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HomeMy WebLinkAboutApplication- Permitt GARFIELD COUNTY BUILDING, SANITATION, and PLANNING DEPARTMENT 109 Sth, Street, Suite 303 Gknwood Springs, CO 81601(970)945-8212 Job Address L � s >i . Nature of Work Building Permit Use of Building O_Orv(L 1.4, cA "--Q--(:"% Owner AAO .15. i• 0 No. 7860 ContraotorM Amount of Permits 1r3(a . LfCl Date --p_c_urA$ ?5 asa. --) y s 1 Clerk t vFet-ltAil2t 441-ek 3 fqxA.ctatipoy 64-4 aely4-tekkli ep,,g 4- Saz-T,_ a JF5. 25 ,250, `SSE -1636.(71, CV-- WOO lad i[a4- I - ROM : tuU(a-U-INCIE-1RCU J 041,914 4 ) l 11: 9P1P9A1P24c'5-1JOP1'PF'P F': 1'9 d GA DFIEL D COUNTY BUILDING PERMIT APPLICATION (NUMMI, (X./UNIY (OLENWOOD SPR NOS), COLORADO TELEPHONE: (970) 945.8212 C- p� INSPECTION SNE: (970):3 S 4-5003 PE NO. - O b PARCF.[JSCHEDULF_ .NQ. I Vi NU.� SUUBIVISWNIIIVN I - �V `�s El. -----� 12 3,01tesgr ii50uketc. I A-70,5 thuirri )?I6 c)A1L,o- . ;S'.wilt - 13I TP �r1 bm.ritl Po- i I5S1 s"vLt.Pew g,vr AC "_QO e4�- I>b: .r i Amer c.,- ,, . a � _ _. .."&"--N4 .x: I I Z Ci 2.44 Teo/se:.7 6.141 N� 4? ►1�'► co 1 D `il 50 5`)` I Scum 213 a 4.. . Oy1S i 00 1 [ ip„.....vrw i, q. K. olOt std Sire, P4-11 Ar =cur 1`T ' naaPr?lao.a 7 m `~` rroTte- ' Cc (Kip t r.5 siza 1'z. e.-, Wb' itt E t $ aw.alt roes. yea. ovornmo DAMNATION MOVA aarnve 9 MAIAk MOW aowcs w.oarODNICLO moon;` 1U OEVYIVAfTOW DON OTT I IAds romaatisrtics o�rµR �{ y�/� VAIAATNIKOO OTR I C7•-'' V -1 W VAwATNq IT )NZ1 5 Z7 NOTICE A EEPAAXIE CIECIRIGI. PbPMIT 11 P.IIMRID AND Karr le Nava BY THS MATY 0P CO OPADo. ?IAN CU= FEE: $ `f soy y / Q �^ *� PFEi�fff Fly /Sj f! J . / V .1( TIDO Mum BE.00ME8 NULL AND VOID IF wORK QI. CONSTRUCTION AUDI IIRF7ED it NDP COADARNDRD WMISNN RA DAYS, OR W CONSTRUCTION o1R WORT; IS SUSPENDED OR ABAAWONEb FOR AIMOD OF 110 DAYS AT ANY TIME IS . AFTER W(* � TOTAL FEEt it G . �,7 DATE PERMIT ISSUED; t Lf› I 1miY CERTIFY THAT 1 HAVE %RAD AND UAW= PED 110E APPl C iT10N AND Awi or snail= O VE 1D T1H$ I7TSL RUT CORRECT. AW Faias1 men= aov�N>NOTsat TYPE OF W011( WAL BE comm.= W117I Wl3Eli�t iPflC�D 118#$1!1 OR NOT. TIE Ci<tAN[a10 OF A PERM D011 NOT PREE[A11R TO CRVB AINTIOETTY TO V1C'..sLTEOR=Mlle PrOV':'.:3?L^"ANY .,''MAR STATE OR OCC: Ca°4- P: (j CONST: TYPE: V I �F ^ �( J LOCAL LAW RI!OULAT IQ CONSTRUCTION OR 11 PERFORMANCE OF 7NP/L-* . )41 DO 2101AIdCL SETBAt AI • �y r / �`'I 11.,&_.r Ift s . i,M2 , ,f„ f MANU. H : ISDS ND. K P• PE B�IdiElil ApMw.bD.r ' .. rw , 11 AcaumgoarT PBRI4EESION IS HEREBY MAN= TO THE APPLICANT AS OWNER. 0Ot t RAC[DIC AND/OR TPM mom OF THE CONIRACTOR.OR MIER To CONSTRUCT THE STAUCIIME AS DETAX.ED WHAMS AND SPECNICATIONS SUBSIIIIED TO AND ItEvIEWED Y THE BITEXKNO DEPARTMENT. IN CON1B]>BIATFON OAF 1E ISSUANCE OF THIS mum Tris IK 1. 1. HEREBY AGREES TO COMPLY WITH AIL EUBIl1NC cows ws AND LAND LME arouLATio s ADopTED gy CIARAffiLI) mammy PCIRIUANT TO AUTHORITY GIVEN IN 30.21.201 CIS AS mama TILE STONER FURTHER AGREES TEAT IF THE ABOVE LAD ONDINANCMS ARE NOT RELY COMTLIGD RT1H IN THE IACA1701K FESCIIoN CONSTRUCTION AND USE DE DEE ABOVE DESiKFBED 6TKUC URE. IME HAW i MAY THEN BE REVOKED BY NOME PROM TFIII000WIY AND THAT THEN AND THEM IT SHALL BECOME NULL. Atm VOID. THE 1SEUANCE OP A PERMIT BASED UPON ?LANE, SPECIFICATIONS AND OIHM DATA SHALT. NOT PREVENT THE BVBDDJO OFFICIAL FROM THERFAPIEK 112QOULD40Ths OOSSECT10N OP ERIC= Al LAID PLA/H. SPECflCATIONi AND MIER DATA OR PIO PREVDtri wo BUILDING OPERATION BEIND CARRIED ON TIERSONTA I vAiNN EN VIOLATION OF UQE CODS MANY OTIffii<ORDINANCE ORREOUTATTON OF THI310EIISDICTION. Tug REVIEW or TIff SU MITT D PUNS AND Isam,AT1OToo AND Dunce ioNE o Nnu lw THESEAFrn. DOBE NOT COMS1TTUrs AN ACCEPTANCE OF ANY TUISPONSEHLITTE5 OR LIAB)YMMi8S 11Y ()ARMED CCAIN Y FOR FJ.kOE.. OMISSIONS OK DISCREPANCIES. THE RESPONSIBMY FDR T ILIE ITEMI AND KQL EmENiATION LRMEDI° CONSTRVI"T1ON TUTS IP15CQICAILY WLTA TIIEB ARCHITECT. [1LSEPntauC BLtIIINEt AND OWNKit COMMENTS ARE 1WFP_Nnff) TO BE Dome tVATh'E Am, IN mania OF THROWERS pinion. ' µow 11 .ZEY:►C;” ;04. uu Iwo : uNi/1aiwiiu4f A( itAtt,rl1 ANO W1tUAL1 �� � : {PFJ 0 DEC -26-2000 02:20P FR©M:BLO PLRNGARCU 9(03845004 • , 10:9P1P970P2425330PF'PPP :91 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 ntust have handrails, guard rails on balconies or decks over 30" high constructed to all 1994 UBC requirements; 6, Outside grading done to where water will detour away from the building; 7. Exceptions to the outside steps, decks and grading may be made upon the demonstration of extenuating circumstances, i.e. weather, but a Certificate of Occupancy will not be issued until all the required items are completed and a final inspection made. A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. * * * *CANNOT OCCUPY OR USE DWELLING UNTIL A CERTIFICATE OF OCCUPANCY (C.O.) IS ISSUED. OCCUPANCY OR USE OF DWELLING WITHOUT A C,O. WILL BE CONSIDERED AN ILLEGAL OCCUPANCY AND MAY BE GROUNDS FOR VACATION PREMISES UNTIL ABOVE CONDITIONS ARE MET. I understand and agree to abide by the above conditions for occupancy, use iRd the issuance ofa Certificate of Occupancy for the dwelling under building permit # 81e bpcont ) Date x { EXISTIN PROPOSED BUILDING BUILDINGS EXISTING FENCE e� 8 T -z 3A,A4'-efi4 (;wfA/J6/' 7(.7,ted7 PROPOSED COMPRSSOR BUILDING SITE PLAN ® THE EXISTING WASATCH COMPRESSOR STATION SW/4, Section 33, Township 8 South, Range 95 West of the 8th P.M., Garfield County, Colorado. GONbritUCTION 8U S'/Er'e, INC. 0200I2 61,INl�I �LYD. SILT, GD 61b02 (t10J»16-8183 ?_'d S82'OF,! BARRETT RESOURCES CORP. 1058 COUNTY ROAD 215 PARACHUTE, COLORADO 81635 $3$ fOS3d 113d0d8 WdZS : E 000 ' TE ' 331 PROPOSED EXISTIN BUILDINGS �.x i EXISTING FENCE L_____ x _________-- x PROPOSED COMPRSSOR BUILDING SITE PLAN 0 THE EXISTING WASATCH COMPRESSOR STATION SW/4, Section 33, Township 6 South, Range 95 West of the 6th P.M., Garfield County. Colorado. t, ONVIRUCTION $Uf41/irre, INC. 0012 SUNOCO DLYD, 611.1, CO 6160 (S10)816-5953 BARRETT RESOURCES CORP. 1058 COUNTY ROAD 215 PARACHUTE, COLORADO g 81635 n.Tr. , n /no /nn 3$J110S38 ji g WdZS:E 03 •tz'033 1 DEC -26-2600 02:17f' FROM:BLDGPLANGARCO 9703845001 TO: 9P1P97OP248533OPPPPP P:3'9 AS of January 1, 1999: Plans to be included for a Building Permit, must be on draft paper at least 18"x 24" 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. 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. A window schedule. A door schedule. A floor framing plan, a roofing framing plan, roof must be designed to withstand a 40# per ft. up to 7,000 F.O.S. and an 80 M.P.H. wind. All sheets to be identified by number and indexed. All of the above requirements must be met or your plans will be returned. Applicants are required to indicate appropriately and to submit completed checklist at time of application for a permit: I. Is a site plan included that indicates the distance of the proposed building or addition to propetty lines, other buildings, set back easements and utility easements? Yes No Not necessary for project 2. Are the plans submitted for application construction drawings and not drawings that are stamped or marked identifying them as "Not for construction, for permit issuance only", "Approval drawings only", "For permit issuance only" or similar language? Yes A No_ Not necessary for this project 3. Does the site plan include the location, including the distances to property lines, wells, (on subject property and adjacent properties), streams or water courses of the I.S.D.S (Individual Sewage Disposal System) and has the system been designed, stamped and signed by a Colorado registered engineer? Yes No of iecessary for this project 4. Does the site plan indicate the location and direction of the State, County or private road accessing the property? Yes,, No Not necessary for this project__ 2 DEC -26-2300 ee:18P FROM :ELCX PLANGARCO 9703845004 TO: 9P1P97E1P242533* PPPP P:4'9 5. Do the plans include a foundation pian indicating the size, location and spacing of all reinforcing steel in accordance with the uniform building code or per stamped engineered design? Yes 1X No Not necessary for this project 6. If the building is a pre-engineered structure, is there a stamped, signed engineered foundation plan for this building? Yes X No Not necessary for this project 7. 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 4 8. Do the plans indicate the size and location of the ventilation openings for the attic, roof joist spaces and soffits? Yes NoNot necessary for this project A 9. Do the plans include design loads as required under the Uniform Building Code for roof snowlc s, (a minimum of 40 pounds per square foot in Garfield County)? Yes A No Not necessary for this project 10. Do the plans include design loads as required for floor loads under the Uniform Building Code Section 2304 and Tables 23-A and 23-B? Yes No Not necessary for this project 11. Doe the plan include a building section drawing indicating foundation, wall, floor and roof construction? Yes )( No Not necessary for this project 12. Is thed speed and exposure design included in the plan? Yes � No Not necessary for this project__ 13. Does the building section drawing include size and spacing of floor joists, wall studs, ceitin8ipists, roof rafters or joists or trusses? Yes J�. No Not necessary for this project 14. Does the building section drawing or other detail include the method of positive connection of all columns and beams? Yes No Not necessary for this project 3 OEC -26-2000 02:18P FROM: BLOGPLANGARCO 9703E145004 10: 9P1P9T0Pa425340PPPPP P: 5'9 r • 15. Does the plan indicate the height of the building or proposed addition from the highest point of the building or addition measured at mid span between the ridge and the cave down to existing grade contours? Yes !� No Not necessary for this project__ 16. Does the plan include any stove or zero clearance fireplace planned for installation including make and model and Colorado Phase 11 certifications or Phase 11 EPA certification? Yes No Not necessary for this project X 17. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the Uniform Building Code Chapter 37? . Yes No Not necessary for this project J( 18. Does the plan include a window schedule or other verification that egress/rescue windows from sleeping rooms and/or basements comply with the requirements of the Uniform Building Code? Yes X _ No Not necessary for this project-- 19. Does the plan include a window schedule or other verification that windows provide natural light and ventilation for all habitable rooms? Yes )( No Not necessary for this project 20. 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? Yes No Not necessary for this project, fC 21. Do the plans include a complete design for all mechanical systems planned for installation in this building? Yes No Not necessary for this project X 22. Have all areas in the building been accurately identified for the intended use? (Occupancy as identified in the Uniform Building Code Table 5-A) Yes )( NoNot necessary for this project 23. 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 2\ 4 DEC -26-2000 02:19P FROM:BLDGPLANGARCO 9703645004 T0: 9P1P970P2425:3:30PPPPP P:6'9 • 24, 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__ 25. 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 sexes? Yes No Not necessary for this project_ k 26. Do the plans indicate that restrooms and access to the building are handicapped accessible? Yes No Not necessary for this project A 27. Have two (2) complete sets of construction drawings been submitted with the application? Yes No Not necessary for this project 28. Have you designed or had this plan designed while considering building and other construction code requirements? Yes )c No Not necessary for this project 29. Does the plan accurately indicate what you intend to construct and what will receive a final inspection by the Garfield County Building Department? Yes t No 30. Do you understand that approval for design and/or construction changes are required a& the implementation of these changes? Yes No 31. 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 "septic System" fees required, at the time you pick up your building permit? Yes X No 32. Are you aware that you are required to call for all inspections required under the Uniform Building Code including approval on a final inspection prior to receiving a Certificate of Occupancy and occupancy of the building? Yes ' No 33. Are you aware that the person signing the Permit Application whether the "Owner", "Agent of the Owner", "General Contractor", "Contractor" or otherwise, signing the application is the party responsible for the project complying with the Uniform Codes? Yes) No DEC -26-2000 02:19P FRUM:BLDGPLANGARCO 9703845004 TO:9P1P970P2425330FVPPP P:?'9 34. 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 4:00 p.m. the day before. Failure to give twenty-four (24) hour notice for inspections will delay your inspection one (1) day. Inspections are to be called in to 384-5003. 35. Are you aware that prior to issuance of a building permit 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 Department at 625-8601. Yes p( No 36. Do you `understand that you will be required to hire a State of Colorado Licensed Electrician and Plumber to perform installations and hookups? The license number will be required at time of inspection. Yes A. No 37. 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 issuance i5fte building permit? Your attention in this is appreciated. Yes No I hereby acknowledge that I have read, understand, and answered these questions to the best easy ability, Si -;z1 D date Phone:q 70 ,R'iL3 -'64iays); q ?D D2 (evenings) Project Name: S 0 t& h.0 Project Address: w A S A 7 e f -F Conti s o2, Sy�4�`7a� 6 DEC -26-2000 02:20P FROM:BLDGPL.ANC CO 9703845004 TC9:9P1P970P242S338PPPPP P:8'9 ti y r 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 permit. 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 01/00 7 c R H RAd \ OT F-- S THE STRUCTURE UNDER THIS CONTRACT HAS BEEN DESIGNED FOR THE LOADS AND CONDITIONS SHOWN ON THESE DRAWINGS- CONSULI B&C STEEL CORP, BEFORE ANY ALTERATION TO THE STRUCTURAL SYSTEM IS DONE OR REMOVAL OF ANY COMPONENT PARTS, OR TH ADDITION OF OTHER CONSTRUCTION MATERIALS OR LOADS. B&C STEEL WILL ASSUME NO RESPONSIBILITY FOR ANY LOADS THAT ARE NO INDICATED. THIS METAL BUILDING IS DEShGNED IN ACCORDANCE WITH STANDARD PRACTICES WHICH ARE BASED UPON PERTINENT PROCEEDURE ANI RECOMMENDATIONS OF THE FOLLOWING ORGANIZATIONS & CODES: 1, THE AMERICAN INSTITUTE OF STEEL CONSTRUCTIQN: "SPECIFICATION FOR THE DESIGN, FABRICATION & ERECTION OF STRUCTURAI STEEL FOR BUILDINGS." 2. AMERIQAN IRON & STEEL INSTITUTE` "SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS", 3. AMERICAN WELDING SOCIETY: "STRUCTURAL WELDING CODE:" AWS D1.1 4 METAL BUILDING MANUFACTURER'S ASSOCIATION: "LOW RISE SYSTEM BUILDING MANUAL." MATERIAL PROPERTIES OF STEEL PLATE AND SHEET USED IN THE FABRICATION OF PRIMARY RIGID FRAMES AND ALL PRIMARY STRUCTURAI FRAMING MEMBERS (OTHER THAN COLD -FORMED SECTIONS) CONFORM TO THE CHEMISTRY REQUIREMENTS OF ASTM -A36 WITH MINIMUM YIELi POINT OF 50 K.5.1, FOR FLANGE & WEB AS REQ'D. BY DESIGN. MATERIAL PROPERTIES OF COLD -FORMED LIGHT GAGE STEEL MEMBERS CONFORM TO THE REOUIREMENTS OF ASTM A-570, GRADE 55 WITH A MINIMUM YIELD POINT OF 55 K,S.1. STRUCTURAL JOINTS WITH A.S.T.M. A-325 HIGH STRENGTH BOLTS WHERE INDICATED ON THE DRAWINGS SHALL BE ASSEMBLED & THE FASTENERS TIGHTENED IN ACCORDANCE WITH "TURN -OF -NUT" METHOD AS DESCRIBED IN THE SPECIFICATION FOR STRUCTURAL JOINTS USINC A.S,T.M. A-325 OR A-490 BOLTS (11-13-85) UNLESS OTHERWISE NOTED. ALL STEEL MEMBERS EXCEPT BOLTS & FASTENERS SHALL RECIEVE ONE SHOP COAT OF IRON OXIDE CORROSION INHIBITIVE PRIMER (UNLESS SPECIFIED OTHERWISE IN THE CONTRACT DOCUMENTS). =SPO\ • SBL TI -�S APPROVAL OF B & C STEEL CORPORATION DRAWINGS INDICATE THAT B & C STEEL CORP. CORRECTLY INTERPRETED AND APPLIED THE REQUIREMENTS OF THE CONTRACT DRAWINGS AND SPECIFICATIONS. WHERE DISCREPANCIES EXIST BETWEEN THE B & C STEEL PLANS AND THE PLANS FOR OTHER TRADES, THE STRUCTURAL STEEL PLANS SHALL GOVERN. (SECT. 4,2.1 AISC CODE OF STANDARD PRACTICE 9TH ED.) DESIGN CONSIDERATIONS OF ANY MATERIALS IN THE STRUCTURE WHICH ARE NOT FURNISHED BY B & C STEEL CORP. ARE THE RESPONSIBILITY OF THE CONTRACTORS AND ENGINEERS OTHER THAN B & C STEEL. CORP. UNLESS SPECIFICALLY INDICATED BUILDING LOADS / DESCRIPTION: ROOF PANELS: WIDTH: 36 LENGTH: 40.666 HEIGHT: 16.5 /19.5 (BUILDING DIMENSIONS ARE NOMINAL. REFER TO PLANS). COLOR: NEED COLOR WALL PANELS: THIS STRUCTURE IS DESIGNED UTILIZING THE LOADS INDICATED COLOR: NEED COLOR AND APPLIED AS REQUIRED BY : UBC97 W/MBMA86 WIND LOAD APPLICATION PER ICBG ij4018. TRIM COLORS: THE CONTRACTOR IS TO CONFIRM THAT THESE LOADS COMPLY GABLE: NEED COLOR WITH THE REQUIREMENTS OF THE LOCAL BUILDING DEPARTMENT. CORNER: NEED COLOR ROOF DEAD LOAD: 2 PSF (ROOF PANELS & PURLINS) COLLATERAL LOAD: 0 PSF SAVE: NEED COLOR ROOF LIVE LOAD: 0 PSF FRAMED OPENINGS: NEED COLOR ROOF SNOW LOAD: 45 PSF BASIC WIND SPEED: 90 MPH ,EXP: - SEISMIC ZONE: 1 CRANE INFO (IF APPLICABLE) CRANE TYPE: CRANE CAPACITY: IMPORTANCE FACTORS': WIND LOAD: SNOW LOAD: SEISMIC LOAD OTHER 1 00 1 .00 1 00 TONS LINER COLOR: COLOR: SOFFIT COLOR: COLOR: SPECIAL NOTES: P.O. BOX 1099 - SCOTTSBLUFF, NEBRASKA 69363-1099 PH: (308) 632-6188 FAX: (308) 632-7172 APPROV&: r SIMOJeCT TO NO11 D alCUPTIONS & INr i ECTION7- GARFYELD COW 'iy SURDDOR�LNQ DEPAR *(:)/ By --.( ELD CO NO ECfON wmsOin of MIN Owes C PURCHASER: PROJECT: JOB NUMBER: TPI Barrett Resources 1036 5 1/2'- 40'-11" OUT—TO—OL X-- Bra cin g N $ 2'-1 1/2" N 5 1/2"� rood c E E lo of H A C D D X—Bracing 14'-0" b GENERAL NOTES (1.) DIMENSIONS AT FRAMED OPENINGS ARE TO THE FACE OF THE JAMB, NOT TO THE ANCHOR BOLTS- REFER TO DETAILS ON SHEET A2 FOR FRAMED OPENING BOLT PLACEMENT. (2 ) REEER TO SHEET A2 FOR REACTIONS ANCHOR BOLT DETAILS AND ANCHOR BOLT SUMMARY_ FINIS E ANCHOR BOl NOTE: All Bose OF CONCRETE Low Eove �5 1/2" TOP OF WALL ELEV = 100'-6" (TYP.) FLOOR ELEV = 100.-0"—Th ro 00 24'-0" ]' 5 1/2" 26'-0" 1.0 SETTING PLAN es 0 100'-6"(U.N.) 5 1/2" n/ High Eove 0 Dia= 1/2" ® Dia= 3/4" DEC 13 2000 STEEL EST HED 1946 GERING, NE PURCHASER: TPI PROJECT: Barrett Resources DWG BY: NILE DATE: 17./17./()0 JOB NO: 1036 CHK BY: DATE/27./02-4,0 ,owc: A-1 Da = 3/4" N • ▪ • DETAIL A Bose EL. 100'-6" Dia= 1/2" 1,3 1/2" DETAIL E Base EL. 100'-6" Dia= 3/4" — -- 4" sw L 2" 1 1/2 4" DETAIL B Base EL. 100'-6" 1 1/2" Dio= 3/4" H 1 1/2" 1 1/2. DETAIL C Base EL. 100'-6" io= 3/4" 8" DETAIL D Base EL. 100'-6" PER O1v1I 801 12 STEEL LINE ANCHOR BOLT SUMMARY .11 rotor Ont Loc Dia Len Proj (in) (in) (in) O 8 DJ 1/2" 10.00 2.00 El 8 EW 3/4" 15.00 2.50 O 8 RF 3/4" 15.00 2.50 GENERAL NOTES 1 ANCHOR BOLTS AND OTHER EMBEDDED ITEMS INCLUDING MASONRY FASTENERS AND POWER FASTENERS ARE NOT BY B&C STEEL CORP. 2. FOUNDATION DESIGN AND OTHER CONCRETE DESIGN WORK IS NOT BY 8&C STEEL CORP. (CONSULT A LOCAL ENGINEER FOR DESIGN F THE FOUNDATION AND CONCRETE WORK). ;ETER SHEETING NOTCH DETAIL AS SHOWN ON THE ANCHOR SETTING PLAN RIGID FRAME REACTIONS (k ) DL + CL+ LL DL 4 CL + LL DL + WL WL 5.8 DL WL 5.9 22.9 2.1 8.8 5.4 ENDWALL COLUMN REACTIONS(k ) MAXIMUM VERTICAL DL+CO+LL MAXIMUM VERTICAL DL+WL MAXIMUM HORIZONTAL DL+WL = 14.0 = -5.9 = 2.4 BRACING REACTIONS, PANEL SHEAR Bracing (k ) Panel Shear Wall Cor Horiz Vert Load of Id Id Reoctn Reoctn Bose Angle (Ib/ft) 1 1 C 1 ,2 2.5 3.1 3 120 A 1 .2 2.4 2.4 NOTES FOR REACTIONS Building reactions ore based on the following building data: Width (ft) = 36.0 Length (N) = 40.7 Eove Height (ft) = 16.5/19.5 Roof Slope rise/12 ) = 1.0 Dead Lood (psf ) = 2.0 Collateral Lood (psi ) = 0.0 Live Lood (psf ) = 0.0 Snow Load (psf ) = 45,0 Wind Speed (mph ) = 90.0 Wind Code = MBMA 86 Exposure = - Closed/Open = C Importance = 1.00 Seismic Zone = 1 B&C STEEL ESTABLISHED 1946 GERING, NE PURCHASER: TPI PROJECT: Barrett Resources DWG BY: /ILL DATE. 17/17/00 Joe NO: 1036 CHK BY: DATE: /2/2 - DWG: A-2 SPLICE BOLTS Splice Mark Top Of Plate Qnt Typ Dia Len Bottom Of Plate Qnt Typ Dia Len Sp- 1 Sp- 2 4 A325 0.750 1.75 4 A325 0.750 1.75 4 A325 0.750 1.75 4 A325 0.750 1.75 \./FLANGE BRACES: Both Sides(U.N,) AFBxxA(1): xx g ngth(in), (1)=one side - 12 -5 1/4" 9 SP® FB43A 1) 6" CURB (TYP.) 4•01. c GENERAL NOTES: 1. STRUCTURAL JOINTS WITH A_S.T.M. A325 HIGH STRENGTH BOLTS SHALL BE ASSEMBLED & TIGHTENED ACCORDING TO THE "TURN -OF -NUT" METHOD AS DESCRIBED IN THE SPECIFICATION FOR STRUCTURAL JOINTS USING 4325 OR A490 BOLTS, UNLESS OTHERWISE NOTED. 2. FLANGE BRACE HOLES IN CIRTS AT S4DEWALL (IF REO'D) MUST BE FIELD LOCATED AS REO'D. SEE DETAIL SHEETS FOR MORE INFORMATION. 32'-6 Clea r� 36'-0" OUT -TO -DI FRAME CROS-- FOR ROS`FOR FRAME PIECE WEB DEPTH MEMbt< StLE IAULL (inj WEB PLATE RF1-1 RF1 -2 RF1-3 7.5/112.5 12.5/20.0 20.0/20.0 20.0/20.0 20.0/20.0 20.0/20.0 20.0/13.9 13.9/ 7.5 START END THICK 0.188 0.188 0.188 0.188 0.188 0.188 0.188 0.188 LENGTH OUTSIDE FLANGE W x T x LEN INSIDE FLANGE W x T x LEN 63.9 119.0 119.0 119.0 119.0 36.0 119.0 98.2 5 x 1/4" x 181.2 5 x 1/4" x 20.3 5 x 3/8" x 391.3 5 x 1/4" x 20.3 5 x 1/4" x 217.2 5 x 3/8" x 159.6 5 x 3/8" x 391.3 5 x 3/8" x 192.1 3'-5 1/4" -3" :e +/- 17-6" CLEAR + rn I L U 1'-8 5/8" OF STEEL SECTION NE 1 2 C E C 1 3 2000 BSC STEEL EST1D 1946 GERING, NE PURCHASER: TPI PROJECT: Barrett Resources DWG BY: 11LL 'DATE 17/1?/(1() JOB Na 1036 CHK BY: DATE: DWG: E-1 40'-8" OUT -TO -OUT OF STEEL 1 RF1 -3S RF1-3 SIDEWALL FRAMING: LINE C 24'-0" 40'-8" OUT -TO -OUT OF STEEL I mow, EC -4 cno GENERAL NOTES: ERECTION REQUIREMENTS, 1. FOR CABLE BRACING DETAILS SEE DETAIL DRAWINGS. 2. FOR FRAMING DETAILS SEE DETAIL DRAWINGS. 3. FIELD SLOT FLUSH MOUNT NTS FOR CASLF1 BRACING AS REQUIRED. Field -1D" I RF1 - 1 SIDEWALL FRAMING: LINE A I I I I G-12 I G -h0 I I G-12 0 1-- I I I CN I WH -46 l I G-12 0,'1' I °e, G G 10 BA12 I mow, EC -4 cno GENERAL NOTES: ERECTION REQUIREMENTS, 1. FOR CABLE BRACING DETAILS SEE DETAIL DRAWINGS. 2. FOR FRAMING DETAILS SEE DETAIL DRAWINGS. 3. FIELD SLOT FLUSH MOUNT NTS FOR CASLF1 BRACING AS REQUIRED. Field -1D" I RF1 - 1 SIDEWALL FRAMING: LINE A GF -2 I I I I I I i I I I BF— 1 4„ Panel Start Panel Start SIDEWALL SHEETING & TRIM: FRAME LINE C PANELS: 26 Go. B — NEED COLOR EF --1 ++ II I 1 ... 11111.1 0 1 D Ili 1U 0 1 in 0 1 ID 0 1 ID 0 I io 0 I io 1411 HS -1 0 i 0 0 I 0 I 0 I o I a' oa oo, a) ) I 1 BF— 1 4„ Panel Start Panel Start SIDEWALL SHEETING & TRIM: FRAME LINE C PANELS: 26 Go. B — NEED COLOR EF --1 ++ II I 1 ... 0 1 D 0 I C 0 1 n 0 1 in 0 1 ID 0 1 ID 0 I io 0 I io 1411 BF -1 4. 4" Panel Start Panel Start SIDEWALL SHEETING & TRIM: FRAME LINE A PANELS: 26 Go. B — NEED COLOR BSC STEEL BIM 1946 GERING, NE PURCHASER: TPI b E C 1 3 2000 PROJECT: Barrett Resources DWG BY: NULL DATE: 17/17/()() JOB NO: 1036 CHK BY: DATE: DWG: E-2 36'--0" OUT -TO -OUT OF STEEL 0 18'-0" 18'-0" RA1 2 G-3 DH -1 a N O G-4 G-4 G-4 G-7 6-1 G-6 G-5 BA12 I EC -1 3070SFWD 1, Field 3'- 10" 12'-0" sI 4' 0" 3'-D" LF1ELD I ENDWALL FRAMING: FRAME LINE 1 36'-0" OUT -TO -OUT OF STEEL 18'-0" B 18.-0" r-, G-8 — .- I RA12 I ER- 1 G-8 G-8 I I 0-8 G-8 WH -46 N N I 1 G-8 �j WH -46 N N 1 1 r BA 12 H EC -2 GENERAL NOTES: ERECTION REQUIREMENTS: 1. FOR CABLE BRACING DETAIL SEE DETAIL DRAWINGS. 2. FOR FRAMING DETAILS SEE DETAIL DRAWINGS. Field I 3'-10_ EC -3 ENDWALL FRAMING: FRAME LINE 3 Field EC -4 12 CP -1 ❑I GF -1 CP -1 i ❑ o, O I I 74 - HS -1 HS -1 h HS -1 u_ HS -1 HS -1 -cot BF -1 ENDWALL SHEETING & TRIM: FRAME LINE 1 PANELS: 26 Ga. B -- NEED COLOR CP—, ❑ GF -1 N co HS -1 HS -1 N r CP -1 0 c▪ o 'to HS -1 HS -1 BF— 1 ENDWALL SHEETING & TRIM: FRAME LINE 3 PANELS: 26 Go. B — NEED COLOR DEC 1 3 2000 B&C STEEL 1946 GERING, NE PURCHASER: TPI PROJECT: Barrett Resources DWG BY:'ILL DATE: 1?/'f?/(7() JOB NO: 1036 CHK BY: DATE: DWG: E-3 40'-8" OUT -TO -OUT OF STEEL 14'-0„ RF1-1S E-4 RF1 -1 N Q� RF1 -2S • RF1-35 PURUN LAP GENERAL NOTES: ERECTION REOUIREMENTS . FOR CABLE BRACING DETAILS SEE DETAIL DRAWINGS, . FOR FRAMING DETAILS SEE DETAIL DRAWINGS. E_1 RF1--3 2'-1 3/4" 2'-1 3/4" PURUN BRID' ROOF FRAMING PLAN _Q. 2(Typ) 1 ER -1 I I I � I JG ANGLE (8A-200)(TYP) ROOF SHEETING DEC 13 2000 BSC STEEL BUSHED 1946 GERING, NE PURCHASER: TPI PROJECT: Barrett Resources DWG BY: ILL DATE: 17/17/00 JOB NO: 1036 CHK BY: DATE: DWO E-4 EAVE STRUT (E- ) 1/2" DIA. BOLTS ENDWALL RAFTER (ER- ) (4) 5/8" x 1-3/4" A325 BOLTS CORNER COLUMN (EC- ) (2) 1/2" DIA. BOLTS - PURLIN (P- ,) ENDWALL RAFTER (ER- ) (2) 5/8" x 1-3/4" A325 BOLTS ENDWALL COLUMN (EC- ) CORNER COLUMN TO RAFTER/FLUSH GIRTS FD -1 ENDWALL COLUMN TO RAFTER S.W. GIRT CORNER COLUMN 1/2" DIA. BOLTS E.W. GIRT • • SHOP WELDED SHEETING ANGLE E.W. GIRT 1/2" DIA. BOLTS 4 1/4" 4 1/4" E.W. COLUMN GIRT TO CORNER COLUMN CONN. FD -5 GIRT TO ENDWALL COLUMN NUT FLAT WASHER HILLSIDE WASHER EYE BOL T BRACE GRIP (WRAP AROUND CABLE) CABLE BRACE EYE --- .101.041WM13l STANDARD CABLE BRACE ASSEMBLY DETAIL FD FD- D-' PURLIN (P— EN DWALL P— ENDWALL RAFTER (ER— ) (4) 5/8" x A325 80 (2) 1/2" DIA. BOLTS �„ _..z or, 1— �I (4) 5/8" x 1-3/4" A325 BOLT ENDWAL COLUMN (EC— ) /Lfi DWALL RAFTER PEAK CONN. w/ COL. PURLIN (P— ) (2) 1/2" DIA. BOLTS ENDWALL (ER— ) R PURLIN (P— ) ENDWALL RAFTER (ER— ) (2) 1/2" DIA BOLTS (8) 5/8" x 1-3/4" A325 BOLTS FD (8) A.325 BOL /8" 1 —3/4" RAFTER PEAK CONN. w/out COL. PURLIN (P— ) ‚Fil (2) #12 SCREWS 1 e BA -20 GIRT SAG ANGLE. ATTACH TO GIRT AS REQ'D. AND TO NEAREST PURLIN ABOVE. #12 SCREW 11 FD- RA -12 ENDWALL RAFTER (ER— ) `ENDWALL / GIRT (G— ) ADWALL RAFTER SPLICE DETAIL FD ' ENDWALL GIRT SAG ANGLE DETAIL FD -8 BSC STEEL ESTABLISHED 1946 GERING, NE PURCHASER: TPI PROJECT: BARRETT RESOURCES DWG BY: M LL CHK BY: DATE: 1?/171 0{) DATE: JOB #: 1036 DWG: D-1 ENDWAL USED AS 000R JAM COLUMN VERHEAD IF NOTCH 15 REVD. OMIT AT OPENING 3/4" DIA. CHOR BOLTS T 1- 0 W. COL. USED AS DR. JAMB GCA -2A FD (2) 1/2" DIA. BOLTS GIRT JAMB DOOR JAMB IF NOTCH IS REVD. OMIT AT OPENING (2) 1/2" DIA. ANCHOR BOLTS OVERHEAD DOOR JAMB SHOP WELDED PLATE FD -2 (2) 1/2" DIA. BOLTS JAMB HEADER 4 1/4" GIRT TO O.H. DR. JAS GIRT 7-0" DOOR JAMB TO GIRT FD -6 HEADER TO JAMB FD -7 SELF -FRAMING WALKD( DOOR JAMB ELDED GIRT t i/2" DIA. TS B FD -3 IELD DRILL 9/16" DIA. OLES IN GIRT FOR (2) /2" DIA. BOLTS -- CLIP: DC -12 TOP OF DOOR FRAME EAVE PURLIN CLIP: JC -L OR JC -R CLIP: JC -R (SHOWN) JC -L (OPP. HAND). FRONT VIEW JAMB TO EAVE PURLIN SIDE VIEW PURLIN FD- 4 ENDWALL RAFTER (2) 1 /2" DIA. BOLTS DOOR JAMB )R/GIRT I FD -8] JAMB TO ENDWALL RAFTER -13 (2) 1 DIA. BOLTS JAMB TO HEADER COLUMN BOLTS CLIPS TOGETHER ALONG WITH MINI GIRT JAM B JF JAMB TO COLUMN FD -1 DEC 13 2000 BSC STEEL ESTABLISHED 1946 GERING, NE PURCHASER: TPI PROJECT: BARRETT RESOURCES DWG BY: /ILL CHK BY: DATE: 17/12/00 DATE: JOB #: 1036 DWG D-2 URLiN 6'-3 —1/2" TOTAL LAP 3'-1-3/4" .FLANGE BRACE (FE— ). USE 1/2" DIA. BOLT AT EACH END. NOTE: FLANGE BRACE SHOWN ON ONE SIDE BUT MAY BE REQUIRED BOTH SI SEE E FOR PURLIN LAP USE (8) 1/2" DIA. BOLTS. PURLIN 4'-3-1/2" TOTAL LAP 2'-1 —3/4" ,1 FLANGE BRACE FB— ). USE 1/2" DIA. BOLT AT EACH END. NOTE: FLANGE BRACE SHOWN ON ONE SIDE BUT MAY BE REQUIRED ON BOTH SIDES, SEE E-1 3'- O" FOR PURLIN LAP USE (8) 1/2" DIA. BOLTS. 3 1/2" PURLIN LAP/RAFTER FLANGE BRACE FD MAIN FRAME COLUMN SIDEWALL GIRT 4 1/4" GIRT TO COLUMN CONNECTION #12 x 1 1/4" S.D.S. AT EAVE STRUT & EACH PURLIN. RAKE ANGLE (RA -12) 4 1/4" (2) 1/2"m BOLTS EAVE STRUT FD -5 SHOP WELDED CLIP FI (h 1 A�. B C R 6 4'-3 1/2" PURLIN LAP/RAFTER FLANGE BRACE IFD-2 j LANGE CE NOTE: FL E BRACE SHO ON ONE SIDE BUT MAY BE REQUIRED ON BOTH SIDES, 1 SEE E-1 MAIN FRAME COLUMN GIRT (TYP) 4 1/4" 4 1/4" NO : FIELD DRILL HOLE IN GIRT FOR FLANGE BRACE CON TION SH GIRT TO COL. CONN./COL. FL. BRACE J FD - #1 2 D EAVE STRUT (2) 1 /2"c6 BOLTS EAVE STRUT SHOP WELDED CLIP EAVE STRUT CONNECTION AT ENDWALL D-9 SAVE STRUT CONNECTION AT MAIN FRAME FD -10 URLIN 2'-3-1 /2" TOTAL LAP 1-3 EAVE STRUT #12 X 1 1/4" S.D.S. FIRST PURLIN NGE BRACE ). USE )" DIA. BOLT EACH END. ATE: FLANGE ACE SHOWN ONE SIDE T MAY BE QUIRED E E E FOR PURLIN LAP USE (8) 1 /2" DIA. BOLTS. 3'—O" 3 1/2" PURLIN LAP/RAFTER FLANGE BRACE 1 FD FLANGE BRACE OTE: • .NGE :ACE SH N ONE SID JT MAY BE ON DTQH1 IRSIDES. E E-1 WALL SAG ANGLE GIRT #12 X 1 1/4" S.D.S. PURLIN BRIDGING ANGLE NOTE: WHERE WALL SAG ANGLE LINES UP WITH ROOF PURLIN BRIDGING ANGLE, ATTACH WALL SAG ANGLE TO PURLIN BRIDGING ANGLE. WHEN WALL SAG ANGLE AND PURLIN BRIDGING ANGLE DO NOT LINE UP THEN ATTACH A LONG PIECE OF BRIDGING ANGLE TO EAVE STRUT do FIRST PURLIN. • NOTE: ALL WALL SAG ANGLE AND PURLIN BRIDGING ANGLE IS 1" X 1" X 1/8" 4 X 20'—O" (BA -200). PURLIN BRIDGING & GIRT SAG ANGLE DETAIL FD -4 MAIN FRAME CUMN RT (TYP) 1/4A_ 1/4" NOTE: FIELD DRILL HOLE IN GIRT FOR FLANGE BRACE CONNECTION. EAVE STRUT FIRST PURLIN PURLIN BRIDGING ANGLE #12 X 1 1/4" S.D.S. (TYP) NOTE: ALL PURLIN BRIDGING ANGLE 15 1" X 1" X 1/8L ) X 20'--0" (BA --200). PASS GIRT TO COL. CONN./COL. BRACE PURLIN BRIDGING ANGLE DETAIL FD -8 DEC 13 2000 ESTABLISHED PURCHASER: TPI B&C STEEL PROJECT: BARRETT RESOURCES 946 BY: M Lt_ DATE: 17/17/00 JOB #: 1036 GERING NE CHK BY: DATE: DWG: D-3 ENDWALL PANEL #14X7/8" S.D.S. AT 12" O.C. TRIM: CF -1 LINER PANEL IF APPLICABLE TRIM; ICF -1 w/#14X7/8" S.D.S. AT 12" 0.C. SIDEWALL PANEL NOTE: LINER DETAILS ONLY APPLY IF LINER IS APPLICABLE. CORNER FLASHING DETAIL OUTSIDE CLO, URE RC -1 4" TYP AT �2/8 S FD- 1 FLASHING DIMENSION 1:12 2-9/16" 2:12 3-3/16" 3:12 3-3/4" 4:12 4-5/15" 5:12 5" 6:12 5 5/8" EAVE PURLIN #12X1-1/4" S.D.S. EF -1 #14X7/8"SDS AT 12" O.C. OUTSIDE CLOSURE SIDEWALL PANEL INSIDE CLOSURE ROOF PANEL /12X1-1/4" S.D.S. PURLIN BRIDGING ANG (BA -200) CONTINUOUS ACROSS PEA' •TTACH TO EACH PURLIN AND TO EA ►- EAVE STRUT AT EACH SIDEWALL. GE CAP TRIM & PURLIN BRIDGING 4 BASE ANGLE (BA -12) PER DRIVEN FA NERS (BY . HERS) ASE DETAIL WITH NOTCH J FD - FD EAVE FLASHING DETAIL FD - EXTERIOR PANEL INSIDE CLOSURE 12X1-1/4" D.S. AT 6" 0-C. HS 1 EXTERIOR PANEL 12X1-1/4" .D.S. AT 12" O.C. HEADER LINER PANEL 12X1-1/4" S.D.S. AT 12"O.C. HS- 1 DOOR OR WINDOW FRAME WJF- 1 LINER PANEL (IF APP). �L #12X1-1/4" S. D. S. AT 12" O.C. WJF- 1 .JAMB JAMB & HEADER FLASHING DOOR OR WINDOW FRAME FD -6 EXTERIOR WALL PANEL #12X1-1/4" S.D.S. INSIDE CLOSURE 8F-1 BASE ANGLE (BA- 1 2) POWER DRIVEN FASTENERS (BY OTHERS) BASE DETAIL @ CONCRETE CURB ED -10 EXTE WALL PANEL \I #12X1-1/4 S.D.S. INSIDE CLOSURE INE PANT BASE GIRT (G- P ER DRIVEN FA NERS (BY HERS) ASE GIRT DETAIL FLASHING PANEL 1 6 5/8' 3' I/4" 3 3/8' 2:12 3:12 7 7 ' 4:12 8 3/8' NEV 5:12 9" 5 6:12 9 5/8 6 1/8 658" EDGE OF EAVE STRUT GUTTER STRAP AT 36" O.C. w/3 -;#14x7/8" S.D.S. EAV E PURLIN TRIM: SE TRIM: SG SIDE CLOSURE ROOF PANEL 1912X1-1/4" B.D.S. 1 7/8"SDS 12 0.C. OUTSIDE CLOSURE WALL PANEL 'SAVE W/GUTTER DETAIL (1:12) STEEL LINE #14X7/8" S.D.S. AT 12" 0.C. TAPE MASTIC #12X1-1/4 S.D.S. GF- 1 RA -12 #12X1-1/4" S.D.S. #14X7/8" S.O.S. AT 12" 0.C. OUTSIDE CLOSURE WALL PANEL E.W. RAFTER PURLIN #12X1-1/4" S.D.S. SHOP WELDED ANGLE LINER PANEL FD GABLE FLASHING DETAIL FD -4 EXTERIOR PANEL - - INSIDE CLOSURE HS 1-- -- #14X7/8" S.D.S. HEADER LINER PANEL #14X7/8" S.DS. HS -1 SEL F-FRAMIN G DOOR KIT FRAME FIELD CUT GIRT AT OPENING EXTERIOR LINER PANEL PANEL (IF APP). #14X7/8" F 1!14X7/8" S.D.S S.D.S. AT 12 0.C. WJF- 1 lJi.,,,; WJE -1 12X1-1/4" SELF-FRAMI NG S.D.S. T 0 DOOR KIT FRAME FASTEN GIRT TO DOOR FRAME (TYP) JAMB EXTERIOR PANEL INSIDE CLOSURE LINER ANGLE (LA -100) LINER PANEL LC -1 #14X7/8" S.D.S. #12X1-1/4" S.D.S. HS 1 EXTERIOR PANEL 1914X7/8" S.D.S. WJF- 1 - HEADER JAMB OHF- 1 POP RIVET OR SCREW LIN ER PANEL (1F APP) TRIM PANEL TO FIT BETWEEN DOOR TRACK ANGLE AND "C" JAMB -H io ELF -FRAMING JAMB & HEADER FLASHING FD -7 OVERHEAD JAMB & HEADER FLASHING #14x7/8" SDS- �+ OUTSIDE CLOSURE 711 1111 #14x7/8" S.D.S. (12" 0.C) LC -1 INER PANEL R ANGLE 100) N TO STRUT NOTCH DOWNSPOUT AA' AND BEND AS SHO,, THEN SCREW OR OP R{VET IN PLAC 2 7/8" THIS DETAIL SHOW 0 TO CUT THE BOT 4M OF THE DOWNSPO AND BE IT TO CREAT AN ELBOW. J,E(BOW DETAIL FD - B&C STEEL DEC 13 2000 GF- 2 FD -8 #12 x 1 1/4" S.D.S. #14 x 7/8" S.D.S. OUTSIDE CLOSURE WALL PANEL IGHSIDE OF SINGLE SLOPE DETAIL ESTABLISHED 1946 GERING, NE PURCHASER: TPI FD -13 PROJECT: BARRETT RESOURCES DWG BY: I1 LL CHK BY: DATE 17/17/00 DATE: JOB #: 1036 DWG. D-4 1 � CD CO 16 16 16" 16" t6„ 16" ETC 6" 16 Fs #12 X 1-1/4" S.D.S. (PANEL TO RED IRON) #14 X 7/8" S.D.S. (PANEL TO PANEL) /- #14 X 7/8" S.D.S. TAPE MASTIC (ROOF ONLY) SIDELAP DETAIL PANEL TO PANEL FASTENERS (STITCHING SCREWS) GABLE FLASHING 90P EAVE FLASHING FD -1 ROOF PANEL RLIN #14 X 7/8" S.D.S. WALL PANEL LINER PA, LL PANEL LAP DETAIL f FD (STICHING' ROOF PANEL ��FI FLASHING CORNER PIECE (CP -1) WILL ONLY COVER THIS OPEN PORTION DIMENSION "A" EXTEND GABLE FLASHING PAST EAVE FLASHING THEN CUT GABLE FLASHING BACK TO EAVE FLASHING LEAVING TOP PORTION OF GABLE FLASHING TO COVER ROOF PANEL DIMENSION " B" NOTCH BOTTOM LEG ONLY OF GABLE FLASHING BACK (APPROX. 1") TO EAVE FLASHING NOTE: BOTTOM LEG OF EAVE FLASHING MUST BE NOTCHED SIMILARLY. CP -1 RIDGE CAP - FIELD RIDGE E C. 9( 0' ROOF PANEL GABLE FLASHING CORNER PIECE AND GABLE APEX DETAIL x 1-1/4" S.D.S. (SEE ABOVE FOR SPACING) EXTERIOR WALL PANEL INTERMEDIATE GIRT BASE GIRT L SIDELAP SCREW DETAIL 9 SCREWS PER PANEL T PANEL TO RED IRON FASTENER SPACING FOR ROOF PANEL TO EAvE STRUT. PANEL TO RED IRON FASTENER SPACING FOR WALL PANEL TO BASE ANGLE. T T T T T T T T 6 SCREWS PER PANEL - PANEL TO RED IRON FASTENER SPACING FOR WALL PANEL TO SAVE STRUT. PANEL TO RED IRON FASTENER SPACING FOR ROOF PANEL TO PEAK PURLIN. PANEL TO RED IRON FASTENER SPACING FOR END OF SOFFIT PANELS. 3 SCREWS PER PANEL ------ PANEL ------PANEL TO RED IRON FASTENER SPACING FOR ALL INTERMEDIATE PURLINS. PANEL TO RED IRON FASTENER SPACING FOR ALL INTERMEDIATE GIRTS. PANEL TO RED IRON FASTENER SPACING FOR ALL LOCATIONS AT LINER PANEL. PANEL TO RED IRON FASTENER SPACING FOR ALL LOCATIONS AT PARTITION PANEL. PANEL TO RED IRON FASTENER SPACING FOR ALL INTERMEDIATE SOFFIT PURLINS, T FD FASTENER SPACING FD -5 JT BOTTOM LEG OF AP AT APEX END TOP PART OF RIDGE 1-1/2" PAST AND BEND DOWN DEG. TO SEAL OFF RIDGE CAP NTNG GABLE APEX POP RIVET WINDOW TO HEADER CEE. WINDOW HEADER 0 WINDOW SILL WALL PANEL I.S. CLOSURE TRIM: HS -1 POP RIVET WINDOW TO SILL CEE. I.S. CLOSURE DEC 132 WALL PANEL (FITS INTO CHANNEL ON WINDOW) WINDOW (SUPPLIED BY B&C STEEL) DETAIL FD -7 FD -6 BSC STEEL ESTABLISHED 1946 GERING, NE PURCHASER: TPI PROJECT: BARRETT RESOURCES DWG BY: PILL LL DATE: 17/12/00 JOB if: 1036 CHK BY: DATE. DWG: D-5 No. ri 0Z gull. Job Addre Owner Contractor tbacks: Front Assessor's Parcel No I PERMIT CARD a 406 Address /Oa CV (5e .6 V4igione # Sof jV7 Address' 1 Phone #` It Date 1/570 Rear RI -I LH INSPECTIONS Zoning Oils T st ■ : Weatherproofing Footing i a!L I Mechanical Foundation t- ( A Electrical Rough (State) Grout Electrical Final te) AZ -..5-Oz- C# 0 Underground Plumbing Al` Final i 2_ liecklist Completed? 1 ---- Rough Rough Plumbi g Certificate Occupancy # Framing lDate Insulation Septic System # PM Roofing '� Date Drywall Ant Final Gas Piping .`''� Other NOTES (continue on back) DEC -04-2092 07:59 FROM: CLIFF OVENS TYPE OV INSPECT! Lsx m G 8 tr Al 8 Directions to job site 970-525-5095 Comments or Corrections: T©:9703813470 P.007/001 0 i 4 2 0.