/ I have this day inspected this structure and these premises and found the following corrections needed: ~~ tJ?~ ~-~ -,t~ d (3~~~) ;{J Ced/ r /tP --~· You are hereby notified that the above correction must be inspected before covering. When correction(s) have been made, call for inspection at 970-384-5003. Date It?· q.o 7 20 Building Inspector ~~:?22'~:::;?---;;~;:=::::,___ Phone (970) 945-8212 No. ----~.\-=06,'-=-8_\ __ _ Assessor's Parcel No. }~q\-"3~~-{)0-D'-\ \ Date \~-c)L\-Q :t BUILDING PERMIT CARD Job Address l)9LI.8 D\.q 11\W\j E-tA -Ctltt\e Owner 5;tW\,P~~h \\l;)tdlVlt.l.:> Llc Addressi:AL\~ 0\Q \1\l.l'f 3d-C'dClP~one # ~ S)VV'-e ~ Contractor f\yY),~~V'd\! yY\l';>bl}N)U'!)b) Address II Phone#~· )040 Soils Test ~==-----=--=-----=-"""7":::-=--::---:=~ Footing )0·/tl·CI?~@?/ZO~ Foundation /tZ·/:2.. 0/ ~ Grout--------=----=-=----:::-- Underground Plumbing )Jrt9--,p/~ Rough Plumbing /awt7~7 ~ -y--, / /_ Framing /:?, -looz_~ _A~/,.. Insulation fdl.-::27...-o"7~ Roofing __________ _ , Drywall ----;---=----=-----~~ _ Gas P-iping /-* ·G-o7 ~ vo~--f ~~;).~7-o7~ ·:v,:;0/df dJ ~ ;-?J-o7~ Weatherproofing __________ _ Mechanical -s/ Electrical Rough (State)----";~-?/'------- Electrical Fina~State) / -~inal ;~.._.; ~-t?. /Checklist~C{)Ol~ted? 17 Certificate Occup~nw # ="~!!lf--~::=..~=-=-=--­ Date f:i,-!d:, \-0~ 'S"S~ septic system #S~~~~~~~~== Date_ Final ____ --'------- Other-------------- NOTES (continue on back) INSPECTION WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE JOB 24 HOURS NOTICE REQUIRED FOR INSP~:CTIONS BUILDING PERMIT GARFIELD COUNTY, COLORADO Date Issued..lQ~J:.9.!. .•.• Zoned Area ............................... Permit No ....... I06.9..l.. ....... . AGREEMENT In consideration of the issuance of this permit, the applicant hereby agrees to comply with all laws and regulations related to the zoning, lotation; 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 NULL AND VOID. Use 01:> Contractor am), ComA~ m~hmt.r;b) Setbacks Front Side Sjde Rear This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection. I'JfltR o vo sft6/ {;/JI(h<:t!d-<!cu/1/(V, CdM INSPECTION RECORD Footing /O·/o-o?-;1l/.!"-V/"f:t!i?c11c Driveway ~U~n·d•e'!'rg~r~o.u.nd!"!"P.Iu•m•b•in.,;g"';,'"v"'/;o;<?'"-v'?~~;ftt{)'-__ ... Insulation /:A _ ;;l7· 07 ~ Rough Plumbing /:J. /h-,-,7 ~ "ltD"rywall;-.:1 -osa..., ~ ~~~~~~~--~ Chimney & Vent lf/f,t.. Electric Final (by State Ins~(' r?/q3 Gas Piping /:J..·G-o?~ Final ;;z_ ·I S:<7r? , ,-,-:.,_,,II' '~/ortiE~I~ec:t~ri~ctR~o~u~gh~(B~y~s~'·t'•:•~·~~~~~·~~~~1r~s~ep~t~ic~FZi~na:l~~t,~~~~,~--~:;~~~~;:.:(_ Framing/.>--/t?-o<_f"~.:.&':"~/ Notes:,....ww, ,f-J -"'·t/1~7<"' (To include Roof in place ~o~ )YirldO"~:S'--v and Doors installed). ¥-tf.-rzb// C /. 1'4./74. ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING- WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. THIS PERMIT IS NOT TRANSFERABLE For Inspections Ca11384-5003 108 8th Street Glenwood Springs, Colorado APPROVED DO NOT DESTROY THIS CARD Date/0-l.f-CJ/. By -r::'{/..t.l IF PLA~ ·COVER WITH CLEAR PLASTIC Parcel Detail Page I of3 Garfield County Assessor/Treasurer Parcel Detail Information A~:;c~sor!Ir~<IHilrcrPropcrtYSc<lrch I Assessor Subset QJ!IT)' I Assessor Sales Search Clcrk_&RecorclcrBe<::ePtion Searr;h Basic Building Characteristics I Tax Information Parcel Detail I Value Detail I Sales Detail I Residential/Commercial Improvement Detail Land Detail I Photographs I Tax Area II Account Number II Parcel Number II Mill Levy I I 084 II R005836 II 2391333ooo4! II 68.789 I Owner Name and Mailing Address /SIMPSON HOLDINGS, LLC I /P.O. BOX 4356 I /BASALT, CO 81621 I Legal Description /SECT,TWN,RNG:33-7-87 DESC: APR OF /I /LAND IN LOTS 4 & 6 NWSE S2NE /SENWNE AKA LOT 4 PRE:R8400!7 /BK:OSSI PG:0035 BK:OSSI PG:0034 /BK:0548 PG:0920 BK:0535 PG:0351 /BK:0381 PG:0359 BK:1610 PG:920 I /RECPT:657314 BK:1605 PG:159 /RECPT:655983 BK:1410 PG:624 /RECPT:615401 BK:1368 PG:986 /RECPT:606829 BK:1202 PG:154 /RECPT:567736 BK: 1174 PG:309 /RECPT:559723 BK:1174 PG:306 /RECPT:559722 BK:1116 PG:0612 I Location http://www .garcoact.com/assessor/parcel.asp?ParcelNumber=239133300041 9/26/2007 · Parcel Detail Page 2 of 3 I Physical Address: 1117948 HIGHWAY 82 CARBONDALE! I Subdivision: I I Land Acres: 112.001 I I Land Sq Ft: llo I Section II Township II Range I I 33 II 7 II 87 I Property Tax Valuation Information II Actual Value II Assessed Value I I Land: 270,00011 21,4901 I Improvements: 187,20011 14,9001 I Total: 457,20011 36,3901 Sale Date: 117/2/2002 Sale Price: 11240,000 Basic Building Characteristics Number of Residential lo I Buildings: Number of Comm/Ind 0 Buildings: No Building Records Found Tax Information Tax Year Transaction Type Amount I 2006 Tax Payment: Whole ($2,393.84)1 2006 Tax Amount $2,393.841 2005 Tax Payment: Second Half ($1,211.20)1 2005 Tax Payment: First Half ($1,211.20)1 2005 Tax Amount I $2,422.401 2004 Tax Payment: Second Half ($2,271.02)1 2004 Tax Payment: First Half ($2,271 .02)1 2004 I Tax Amount $4,542.041 2003 II Tax Payment: Whole II ($3,947.72)1 2003 II Tax Amount II $3,947.721 2002 II Tax Payment: Whole II ($1,090.56)1 http://www. garcoact.cornlassessor/parcel.asp ?Parce!N umber=23913 3 300041 9/26/2007 Parcel Detail Page 3 of 3 I 2002 II Tax Amount $1,090.561 I 2001 II Tax Payment: Whole ($1,139.56)1 I 2001 II Tax Amount $1,139.561 I 2000 II Tax Payment: Whole ($215.30)1 I 2000 II Tax Amount $215.301 Top of Page Assessor Database Search Options I Treasurer Database Search Options Ckrk_&Record~r_Patahils.e .... Se&r,;h _Options Garfield County Home Page The Garfield County Assessor and Treasurer's Offices make eve1y effort to collect and maintain accurate data. However, Good Turns Software and the Garfield County Assessor and Treasurer's Offices are unable to warrant any of the information herein contained. Copyright © 2005 -2006 Good Turns Software. All Rights Reserved. Database & Web Design by G:o_odTnmsSoftw<lre. http://www .garcoact.corn/assessor/parcel.asp?ParcelNumber=239133300041 9/26/2007 Garfield County No. I lCb8 \ Building & Sanitation Department 108 8th Street, Suite #401 Glenwood Springs, Co. 81601 Office 945-8212 Inspection Line 384-5003 Job Address: 17948 Old Hwy 82 , Carb o ndale Locality: 239 1-333 -00-04 1 --------------------------------------------------- Use of Building: G arage/offcie/ workshop (personal u se onl y) Owner: Simpson Ho ldings LLC •• Contractor: AM2 (And y Mishmash ) ----~--------------~--~----~----------------- Amount of Permit: $1,270 .09 -------'--------Date: Clerk: < l){C\ila ------~--~--------