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HomeMy WebLinkAboutApplication - PermitGarfield County No. I \01-sel Building & Sanitation Department 108 8th Street, Suite #401 Glenwood Springs, Co. 81601 Office 945-8212 Inspection Line 384-5003 Job Address: LtB~~ Cr 300, Pa rachute Locality: 2409-242-00 -156 Use of Building: Garage I Storage Owner: Metcalf, Travis Contractor: Metcalf, Carl Amount of Permit: $1,443.34 Date: '\~tq-~ Clerk: Jtnf)ol GARFIE LD COUNTY BUILDING PERMIT APPLICATION 108 8 '" Street, Suite 401 , Glenwood Springs, CO 81601 Permit No : Phone: 970·945·8212 I Fax: 970-384-3470 I Inspection Line: 970·384-5003 ) O}S 9 Parcel/Schedule No : ~ c{ 0 ? -)_ 'f~- Subd. I Exemption: Ph: <)'70·-cl 6" S • "13 WkPh: '770 61~·/3'lt1 '70 C;fl'-713ff'-1 Ph: Lie. No . Addres/?tJ. Ph : /14-Li e. N/1 _4 5 No . of Floors: G 7 8 0 Alteration o Remove 0 0 Garage: Ia" 10 11 Valualion of Work: $ 30 oou. Single Double 0 Ad dWon :J Move On-Site Sewage Disposal Carport: !B"" Site P lan 0 0 Single Double THIS Pt:RMIT BECOMES NULL AND VOID IF WORI{ OR CONSTRUCTION AlffHORIZED I S NOT COMMENCED WITHLN 180 DAYS. OR. IP CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD Of" 180 DAYS AT ANY T I ME AFTER WORK I S COMMENCED. Total Fee: )L-)Lf36 Y Dated Permit Js sued: I HEREBY CERTi f"Y THAT I HAVE READ AND EXAMINED T I-llS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS Of" LAWS GOVERNING THIS TYPE Of" WORK WILL BE COMPLETED WITHIN WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING Of" A PERMIT DOES NOT PRESUME TO GIVE AUTHORI1Y TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER ST'ATE OR LOCAL LAW REGULATI NG ONSTRUCTlON OR T HE PERFORMANCE OF {:!UCTir. OCC Gro up : Zoning: Manu. Home : AGREEMENT Const. Type : Setbacks: !SDS No. & F ee: PERMISSION I S 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 SPECIF'ICATIONS SUBMTITED TO AND REVIEWED BY THE BUI LDING DEPARTMENT. IN CONSfDERATION OF' THE ISSSUANCE OF' T HIS PERMIT. THE SI GNER. HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE REGULA'n ONSADOPrED BY GARFfELD COUNTY PURSUANT TO AUTHORITY GIVEN LN 30.28.201 CRS AS AMENDED. THE SIGNER FURnlERAGREES THAT IF THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPILED WITH IN. THE LCOATION. ERECTION. CONSTRUCTION. AND USE OF' THE ABOVE DESCRIBED STRUCTURE. THE PERMIT MAY BE REVOKED BY NOTICE PROM THE COUNTY AND THAT THEN AND TI1ERE IT SHALL BECOME NULL AND VOID. TliE ISSUANCE OF A PERMT BASED UPON PLANS. SPECIFI CATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL PROM TI-I EREAPTER REQUIRING THE C ORRE:CTION OF ERRORS IN SAID PLANS. SPECIF'ICATIONS AND OTHER DATA OR PROM PREVENTLNG BUILDlNG OPERATION BEI NG CARRIED ON THEREUNDER WHEN IN VIOLATION OF THS C ODE OR ANY OTHER ORDINANCE OR REGULATION OF 'n-tiS JURISDI CTI ON. THE REVIEW O F' SUBMTITED PLANS AND SPEC!F'ICATIONS AND INSPECTIONS COND UCTED T H EREAF'TER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY RESPONSIBILITIES OR LIABLITIES BY GARFI ELD COUNTY FOR E RRORS. OMISSI ONS OR DISCREPENC I ES. TI·IE RESPONSI BILJ TY FOR THESE ITEMS AND I MPLEMENTATI ON DURING CONST'RUCTION RESTS SPECIFICIALLY WIT H THE ARTICTECT. DESIGNER. BUILDER. AND O WNER. COMMENTS ARE INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS LNTEREST. I H EREBY ACKNOWLEDGE T HAT I HAVE READ AND UNDERST'AND T H E AGREEM ENT ABOVE (I NITIAL): rJ;..fl.;ost~ 0/J-?(n -t15tllst ef' dn~ . $ ~1(1.1:_5 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 bot & cold running water, non-absorbent kitchen floor coverings, counter tops and finished walls, ready for stove and refrigerator , all necessary plumbing; 4. All bathrooms must be complete, with washbowl, 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 handrail s, guard rails on balconies or decks over 30" high constructed to all IBC and IRC requirements; · 6 . Outside grading done to where water will detour away from the building; 7. Exceptions to the outs ide 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 ; 8 . A final in spection sign off by the Garfield County Road & Bridge Department for driveway installation, where applicable; as well as any final sign off by the Fire District, and/or State Agencies where applicable. 9. If yo u will be connecting to a public water and/or sewer system, proof of the tap fees have been paid and the connections inspected by the service provider prior to issuance of a C.O. A CERTIFICATE OF OCCUPANCY 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 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 VACATING PREMISES UNTIL ABOVE CONDITIONS ARE MET. I understand and agree to abide by the above conditions for occupanr= a~ the issuance of a Certificate of Occupancy for the dwelling under building permit# ~u::t'S ~ d 11( ~ -=-(pf--K-C!~~d-../'----,i'J 7f----- Signature Bpapplicationoctober2006 Date V ALUATIONIFEE DETERMINATION Applirnnt __ ~~~~~+~c~A~\~~-------­ Address._---=L=t:J...lok__..3=--......;:;;UL;;;;.;;;;;.._3o~..::o~a~ Date _____ 'J....~,....;;.=::c""-1 """'-..~.:a~4,..........--- Finished (Livable Area): Subdivision Lot/Block Contractor Main Upper Lower Other d-7bO ~ Jq qq ~ :St~ Fru '""'-Ct~-r/s-~ Total Square Feet Valuation Basement: Unfini shed Conversion of Unfinis hed to Finished Plan Che~k Fee for Conversion Valuation Garage: Valuation Crawl Space : ·Valuation Decks/Patios : Covered Valuation Open Valuation Total Valuation PLAN REVIEW CHECKLIST Applicant if\\(;. (c /tl P' Building V Engineered F o undation ~;A. ~ h'-- \,../""Driveway Permit '(,<.,. <.. kL ~urveyed Site Plan ~Septic P ermit and Setbacks t 'Y Grade!T opography 30% ~tach Residential Plan Review List ~Minimum Applicati on Questionnai re V Subdivi s ion Plat N o tes ~Fi re Department Review ~ aluation Dererminatioo/Fees __ R ed Lme Plans/Stamps/Sucker 4Attacb Conditions .t,.LApplication Signed ·~Plan Reviewer To Sign Application __iL__Parcel/Schedule N o. ~ 40# Snow load Letter-Manf. Hms . 1/ Soils Report GENERAL NOTES: Date __ Q.L_-_C(_,__-<J_'].___ __ Planning/Zoning GARFIELD COUNTY BIJU.lllNG and PLANNING Owner's agreement for a permit to build a garage prior to building a residence / ///::' '---·.;;~·/:::,./ , ... g~&::A·i... .. . .. .· t, ........ ;. ... 5::>L i<.J_~.f '::Y/.J~ .. ··::::~·· --·----··-.----~---' state that rhe garage built as authorized by th)Y}lermit f'ot which I aro applying will be used exclusively for storage tlf automobiles or personnel f)()ssessions and not for any residential dwelling or commercial purpose. 1 also state that a building pcm1it for my home will he applied for and issued within (\UJ! (l) year of this agreement. ~- Name . / Date./ l ·' GARFIELD COUNTY BUILDING AND PLANNING 970-945-8212 MINIMUM APPLICATION REQUIREMENTS FOR CONSTRUCTION OF COMMERCIAL OR MULTI-FAMILY RESIDENTIAL BUILDINGS 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 (10) occupants requires the plans to be sealed by a Colorado Registered Design Professional. To provide for a more understandable plan and 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. Plans to be included for a Building Permit must be on draft paper at least 18"x 24"" and drawn to scale. I 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 and original grade line. 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 may be required. Check with the Building Department A window schedule. A door schedule. A floor framing plan, a roofing 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. windspeed, wind exposure B or C, and a 36 inch frost depth. All sheets need 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 IDC, IPC, IMC and IFGC Applicants are required to indicate appropriately and to submit completed checklist at time of application for a permit: 1. Is a site plan included that identifies the location of the proposed structure, additions or other buildings, setback easements, and utility easements showing distances to the property lines from each corner of the proposed structure prepared by a licensed surveyor and has the surveyors signature and professional stamp on the drawing? Slopes of 30% or more on properties must be show on 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 surveyors 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 fin~at with the proposed structure located within the envelope. Yes.~-~ 2. Does the site plan when applicable include the location of the LS.D.S. (Individual Sewage Disposal System) and distances to the property lines, wells (on subject property and adjacent properties), streams or water courses? This information must be certified by a licensed surveyor with their signature and professional starn~Le design. Yes No Not necessary for this project ' 3. Does the site plan indicate the location and direction of the State, County or private road accessil)i' the property? Yes_l/_ 2 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. Is the I.S.D.S. (Individual Sewage Disposal System) designed, stamped and signed by a Colorado Registered Engineer? ~ Yes No__ Not necessary for this project __ _ Are the plans submitted for application review construction drawings and not drawings that are stamped or marked identifying them as "Not for construction, for permit issuance only", "Approval drawj.r(gs only", "For permit issuance only" or similar language? Yes No_V_ Not necessary for this project __ _ Do the plans include a foundation plan indicating the size, location and spacing of all reinfor~ingyeel in accordance with the uniform building code or per stamped engineered designV Yes__ No__ Not necessary for this project __ If the building is a pre-engineered structure, is there a stamped, signed engineered founda~ plan for this building? . Yes_';._ No__ Not necessary for this project __ Do the plans indicate the location and size of ventilation openings for under floor crawl spaces and the clearances required between wood and earth? Yes No Not necessary for project __ Do the plans indicate the size and location of the ventilation openings for the attic, roof joist spaces and soffits? Yes No__ Not necessary for this project )./.- Do the plans include design loads as required under the IBC or IRC for roof snowlo~, (a minimum of 40 pounds per square foot in Garfield County)? Yes_<_ No__ Not necessary for this project __ Do the plans include design loads as required for floor loads ~he IBC or IRC? Yes__ No__ Not necessary for this project __ Doe~the pl include a building section drawing indicating foundation, wall, floor, and roof con. ction? Yes • No__ Not necessary for this project __ Is the wip.G speed and exposure design included in the plan? Yes_V'_ No__ Not necessary for this project __ Does the building section drawing include size and spacing of floor joists, wall studs, ceilin~s, roof rafters or joists or trusses? Yes__ No__ Not necessary for this project __ 3 15. Does the building section drawing or other detail include the method of positive connectiWof all columns and beams? Yes_/__ No__ Not necessary for this project __ 16. 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 to~at roof? (Check applicable zone district for building height maximum) Yes__ No__ Not necessary for this project __ 17. Does the plan include any stove or zero clearance fireplace planned for installation including make and model and Colorado Phase II certifications or Phase II EPA certification? / Yes__ No_V__ Not necessary for this project __ 18. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the IBC..ci'iRC? Yes__ No_t/_ Not necessary for this project __ 19. Does the plan include a window schedule or other verification that egress/rescue windows from sle~g rooms and/or basements comply with the requirements of the IBC or lRC? Yes_V_. No__ Not necessary for this project __ 20. Does the plan include a window schedule or other verification that windows provide naturalliJ<'l]t and ventilation for all habitable rooms? Yes_,/'_ No__ Not necessary for this project __ 21. Do the plans indicate the location of glazing subject to human impact such as glass doors, glazing immediately adjacent to such doors; glazing adjacent to any surface normally used as a walking surface; sliding glass doors; fixed glass panels; shower doors and tub enclosures and specify safety glazing for these areas? . j Yes__ No__ Not necessary for this project__"{ 22. Do the plans include a complete design for all mechanical systems planned for installation in this building? / Yes__ No Not necessary for this proj~ct____.,Vc____ 23. Have all areas in the building been accurately identified for the intended use? (Occupancy as identified in the IBC Chapter 3) / Yes__ No__ Not necessary for this project __ _ 24. Does the plan indicate the quantity, form, use and storage of any hazardous materials that may be in use in this building? ~ Yes__ No__ Not necessary for this project_V __ 4 25. 26. 27. 28. 29. 30. 31. 32. 33. 34. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the plan? / Yes__ No__ Not necessary for this project_·_ Do the plans indicate the location and dimension of restroom facilities and if more than four employees and both sexes are employed, facilities for both ~s? Yes__ No__ Not necessary for this project_L Do the plans indicate that restrooms and access to the building are handicapped accessible? ~ Yes__ No__ Not necessary for this project __ Have ~wo (2 complete sets of construction drawings been submitted with the applicati . Yes__ No __ Have you designed or had this plan designed while considering building and other const~ion code requirements? · Yes__ No__ Not necessary for this project __ Does the plan accurately indicate what you intend to construct and what will receive a final inso6c;tion by the Garfield County Building Department? Yes_V_ No __ Do yonr plans comply with all zoning rules and regulations in the County related to your zone district? or corner lots see supplemental section 5.05.03 in the Garfield County Zoning Re uti on for setbacks. Yes No __ ~ Do you under tand that approval for design and/or construction changes are required prior to e implementation of these changes? Yes No 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 "Septi System" or "Road lmpact" fees required, at the time you pick up your building rmit? Yes • No __ Are you aware that you are required to call for all inspections required under the lBC including ap roval on a final inspection prior to receiving a Certificate of Occupancy and occu ncy of the building? Yes No __ 5 35. 36. 37. 38. 39. 40. 41. 42. 43. Are you aware that the Permit Application must be signed by the Owner or a written authority be given for an Agent and that the party responsible for the project must comply with t~form Codes? Yes__ No __ 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 between 7:30a.m. and 3:30p.m. Monday through Friday. Inspections are to be called in to 384-5003. Are yo~u aware that requesting inspections on work that is not ready or not accessible will result · a $50.00 re-inspection fee? Yes__ No ___ _ Are you aware that prior to issuance of a building pem1it you are required to show proof of a driveway access permit or obtain a statement from the Garfield County Road & Bridge D~p ent stating one is not necessary? Y au can contact the Road & Bridge Departme at 625-860 I. Yes No. _____ _ Do you understand that you will be required to hire a State of Colorado Licensed Electrician and lumber to perform installations and hookups? The license number will be require time of inspection. Yes No ____ _ 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 pfthe building permit application? Your attention in this is appreciated. Yes ·~ No ___ _ Do you know that the local fire dist~ay require you to submit plans for their review of fire safety issues? Yes V' No (Please check with the building department about this requirement) Do you understand that if you me 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 perL Yes L Did an Architect seal the plans for your commercial project? State Law requires any commercial project with occupancy of more than l 0 persons as per Se7tion JO kof the me to prepme the plans and specifications for the project. Yes No Not Necessary for this project---=------- 6 I hereby acknowledge that I have read, understand, and answered these questions to x}he best/i)of ID.lJ ability. iJ £~ t;'/2::</o? 7 I Signature Date Phone: 7'?0 t:lf!-p.>n (days); /'70 0 lfr'-7'3fY1 (evenings) Project Name:_""-//1c-'-'-,_c r..f-"'c"-' ,_! :_{J_f-'Ko::.£::c--"~'-'~"-=.L-=-_· ___ _ Project Address : __ _:_!_o__,+ __ 3_-----'c=-' o::_'::..c' ~-k--'-7-f'J.-'---'=C!_'-"p--'_·=--?-=o--=0 0 Note: If you answered "No" on any of these questions you may be required to provide tbis 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 the permit. *If you have answered "Not necessary for this project" on any of the questions and it is determined by the Building Official that the information is necessary to review the application and plans to determine minimum compliance with the adopted codes, please expect the following: A. 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. B. Delay in issuance of the pem1it. C. Delay in proceeding with construction. *If you answered "No" to this question the circumstances described in the question could result in a "Stop Work Order" being issued or a "Certificate of Occupancy" not being issued. Bpcomm April 2006 7 \ \ > I ~:.. ------l-~---· ~ N04'41'Gl"'V.I 4 !~25'1i·rJ'.32"W 152.80' '" . / PARCEL 35.05 acres 3" ALC, BLM 1982 (S 1/16 S23,S24) 2" BC, 1981 (SC 1/4 W24) found I set 1-1/ ALC 593~ ------ ,. 4 ' j I ... ,._., . .... -...... ,,.; J, I • , '). ~ .: •• - '.-... ,... . . . . No. Assessor's Parcel No.O,Lffi-f14tk\JC)"-0SC{ Date l t\9-()t- BUILDING PERMIT CARD Job Address _ _,_'f:""g"'-;}-_/,___,CT""-..,~1.:o00~·_,\>'-'\:><c\il:"'v,_,\t-'=------------."""""""' ____ _ -1 \5 1d'lui'f Owner \=\E1CQLf {llbVl0 Addressl\1:2 \W!V\ 'il()r t.n-Phone# ~"g:;,..\(:,4:3 Contractor CU'fL \--IHC.CtLF Address 1 \ Phone #<; :::=:.!.1 Z,_-__ _ Setbacks: Front _____ Rear _____ RH _____ LH _____ Zoning ____ _ ~'fClqc-~roqc INSPECTIONS Weatherproofing ____________ _ Mechanicai _______ =-------- Soils Test --~t7tr---c2'<1"'"· ---,71/c.-r-''-r--- 01<\ ..-..~ EXTERIOR Address No.--------------- Drainage Decks~support & clearance to wood Oacks·stalrs & rails ------- Exterior locks ~---'--------­ Flashing around doors & windows Insect screens------------- INTERIOR GARAGE Fire wall separation ___________ _ Service doors-Hi!" min.----------- Door (20 min.) w/auto closer-1%" rnin. _____ _ Mach. equip. 18" above floor ________ _ No opening Into sleeping area _______ _ BASEMENT-CRAWL AREA Access lnsulatlo_n _______________ _ Headroom/Stairs ____________ _ Ventilation Eiectrical Rough (State) ~ - Electrical Final State) -:t"'t= Final t-O /Checklist Completed? A/f/A Certificate Occupancy # ---------- Date~~~~~~~~~~~~~~ Septic System # Date Final Other ______________ _ FINAL CHECKLIST MECHANICAL ROOM Boller Hot water __________ _ FA gas/oil __________ _ Floor drain Clearance __________ _ Air con. system, _________ _ Hot water heater--------- Combustion air _________ _ Gas piping, valves _______ _:__ __ LPG Drain=~--------­ FIREPLACE/STOVE Clearance to combustibles _____ _ Termination of chimney ______ _ Combustion air ______ _ Hearth (12" or 20" on sides) ____ _ Glass doors __________ _ Certified by: REMARKS (continue on back) STAIRWAYS Headroom (6'6") ---------- Ralllng & guardrails --------- Width __ ~---------­ Rise & run------------ KITCHEN Clearance above grill--------- Exhaust fan------------ Broiler exhaust (1 hr. chase)------- BEDROOMS Egress _____________ ~ Smoke detector----------- BATHROOMS Exhaust fan _________ ~-- Shatterproof glass _________ _ OTHER ...... -.............. ._......_ ... , INSPECTION ~" b-lOT IE MADE Ot.LESS THIS CARD IS POSTED ON THE JOB 24 HOURS NOTICE REQUIRED FOR INSPECTIONS BUILDING PERMIT GARFIELD COUNTY, COLORADO Date lssued.I.1:\.9 .. 3 ........ Zoned Area ............................... Permit No .. JO.}~~ ......... . AGREEMENT In consideration of the issuance of this permit, the ap11licant 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 g.-anted, 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 Gr>-JC!C'.je J ~Clqe. Address or Legal Description '/B) 1 c r-noa I Po'f"O.t V1 oJ\e, Owner \iet CQq 1'TICliJ \~ Contractor C C\1 \ H~\t_Wf- Setbacks Front Side Side Rear This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection. INSPECTION RECORD Footing oK lliL Driveway Foundation DK k}nL Underground Plumbing ~ Insulation v Rough Plumbing ~"'-Drywall~ Chimney & Vent ---h-"-Electric Final (by State Inspector) ~ Gas Piping ~ Final /'A. -11--1) 7 fh-v-.-- Electric Rough (By Stale Inspector) ~ Septic Final ~ Framing•~~~ IJ -IJ.-tJ'( /GN._ Notes: (To include oof in ce and Windows and Doors installed). 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 Call 384-5003 108 8th Street Glenwood Springs, Colorado APPROVED DO NOT DESTROY THIS CARD Date(HQ~ syf•loJWQr\/.}b IF PLACED OUTSIDE -(;OVER WITH CLEAR PLASTIC • Parcel Detail Page I of 3 Garfield County Assessor/Treasurer Parcel Detail Information Ae>GSSo![J):eaotirerPmpertyS_e<m::_!) I AsscssorSpbsct.Qttery I Assessor Sal~,~Sczm::h C:lc::rl< .. &.Rccorcier.I~eccptiou .. Scarc:h l3i!sic)3pilding_C:h<lmctcristics I Tax .. lnformation Parcel Detail I Value Detail Sales Detail I Rl':sidential/Commercial Improvement Detail Land J)et;!ij I Photographs I Tax Area II I on II Account Number II Parcel Number II Mill Levy I R040882 II 240924200156 II 36.746 I Owner Name and Mailing Address !METCALF, TRAVIS JASON I J190 SILVERTON COURT I !PARACHUTE, CO 81635 I Legal Description JsECT,TWN,RNG:24-7-96 DESC: PARCEL J3, A PARCEL OF LAND IN THE Wl/2 JPRE:R005973 BK:1176 PG:612 BK:1176 JPG:611 BK:1176PG:610BK:1176 JPG:609 BK:0973 PG:0786 BK:0601 JPG:0658 BK:0581 PG:0255 BK:0580 JPG:0066 BK:0569 PG:0664 BK:0569 JPG:0301 BK:1857 PG:665 RECPT:709975 IBK:1820 PG:920 RECPT:702221 BK:1642 JPG:598 RECPT:664028 BK:1636 PG:915 JRECPT:662883 BK:1636 PG:913 JRECPT:662882 BK:l562 PG:8 JRECPT:646783 BK:1562 PG:12 JRECPT:646784 BK: 1505 PG: 107 JRECPT:633987 BK: 1135 PG:820-823 I IJRECPT:547474 BK: 1135 PG:818-819 I Pared Detail Page 2 of 3 IRECPT:547473 BK:1135 PG:816-817 I IRECPT:547742 BK:1127 PG:710 I IRECPT:544006 BK:1126 PG:41 I IRECPT:544393 BK:Il26 PG:40 I IRECPT:544393 BK:0948 PG:0016 I Location Physical Address: !!PARACHUTE I Subdivision: I Land Acres: 1135.02 I Land Sq Ft: llo I Section II Township II Range I I 24 II 7 II 96 I Property Tax Valuation Information II Actual Value II Assessed Value I I Land: II 190,oooll 55,1001 I Improvements: II oil 0 I Total: II 190,oooll 55,1001 Sale Date: IIII/2/2004 Sale Price: 11450,000 Basic Building Characteristics Number of Residential 0 Buildings: I Number of Comm/Ind jo Buildings: No Building Records Found Tax Information I Tax Year II Transaction Type II Amount I I 2006 II Tax Amount II $1,591.841 I 2005 II Interest Payment II ($63.82)1 I 2005 II Interest Charge II $63.821 II II Parcel Detail I 2005 II Tax Payment: Whole II ($1,595.52)1 I 2005 II Tax Amount II $1,595.521 I 2004 II Tax Payment: Whole II ($1,407.74)1 I 2004 II Tax Amount II $1,407.741 I 2003 II Tax Payment: Whole I ($5.00)1 I 2003 II Tax Payment: Whole ($8.30)1 I 2003 II Tax Amount $s.ool I 2003 II Tax Amount $8.301 Top ofP<tgc Assessor PJ!tiibase Sear;;hi)ptions I I~1l\tJrer Database Search Options C'lerk &.Rec:or4erO<t<ilb<tsc: ... searcbQptio11·' Qmfield County Hon1eE~ Page 3 of 3 The Garfield County Assessor and Treasurer's Offices make every effort to collect and maintain accurate data. However, Good Turns Software and the Garfield County Assessor and Treasurer's Offices are unable to wan ant any of the information herein contained. Copyright © 2005 -2006 Good Turns Software. All Rights Reserved. Database & Web Design by Good Turns Software. -j I i. BUILDING SPECIFICATIONS R~ UNDER THIS CONTRACT HAS BEEN DESIGNED AND DETAILED FOR ~D CONDITIONS STIPULATED IN THE CONTRACT AND SHO\JN ON GS. ANY AL TERATIDNS TO THE STRUCTURA L SYSTEM DR REMOVAL NENT PARTS, OR THE ADDITIO N OF OTHER CONSTRUCTION R LOADS MU ST BE DONE UNDER THE ADVICE OF A REGISTERED !IVlL OR STRUCTURAL ENGI NEER. S TEELBUILDING .COM \JILL ASSUME lllLITY FOR .ANY LOADS NOT INDICATED. JUILDING.COM METAL BUILDING IS DESIGNED USING STANDARD DESIGN lA SED ON PERTINENT PROCEDURES AND RECOMME NDATION S OF THE ORGANIZATION S AND CODES• CAN INSTITUTE OF STEEL CONSTRUCTION• 'SPECIFICATION FO R THE N FABRICATION AND ERE CTION OF STRUCTUAL STEEL FOR BUILDINGS', fDITION. icAN IRON AND STEEL INSTITUTE• 'SPECIFICATION FOR THE DESIGN !OLD FORMED STRUCTURAL MEMBERS', 1980. RICAN \IELDING SOCIETY• 'STR UCTURAL \JELDING CODE' A\IS Dl.l-BB, iJ.S, PART B. PROPERTIES OF STEEL PLATE AND SHEET STEEL USED IN THE OF PRIMARY RIGID FRAMES AND ALL PRIMARY STRUCTURAL FRAMING THAN COLD FORMED SECTIONS> CONFORM TO ASTM A-36 \JITH A MINIMUM YIELD OF 50,000 PSI, OR A-570 OR A-572 GRADE 50. I PR.OPERTIES OF COLD FORMED LIGHT GAGE STEEL MEMBERS CONFORM OF ASTM-570, \JITH A MINIMUM YIELD OF 55,000 PSI. iRENGTH BOLTS AND THEIR INSTALLATION SHALL CONFORM TO ASTM lt,ATIDNS A-325 AND ARE DESIGNED AS BEARING TYPE CONNECTION \liTH ~ •INCLUDED IN THE SHEAR PLANE. TIGHTENING OF THESE BOLTS IS ~NDED BY THE TURN-OF-THE-NUT METHOD, PER 'AISC SPECIFICATIONS WCTURAL JOINTS.' ~EL MEMBERS EXCEPT BOLTS AND FASTENERS SHALL RECEIVE ON E SHOP ~ INHIBITIVE PRIMER UN LESS STATED OTHER\JISE I N THE CONTRACT. --· ~NSPECTION S AND ASSOCIATED FEES ARE THE RESPONSIBILITY . <ACT OR , UNLESS STIPULATED OTHER\JISE. . _, ~ ' f I ~0 BUILDERS RESPONSIBILITIES THE BUILDER MUST SECURE ALL REQ~IRED APPROVALS AND PERMITS FROM THE APPROPRIATE AGENCY AS REQUIRED. APPROVAL OF STEELBUILDING.COM DRA \.JINGS AND CALCULATIONS INDICATE S THAT STEELBUILDING .COM HAS CORRECTLY INTERPRETED AND APPLIED THE REQU IRE MENTS OF THE CONTRACT DRA\.JINGS AND SPECIFICATI ONS . <SECT. 4.2.1 AISC CODE OF STAN DARD PRACTICE, 9TH EDITION .) \../HERE DI SCREPA NCIES EXIST BET\.JEEN THE STEE LBU ILDIN G.COM STRUCTURAL STEEL PLANS AND THE PLANS FOR OTHER TRADES, THE STRUCTURAL STEEL PLANS \../ILL GOVERN. <SECT. 3.3 AISC CODE OF STANDARD PRACTICE, 9TH EDITION.) DESIGN CO NSIDERATI ONS OF ANY MATERIALS IN THE STRUCTURE \JHICH ARE NOT FURNISHE D BY ST EELBUILDIN G.COM ARE THE RESPONSIBILiTY OF THE BUILDER AND ENGINEERS OTHER THAN S TEELBUILD ING.COM ENGINEERING UNLESS SPECIFICALLY INDICATED. THE BUILDER IS REP ONSIB LE FOR ALL ERECTION OF STEEL AND ASSOCIATED \.JORK IN COMPLIANCE \..liTH STEELBUILDING.COM CON STRUCTION DRA\.JINGS . TEMPORARY SUPPORTS, SUCH AS TEMORARY GUYS, BRACES, FALSE\../ORR DR OTHER ELEMENTS REQUIRED FOR ERECTION \.JILL BE DETERM IN ED , FURNISHED, AND INSTALLED BY THE BUILDER. <SECT. 7 .9.1 AISC CODE OF STANDARD PRACTICE, 9T H EDITION.) IT IS THE BUILDERS RESPONSIBILITY TO APPLY AND OBSERVER ALL PERTINENT SAFETY RULES AND REGULATIONS, AND PE R OSHA STANDARDS AS APPLICABLE . THE BUILDER IS RESPONSIBLE FOR THE VER IFICATION OF ALL SHIPMENTS RECEIVED, AND MUST INVENTORY BUILDING AT TIME OF DELIVERY . GENERAL NOTES INSTALL AND ERECT THIS BUILDING AND ALL ITS PARTS PER THESE DRA\.JINGS . NO CHANGES SHOULD BE MADE TO THIS BUILDING SYSTEM UNLESS APPROVED IN \.JRITING BY THE MANUFACTURERS ENGINEERING DEPARTMENT . UNAPPROVED CHA NGES COULD RESULT IN AN UNSAFE BUILDING DESIGN AND COULD ENDANGER PUBLIC SAFETY. FOR GENERAL ERE CTIO~; AND SAFETY TIPS, REFER TO THE ERECTION MANUAL PR OVID ED . CONSULT THE SU PPLIED MANUAL FOR ERECTION GUIDELINES AND SAFE TY DESIGN LOADING THIS STRUCTURE IS DESIGNED UTILIZING TH E LOADS INDICATED AND APPLIED AS REQUIRED BY: UBC 97 TH E BUILDER IS TO CONFIRM THAT THESE LOADS COMPLY \.JITH THE REQUIREMENTS OF THE LOCAL BUILDING DEPARTMENT. 20 PSF ROOF LIVE LOAD 42 PSF ROOF S NOW' LOAD 80 ~IND SPEED <MPH) 0 .5 P S F COLLATERAL LOAD 0.050 SEISMIC COEFFICIENTS B EXPOSURE DESIGN DATA PEAK VELOCITY RATED ACCELERATION, Av ~ 0.050 PEAK ACCELERATION, Ao. = 0.050 SEISMIC HAZARD EXPOSURE GROUP = GROUP 1 SEISMIC PERFORMANCE CAT EG ORY = B SOIL PROFILE TYPE = UNKNO\IN SITE COEFF. = 2.0 BASIC S TRU CTURAL SYS TEM AND SEISMIC RESISTING SYSTEM = ORDINARY MOMENT FRAME OF STEEL. RESPONSE MODIFICATION FACTOR, R = 4.5 DEFLECTION AMPLIFICATION FACTOR, Cd = 4.0 ANALYSIS PROCEDURE = EQUIVALENT LA TE RAL FORCE PROCEDURE . FOR QUES TIONS OR ASSISTANCE CONCERNING ERECTION OF STEELBUILDING.CDI'-1 BUILDINGS, CALL MON.-FRI. 8AM-5PM CST: 1-877-340-9101 DRA \.JN DATE DRA 'WING INDEX CS COVER SHEET ABl ANCHOR BOLT PLAN AB2 ANCHOR BOLT RtACTIONS RFP ROOF FRAMING PLAN FCS F RAME CROSS SECTION LE~ LEFT EN D~A LL RE~ RIGHT END\v'ALL FS~ FRONT SIDE\v' ALL ~S\v' BACK SIDE~ALL tlET GENERAL DET l~ILS THESE DRA \v'INGS ,t,RE: ~ FOR CONSTRUCTION ~ NOT FOR CONSTRUCTION @ FOR PERMITS ~ FOR APPROVAL [] OTHER -------------- ORDERS ON HOLD MUST BE RELEASED FOR FABRICATION \v'ITHIN 30 CALENDAR DAYS AFTER DRA~ltiGS ARE ISSUED 0 n\) -~\~_;_rf!l . - SUBJECT glli ~'ft.R l ~ INCREAS JOB ' NO. LED 1/30/04 STEELBUILDING.COM COX6527 CHECKED DATE PROCEDUR;f!S. IF YOU HA VE NOT RECEIVED A CUSTOMER: LARRY TIFFANY CONSTRUCTION SITE ADDRESS: ~A-PP_R_D_V_E_D 1--D-A-T-E---i 1818 MEDICINE B 0 \v' COURT MANUAL) PLEASE CA LL STEELBU ILD ING.COM AS SOON AS POSSIBLE AT 1-800-945-657~ AND wE \JILL FOR\J ,ARD ONE TO YOU. SILT I co 81652 1------'---------i BUlL DING : SCALE 46'-Q' X 60'-0' X 16 '-0' R!:V. NO D RA~ING cs I !' I 1 J _j w w I- V> le D 1- :::J D I 0 I- I I-=> D .,. '-('") ::::, 1®. .,. ~ 0 I ~ le 0 ,I 0 (\j le .,- '-- 0 ,I (\j ~~- , I .,. '-('") -- CD 2o' oq ~A 0 ~B 0 0 I ru ["_2'] !J 0 I (\j ~ 1001 0 I ~ 0 IOJB 0 IOJA 2o' -o· I 60'-0¥ OUT-TO-OUT OF STEEL ® 20' w @ I ill 0 0 ' ill 0 0 c .,. c '--.,. ~ " .Q~ lf\(\j c, '"-E --('") "'I -~ (,-, """" 1- " 0 3 ' .,. ~ .,. c ~ c ill ill 0 0 ~ID D I~ 0 0 ~liD I 4' o·l 12' o· 14' o· 4'-0'1 20'-o~ 2 3 ANCHOR BOLT PLAN NOTE• All Buse Plutes @ 100'-0' <U.N.) 0 0 Diu= 3/4' 20' o· .,. '-('") :::I A ~ 0 ;. ~ 0 I iu - B ~ ·u 0 0 I 0 (\j .. --• 0 B fOJ ;. ~ 0 I iu - 0 D~~ A fOJ ' ' I .,. '-('") 12' ON 4' o· :::: 20'-0 .. 4 STEELBUILDING.C,QM "UE REV. DESCRIPTlDN DATE f# s DESCRIPTION• ANCHOR BOLT PLAN / 8000 INDUSTRY DR. CUSTOMER• LARRY TIFF ANY / ORTH LITTLE ROCK, AR 721l7 PHONE• 1-501-945-6500 LOCATION• SILT, CD 81652 / FAX• 1-501-945-6501 ! DRAVtNG BY 1 nAr~301041 CHECK BY I DATE / LED I~MX6527 I ~~;~~~OVER I ABl I'""' o j DiQ= 3/4' ::;, 7" (/) ~'I ' o I CD I L.J 0 11 4 • W_j 1 3/4'11 3/4' 11 3/ 4' DETAIL A DiQ= 3/ 4' 4' E~ E~~~L-L--F~~L_- 1 3/ 4' See PlQn DETAIL B 1 3/4" DiQ= 3/4" 6" I See PlQn DETAIL C GENERAL NOTES L IF THE 1-112' NOTCH IS SHO\.IN, THEN THE BOLT DETAILS SHO\.IN ON THIS DRA'<IING LOCATE THE ANCHOR BOLTS IN REFERENCE TO THE OUTSIDE OF THE SUGGESTED PANEL RECESS OF 1-112', OTHER'<IISE, THE BOLT DETAILS SHO'<IN ON THIS DRA '<liNG LOCATE THE ANCHOR BOLTS IN REFERENCE TO THE BUILDING STEEL LINE. 2. STEELBUILDING.COM IS RESPONSIBLE FOR THE DESIGN OF THE ANCHOR BOLT TO PERMIT THE TRANSFER OF FORCES BET\.IEEN THE BASE PLATE AND THE ANCHOR BOLT IN SHEAR, BEARING AND TENSION, BUT IS NOT RESPONSIBLE FOR THE TRANSFER OF ANCHOR BOLTS IN RELATION TO THE CONCRETE. UNLESS OTHER\.IISE PROVIDED IN THE ORDER DOCUMENTS, STEELBUILDING.COM DOES ~lOT DESIGN AND IS NOT RESPONSIBLE FOR THE DESIGN, MATERIAL AND CONSTRUCTION OF THE FDUNDA TION EMBEDMENTS. THE END USE CUSTOMER SHOULD ASSURE HIMSELF THAT ADEQUATE PROVISIONS ARE MADE IN THE FOUNDATION DESIGN FOR LOADS IMPOSED BY COLUMN REACTIONS OF THE BUILDING, OTHER IMPOSED LOADS, AND BEARING CAPACITY OF THE SOIL AND OTHER CONDITIONS OF THE BUILDING SITE.!T IS RECOMMENDED THAT THE ANCHORAGE AND FOUNDATION OF THE BUILDING BE DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER EXPERIENCED IN THE DESIGN OF SUCH STRUCTURES, (SECTION AlO MBMA 1986 L0\.1 RISE BUILDING SYSTEMS MANUAL) 3. BOTTOM OF ALL BASE PLATES ARE AT THE SAME ELEVA T!ON. CUNLESS NOTED) 4. ANCHOR BOLTS ARE NOT SUPPLIED BY S TEELBUILDING.COM. 8 114' DiQ= 3/4" 3n' r-y=-=1 ' CD E~/ s~ See PlQn DETAIL D I 0 1- 4" I o 1- 2' L_j I-ll 3/4" NOTES FOR REACTIONS Bu'1lding reuctions are based on the following buitding data.: '<lidth ( ft) = 46.0 Length ( ft) = 60.0 Eave Height ( ft) = 16.0/16.0 Roof Slope (rise/12 ) = 2.0/ 2.0 Dead Loacl Spsf ) = 2.0 Colla tero.l Loo.d (psf =) 0.5 Live Loo.d"(psf ) = 20.0 Snow Loud (psf ) ~ 42.0 \.Jird Speed (Mph ) ::: 80.0 \.line! Code = UBC 97 Exposure = B Closeci/Open = C IMporto.nce -'v/ind = 1.00 IMportance -SeisMic :::: 1.00 SeisMic Zone = 1 SeisMic Coeff <Co.) = 0.05 ANCHOR BOLT SUMMARY Qnt Loc 0 12 DJ 0 16 [\.I 0 16 RF Dlo. (in) 3/4' 3/4' 3/4' Proj (in) 2.50 2.50 2.50 RIGID FRAME REACTIONS Ck ) @2 3 DL + CL + + CL + LL DL + 'v/L I DL IVL \ I EN D'v/ ALL COLUMN REACTIONSCk ) MAXIMUM VERTICAL DL +CO+LL = 8.6 MAXIMUM VERTICAL DL +\.IL -1.2 MAXIMUM HORIZONTAL DL +\.IL = 1.3 BRACING REACTIONS, PANEL SHEAR ---'Wo.II-- Loc Line L_E\.1 1 F _S\.1 A R_E\.1 4 B_S\.1 D Col Line ± Reactions <k ) --\.Jincl----SeisMic- Harz Vert Harz Vert Po.nel Shear (lb/ft) 45 79 33 47 STEELBUILDING.COM ISSUE REV. DESCRIPTION AB2 0 1 1 .,. '-(') ' '< ::-. (\J D w I u iu <[ ~ ' lL DQ' ,I ::J (') V> ©- (\J lL c 0 0 Q' lL D 0 "' A ' 0 I 0 (\j ' .,. '-~ D I iu ~ ;- '- (') ~ ~ CD 20'-0" E 5 ., u w r I I P 1 (Tvn) I I I I I I ER-1 I I (\J I I I I u w l I I I I I I L_j I ; I f, p 1 <Typ) ~~ r I I I I I ER-2 'JZ I I (\J I u w ~ I i I I I I I I I u w il I I ~gS/: I I I I ~SO/ o·5 ;y;z E 1 - 60'-0 .. OUT-TO-OUT OF STEEL ~ 20'-0 11 ~ I I RF1 1 RF1-1 E 4 -- ~ P-2 (Tv~) / ®-j X J ~ II~ I I RF1-2 I I ~ I v I I ~ 2 ~ / \!9 ~ /I~ : : $,2 ~ II~ I I RF1-2 L J X J V, ~ l RF! 1 -E 2 RF! 1 3'-t 3/4~ ...,..._ PURLIN----3'-1 3;4• 3'-1 314• LAP 3' 1 314• ROOF FRAMING PLAN 20'-0' E 1 - p 1 (Typ) I I I I I I I I L_j p 1 (Typ) [ E 3 0 I I I I I I ER-4 I I I I I I I: I I I ER-3 I I I I II I I I I II ., u w (\j I u w (\j I u w ~ I u w .,. '-(') ~ ~ ' .,. ::-. D ,I (\J ~ D ,I D (\J . .,. '-~ D I ~ ;- '- (') ~ ~ B A (\J w u <[ 'LL DQ' ,I ::J (')V> (\j lL 0 0 Q' (') w u <[ ' lL DQ' ,I ::J MV> (\j lL 0 0 Q' :SSUE FL-51 B (20) ro I~ ' "' (\j~ (\j~ I LIGHT I PANEL 10'-86 ro I (2) I~ , ro I (\j~ (\j~ ROOF SHEETING PANELS• 26 Go.. PR Potur \../hite MEMBER TABLE ROOF PLAN MARK PART LENGTH p 1 BX25Z14 23'-1 1/2' P-2 8X25Z16 26'-3 1/2' E-1 8ES2L 19'-11 1/2' E-2 8ES2L 19'-11 112' E-3 8ES2L 19'-11 1/2' E-4 8ES2L 19'-11 112' E-5 8ES2L 19'-11 112' CB-1 HIJ-3730 23'-11' CB-2 HIJ-3730 22'-9 11 STEELBUILDING.COM REV. DESCRIPTION DATE IX-t DESCRIPTION• ROOF FRAMING I/ 8000 INDUSTRY DR. ORTH LITTLE ROCK, AR 7CU7 CUSTOMER' LARRY TIFFANY / PHDNE1 1-501-945-6500 F AX• 1-501-945-6501 LOCATION• SILT, CO 81652 / DRAIJING BLED IDAl>30/041 CHECI( BY I DATE / IJOMX6527 1~0~DVER; I LIOIA\JINU RFP I'""' o l Sp-1 Sp-2 Top/Bot/Int 4 4 2 4 4 0 Type A325 A325 Dio. L_en 314 11 2 11 3/4" 1 3/4 VFLANGE BRACES' Both Sides(Unless Notecl)) FBxx: xx:::lengthCin)ne side ~~ ~ 4'::...1-\-- ~J· ~ -1--/...._4. ~ MEMBER SIZE TAB PIECE VEE DEPTH VEB PLATE START/END THICK LENGTH RF1 1 10.0/26.1 0.188 187.8 RF1-2 26.0/17.7 0.188 128.4 17.7/10.0 0.135 120.0 LE (in) I OUTSIDE FLANGE INSIDE FLANGEJ 1,/ X T X LEN v X T X LEN 5 X 1/ 4" X 184.2 5 X 1/ 4" X 1~ 6 X 5/16" X 30.0 5 X 114" X 224.4 5 X 114" X 21 5 X 114' X 24.0 5 X 1/4" X I A -L2X2X14G = = = !_ky Light -===-SkY Ugh':_ = = = =' I [ ' 0 _I ' .,. 0 I Ss ' .,. I " s I lr='lf---il !£ f-*l>l E I I I I I I I I 8 114" I I 2' 2 9/16" ® . ' ... · c:=::====-~====-:==:=:====-- GENERAL NOTES: t. ALL FIELD CONNECTIONS OF PRIMARY FRAMING MEMBERS SHALL BE BOLTED. VITH A325 H. S. BOLTS AND INSTALLED BY THE 'TURN OF THE NUT' METHOD. 2. ALL FIELD CONNECTIONS OF SECONDARY FRAMING SHALL BE BOLTED VITH A307 MACHINE BOLTS. . 3. INSTALL ALL FLANGE BRACES ON COLUMN .AND RAFTER AS SHOI-IN. mru ._,_u r--£ d C\JL 1 d , ru CD~ ~u 40' 2 3/8" Cleo.ro.nce 46'-0' OUT-TO-OUT OF STEEL FRAME CROSS SECTION FOR FRAME LINE 2 3 SSUE --,:; -=== 2'-2 9/16" I I I I I I I I ~ ~ 2'~ 12 a, I ::,- ' 0 I ::,- I ~ ~I<J*- I E I I I "" I I " I I I 0 I Ss STEELBUILDING.COM RE:V. DESCRIPTION DATE: I% • DESCRfPTIDN• RfGID FRAME ELEVATION I/ 8000 INDUSTRY DR. CUSTOMER• LARRY TIFFANY ;___.-~nRTH LITTLE ROCK, AR 72117 / PHONE• 1-501-945-6500 LOCATION• SILT, CD 81652 / FAX: 1-501-945-6501 DRAVING BLED !DAl130/041 c ECI:: BY ID TE / IJOMX6527 ~~~D~DVER I u.:A....-!Nl> r / FCS 0 I I 46'-0 .. OUT-TO-OUT OF STEEL I 11 3/4' r 12'-0 1/4' 20'-0' 12'-0 114' l ...Lf2· 12 [ ER-2 ' "' 3 I I iu~ G-2 DH-1 G-3 []c_j 01 ,I I 'iJ ~ I . v @---0 I 3 ~ ~ ~ G-2 0 G-3 G-1 [] I ..- I ~ I OJ . I ' I ..-"' ' I "' " I @L r ---@ v FL-73 --------------------- J J J [ [ ..J [ EC-1 EC-2 EC-2 EC-1 k-o·[ 12'-0' 6'-0h .I ENDwALL FRAMING: FRANE LINE 1 ~ ~D~ ... -~ ~ " (\J (\J (\J -~ " ""-.."' -......, ...... ......, ....... -"' "'"' ~ I I -~ I I 0"' "'"' ;,. !0 ' ' I' I I. . I:;-~ " " . " I I I 7 " . " ~ I I I~ "' in :< . ,I ~ ~ in I " I ~ I !::; " ~ !::; ~ ~ I " ~ ~ I I . 0 0 « '\ I I I ' ------ ENDwALTh. SHEETING & TRIN: FRANE LINE 1 1------------------------~ ···. GEI\IERAL NOTES: 1. INSTALL ALL GIRTS AND FLANGE BRACES <FE> AS SHO\.JN. 2. \.fALL PANEL PROVIDES STRUCTURAL STABILITY TO THE BUILDING. 3. OTHER THAN FOR \.JALK DOORS AND \.JINDO\.JS SHO\.JN ON THE CONTRACT, DO NOT ADD ADDITIONAL \.fALL OPENINGS \.JITHOUT APPROVAL OF BUILDING MANUFACTURER OR PROFESSIONAL ENGINEER. 4. AFTER INSTALLATION, \.JIPE ALL PANELS CLEAN OF METAL SHAVINGS CAUSED BY DRILLING. ·--~ 11 3/ 4' 2'~ 12 e, I "' . ..- I " TRIM TAB E FRAME LINE OlD PART LENGTH 1 XFL-37 14' -2' 2 XFL-23 14'-2' 3 XFL-37 12'-4' 4 XFL-26 12'-4' 5 RT3 16'-2' 6 RT3 7'-4' 7 PB2 1'-6 .. BOLT TABLE FRAME LINE 1 LOCATION QUAN TYPE ER-1-ER-2 4 A325 ColuMns Jnl'lb 2 A325 2 A325 MEMBER TABLE FRAME LINE 1 MARK PART EC-1 8X25C16 EC-2 8X35C13 ER-1 12X25C12 ER-2 12X25C12 DJ-1 8X25C16 DJ-2 8X25C16 DH-1 8X25C16 G-1 8X25Z16 G-2 8X25Z16 G-3 8X25Z16 DETAIL TRIM 5 TRIM_7 TRIM_ 4 TRIM_ 4 DIA LENGTr 5/8' 1 3/4' 1/2' 1 114' 112' 1 114"' LENGTH 15'-4 5/8' 17'-4 5/8' 23'-3 9/16' 23'-3 9/16' 17'-8 5/8' 18'-4 5/8' 12'-0' 11'-8 .. 1'-9" 5'-9N CONNECTION PLA ES FRAME LINE 1 DID MARK/PART 1 SC-5 STEELBUILDING.COM SSUE REV. DESCRIPTION LE\.J l I 46'-0 11 OUT-TO-OUT OF STEEL I T T (l r 11 3/4" 12' 0 1/ 4" 20' o· 12'-0 114" A2· 12 8 Ll) I (\jl---I G-1 G-4 I . r' 10 (') I I "' o-~ lr ~ 9 I G-1 G-4 ~ ~ f.-' 10 I . I " I I " I @1--9 FL-73 L__r__ L _________ _ __________ __j J J EC-1 EC-2 [ ~ [ EC-2 EC-1 END'vJALL FRAMING: FRAME LINE 4 00 D~ 00 ---~ ----------~---- . . " ~ ~ I I "' ~ . "' ~ I I "' ' ' ~ I (r, (r, I I ~ "' ' "' ,I "' !':: I ~ "' I I I "' ~ ~ ~ "' ro a, I I I ro 9l ~ ~ 0:; ' "' ~ ~ 0:; "' 0:; ~ ~ END'vJALL SHEETING & TRIM: FRAME LINE 4 GENERAL NOTES: 1. INSTALL ALL GIRTS AND FLANGE BRACES <FB) AS SHOIJN. 2. IJALL PANEL PROVIDES STRUCTURAL STABILITY TO THE BUILDING. 3. OTHER THAN FOR IJALK DOORS AND IJINDOIJS SHOIJN ON THE CONTRACT, DO NOT ADD ADDITIONAL IJALL OPENINGS IJ!THDUT APPROVAL OF BUILDING MANUFACTURER DR PROFESSIONAL ENGINEER. 4. AFTER INSTALLATION, IJIPE ALL PANELS CLEAN OF METAL SHAVINGS CAUSED BY DRILLING. PANELS• 26 Go.. PR -Polo.r \Jhite -.1 ·- ' "' I "' ~ I. 11 3/4" 2"~ 12 (') I "' :,. I " TRIM TABLE FRAME LINE 4 OlD PART LENGTH DETAIL 1 RT3 16'-2• TRIM_ 4 2 RT3 7'-4" TRIM_4 3 PB2 1'-6" BOLT TABLE FRAME LINE 4 LOCATION ER-3-ER-4 ColuMns TYPE A325 A325 ER ABLE LINE 4 DIA LENGTf- 5/8" 1 3/4" 1/2" 1 114" PART LENGTH X 5C16 15'-4 5/8' 8X35C13 17'-4 5/8" 12X25C12 23'-3 9/16" 12X25C12 23'-3 9/16" 8X25Z16 11'-8" BX25Z16 19'-11 112" CONNECTION PLATES FRAME LINE 4 0 ID MARK/PART 1 SC-5 STEELBUILDING.CO - 0 20'-0" )\§) E -1 G-5 G 5 FL-73 n EC-1 0<V0 0 ?u ' ' OJ OJ OJ OJ ::::. '-::::. '-::::. ~ ~ 0 0 0 0 0 0 I I I I I ::0 ~ ::0 ~ ~ ~ ~ -~""RAL NOTES: GIRTS AND FLANGE BRACES (FB) AS SHD\IN. PROVIDES STRUCTURAL STABILITY TO THE BUILDING. FOR \IALK DOORS AND \IINDD\IS SHO\IN ON THE JD NOT ADD ADDITIONAL \/ALL OPENINGS \IITHDUT ' OJ ::::. 0 I ~ JF BUILDING MANUFACTURER DR PROFESSIONAL ENGINEER. \LLA TIDN, \IIPE ALL· PANELS CLEAN OF METAL CAUSED BY DRILLING. 60'-0 11 OUT-TO-OUT OF STEEL (~ 20'-0' C?) I)§ E-4 G-9 @-v G-9 I I RFl-1 RF1-1 1'-1 3/4' GIRT 1'-1 3/4' ~3/4' LAPS ~3/4' SIDE'v!ALL FRAMING: FRAME LINE D (Gutters with 3 downspouts) <V OJ OJ OJ ?u OJ ?u OJ OJ ?u '-::::. '-'-'-::::. '-'-::::. ~ ~ ~ ~ ~ ~ 0 0 0 0 0 0 0 0 0 I I I _I I I I I _I ~ ~ ~ ~ ~ ::0 ~ ~ ~ ~ SIDE'v!ALL SHEETING & TRIM: FRAME LINE D PANELS• 26 Go.. PR -Polo.r \lhlte TRIM TABLE FRAME LINE D CD OlD PART LENGTH DETAIL 1 FL 833 16' on TRIM_9 2 MHG4L 11'-0' TRIM_l4 20'-0 11 3 GE-L 9' 4 MRT3L 2'-0" TRIM_15 5 MHG4R 11'-Qn 6 GE-R 9' @( E-5 7 MRT3R 2'-0H 8 HG4 20'-2N TRIM 2 MEMBER TABLE 0) FRAME LINE D I MARK PART LENGTH :;,. E 1 8ES2L 19' 11 112' E-4 8ES2L 19'-11 112' G-5 E-5 8ES2L 19'-11 112' G-5 8X25Z16 21'-1 1/2' 0 G-9 8X25Z16 22'-3 112' I .,. 0 I G 5 V) ~ .,. I " ~ -_J n EC-1 <V00 0 ?u \t\llt1111111!fll OJ OJ OJ OJ ,,,, .. \ ,,,,,, ::::. '-'-::::. ::::. ~,,... '00 REG /'""' ~ ~ ~ V""' .••••·• /'0 <--.,... 0 0 0 0 0 "'~ '\IN ··'-';-'· _I I _I I I 0 g 0 .-~~ . 4{~·. (0 \ ~ ~ ~ ~ "' ;; -.../ :~ '1,i· "J' "' ~ = 0 .·~ . . ·7 ·. rn ~ § u:::. 31467 <o ~ -·~ 2· -; -. -: .:: ~...o·. :o:~ ~0)1·. .·{(J~ ~ a .. .. # .;:. ~~~· ......... 0' ~ ~~,1!. 88iONA.l 'i:.~ ,,,,,,~ STEELBUILDING.COM ISSUE: REV. DESCRIPTION DATE 0 STEEL LINE FIN. FLOOR CONCRETE DETAIL FOR 'WALKDOOR PLAN DOOR JAMB BASE PLATE ELEVATION BASE PLATE TO DOOR JAMB €STEEL LINE /4' #12 S.D. SCRE\1 PM-1 • (2) 112'0 X 1" A307 BOLTS COLD FORMED END \I ALL RAFTER 0 ROOF PUR LIN PLATE \IELDED TO RAFTER SECTION THRU COLD FORMED END \I ALL RAFTER 0 0 END\/ ALL COLUMN BASE PLATE PLAN ELEVA T!ON Q BASE PLATE FOR '\::_) END\IALL COLUMN COLUMN 0 112"0 X 1 114' A325 BOLTS UNLESS NOTED ON END\.IALL DRA\JING COLD FORMED RAFTER END\IALL COLUMN TO COLD FORMED RAFTER COLD FORMED / END\/ ALL RAFTER SEE END\IALL DRA\IING FOR BOLT D!A AND TYPE. END\IALL COLUMN \IELDED CLIP END\IALL GIRTS 112'0 X 1' A307 BOLTS @ END\IALL COLUMN TO \IALL GIRT • • 0 • 0 RIGID FRAME RAFTER ROOF PURLIN o I • I • FLANGE BRACE (6) 112"0 X 1' A307 BOLTS RAFTER SPLICE AT SURFACE CHANGE @ ROOF PURLIN TO INTERIOR FRAME RAFTER ~ I "" ""t--·····S'~ ! o~-~~u N . .4{,~:· /' % SIDE\IALL GIRT SC-5 CLIP 1/2"0 x 1" A307 BOLTS @ CORNER COLUMN TO \IALL GIRT ATTACH BOTTOM GIRT \1 /F!NHEAD BOLT BEFORE ATTACHING TOP GIRT. @ • • RIGID FRAME COLUMN • I \/ALL GIRT (6) 1/2"0 X 1' A307 BOLTS wALL GIRT TO INTERIOR FRAME COLUMN ;: -~ ·.0' "'; " ..., • ~--:P ~ STEELBUILDING.COM ;; 0 :;j! y"· rn = ~ u:::. 31467 <o = ~ :~ ~: ~ j# ~ -'0 ·... .: § !SSU£ REV. DESCRIPTION DATE: DESCRIPTION• Deto.ll Page ~ ~ ·. .~ 0' ~ / 8000 INDUSTRY DR. ~ 0 •• . ,<j) .;::. CUSTOMER' LARRY TIFF ANY ~ ~e.'& •••••••• ·\:>~ .... ~ / DRTH LITTLE ROCK, AR 72ll7 ;.;.~ ... ~ 8tONAl t.~ ,\.~~ PHONE• 1-501-945-6500 LOCATION' SILT, CO 81652 ~,,, ,,,, / FAX• 1-501-945-6501 1'1111mnmn'' DRA\IING BLED 1 nAI5 30104 I cHEcK sv ]DATE / ~trJ:X6527 ~~~~~~VER luro:AVINI.! DETl r"'"" o fEAVE STRUT COLD FORMED / ENDVALL RAFTER ____./ 1/2'0 x 1 A307 BOLTS EAVE STRUT TO COLD FORMED RAFTER FLO-LOC ON CABLE COLUMN DR RAFTER \/EB CABLE EYEBOLT SLOT IN \JEB TO INSERT HILLSIDE \lASHER AND EYEBOLT HILLSIDE VI ASHER FLAT \./ASHER NUT @ DIAGONAL CABLE, EYEBOLT END EAVE STRUT ES! BOLTS, .S'xl.O' EXTENSION OF TOP FLANGE SECTION ELEVATION @ EAVE STRUT TO RIGID FRAME S!DEVALL COLUMN BASE PLATE II II II II II II II PLAN ELEVATION ANCHOR BOLTS AT SIDE'w'ALL COLUMN r14ELDED / ANGLE DOOR JAMB _...r-<Fo6 'i== ,====i I 0 d SECTION EAVE STRUT \ DOOR JAMB fp= " DOD R JAMB ------ ELEVATION DOOR HEADER 14 ALL GIRT / 1/2'0 x 1' A307 BOLTS <TYP> <2> 1/2'0 x 1' A307 BDL TS SECTION ELEVA TJDN 112'0 x 1' A307 BDL TS <TYP> WALL GIRT TO DOOR JAMB DOOR JAMB TO EAVE STRUT DOOR HEADER TO DOOR JAMB ,.,_ I I DELUX BASE TRIM 14 ALL ___! I (FL -73) PANEL 1 I GUTTER STRAP 3' D.C. CONCRETE FOUNDATION ANCHORS SUPPLIED BY OTHERS SHOULD BE SIZED TO RESIST STRESSES ENUMERATED IN REACTIONS REPORT. RECOMMENDED ANCHOR SPACING IS 16' ON CENTER. @ SECTION THRU \./ALL PANEL AND CONCRETE FOUNDATION \.liTH DELUX BASE TRIM ... ~ \>--.......... l.s ..;._, ;f ~ ~~~~ N.Jl[·· . .>-"" ~ $ 0 .. ~ ~if·'<:;, ~ " -.J• :y -= 0 . "'<' .,:. "' :0 g u~$ 31467 ~;o ~ -:~ -· ::: \ ~ : ~ \ ~o>·. ..··"$} .,. ~s ......... &-~ ~~ ....... ,,,.,, \S'S'/ONAL 'C.~ ':\,,,, .... 'J,, ,\,~ IIJIJibliU\\1\\\ ,. INSIDE CLOSURE '.t/ CONTINUOUS 1/2' TAPE MASTIC TOP R. BOTH.J-t EAVE DETAIL W'ITH GUTTER AND SHEETED \/ALL IRIM_2.DXF RAKE~ TRIM STITCH SCRE\JS AT 12' D.C. VALL PANEL /' HTCH SCREW'S AT !2' O.C IJ I CONTINUOUS 1/2:' TAPE MASTIC ROOF PANEL MEMBER SCRE\/S AT 12' D.C. SHEETING ANGLE \_ROOF PURLIN RAKE DETAIL \41TH SHEETED VALL TRIM_ 4.DXF STEELBUILDING.COM ISSUE REV. DESCRIPTION DATE >#: DESCRIPTION: Detnil Po.ge L 8000 INDUSTRY DR, CUSTOMER• LARRY TIFF ANY DRTH LITTLE ROCK, AR 72:117 ,/ PHONE• 1-501-945-6500 LOCATION• SILT, CO 81652 ~ FAX• 1-50l-945-6501 DRAVING BLED I DATE ' I CHECK BY I DATE ,/ 1130/04 I~MX6527 I~E~ COVER I ' DET2 I"'"' 0 'w'ALL PANEL BOLTED END PLATE TOP FLANGE IJEB BOTTOM FLANGE OPENING 'w'IDTH .JAMB PDP RIVETS AT 20' D.C. / .JAMB TRIM JAMB TRIM DETAil FOR •w PANEL TRIM_S.DXF ,--- 0 0 _/ 0 0 0 0 -1- 0 0 0 0 YTDP BOLTS, SEE DRA\JING FOR SIZE. --INTERMEDIATE BOLTS, THE NUMBER OF TOP OR BOTTOM BOLTS GREATER THAN FOUR. y BOTTOM BOLTS, SEE DRAW'ING FOR SIZE. ® BOLTS FOR RAFTER TO COLUMN CONNECTION VALL PANEL PDP RIVETS AT 12' D.C. OPENING HEIGHT HEAD TRIM HEAD TRIM DETAIL FOR 'R' & 'A' PANEL TRIM_7.DXF CORNER TRIM STITCH SCREVS AT 20' O.C VALL PANEL CORNER TRIM DETAIL FOR 'R' PANEL TRIM_9.DXF f[ElD CUT AND BEND TABS TD ~o· FIJR ATTACHMENT IJF GUTTER TO RAK£ TRIM GUTTER TRlM MITERED RAKE TO GUTTER DETAIL OUTSIDE VIEIJ TRIM 14.DXF GUTTER TRIM X 3/16' PDP RIVET MITERED RAKE TO GUTTER DETAIL INSIDE VIEIJ TRIM 15.DXF lltJitbl1lHl11\' STEELBUILDING.COM SSUE REV. DESCRIPTION DATE %t DESCRIPTION: Deto.il Po.ge / 8000 INDUSTRY DR. CUSTOMER• LARRY TIFFANY / ORTH LITTLE ROCK, AR 72:117 PHONE• !-501 945 6500 LOCATION• SILT, CD 81652 F AX• I 501 945 6501 / DRAVING BY lDAI;.3 0/0 4 l CHECK BY JDAT£ LED / ~Mx6527 !~"~ovER I '"vmo DET3 !"""' 0 ~~~ A 11 MeMber Screws R• PQnel Skylight ~ 2" MeMber Screws At 6" On Center MeMber Screws 2" 4" At 12" On Center ~ ~ At 6" On Center ---~~~ fJ ...J r ,,,,,,,,,,,,,,,, ,,,,,,,,,,,,,,, ,,,,,,,,,,,,,,, '''' ''' '''''' ,, ,,,,,,,,,,,,,, r SECTION THRU STANDARD SKYLIGHT ROOF PANEL ,----T Qpe SeQlQnt T Qpe SeQlQnt Stitch Screws Stitch Screws Skylight PQnel At 12" On Center T Qpe SeQlQnt At 12" On Cente Roof PQnel I-------J=:::==::::::::::~MeMber Screws ~ At 6'' On Center Insulo.tion TriM InsulQ tion FL -75 SECTION II AI/ InsulQ tion T ri FL-75 STANDARD SKYLIGHT PANEL INSTALLATION //////////////// /////////////// /////////////// ////////.1'///// //////l'/////1'/ InsulQ tio STEELBUILDING.COM , .. ,. t'IEV. DEe.cRif'TION DAre %1 DE5CF2lPTfON: D=t<1rl Fa~eo / M.JIZJIZi INDUSTRY DRIVE CUSTOMER< c" NORTH LITTLE ROCK. AR 12111 FHCNE 1·000-'MS-6512 LOCATION: / FAX 1-80ltl-'345·651':1 ~·y I DAn; [ CJ.Ec.Key I DATE / -~· r~:~VER r D~· ... r16!!UE " -- For 3070 For 4070 For 6070 1 f 1 /2" 0' 6 ANCHOR BOLTS ' - ,; -r- ;, -L- 'N ::::- N 1 1/2" 1 1/4" ~ 1 1/4" 3'-o 4'-0 6'-0 ANCHOR BOLT PLAN GIRT WALKOOOR DOOR HEADER SECTION THRU HEADER / SHEETING NOTCH DETAILS FOR WALKDOOR GIRT (FIELD CUT @ JAMB) MEMBER SCREW 2 (12x1 sds) each side. WALKDOOR DOOR JAMB SECTION AT 3'-8 GIRT INSTALLATION