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HomeMy WebLinkAboutMATERIALS PLANS - 95-00030 - High Country Potato - ShopCoop M gm Mid UM0 A Mno4and Domhion Company x- corcwcR �Y m. �. rn aoOn. Ge• mwuu 1. MATERIALS ASTM DESIGNATION rMeosuo STRUCTURAL STEEL PLATE - A529 OR A572 FY= 50 KSI (GRADE 50) E%RRiOI aREMF 1 N! � � IY A➢. 2 k. r,P nIRWM BRACE RODS A572 GRADE 65, UNLESS NOTED yyEME II ROOF AND WALL SHEETS A446 FY= 50 KSI (GRADED) RREWNG m¢ r nr BOLTS A307 AND A325 A307, UNLESS NOTED (Boor rias aatl 2. STRUCTURAL PRIMER SEAM ROOF PANELS (SJk)___ I PANEL RIB ROOF & WALL PANELS (PR) I22 A' H2�H' I I I 50 UP A. 2 A' 2 6 Va" GIRTS / PURLIN 8 V2" GIRTS / PURLINS htVIJIUN LATEST SET VOIDS ALL PREVIOUS PLANS (NFC=Not for Construction) VEE RIB WALL PANELS (VR) GENERAL NOTES FOR CONSTRUCTION Building Code: 9tUBC Live Ld(W/Trib Ped) 20.0 psf Coll. LO (Gravity): 0.0 psf Coll. Lo (Uplift : 0.0 psf Wino Speed: 90.0 mph Wind Exp. Cat.: B Ground Snow: 36.9 psf Roof Snow: 35.0 psf Snow Exp. Cat.: 2 Seismic Zone: 3 Building Use Cat.: 4 Auxiliary Loads NONE IT IS THE RESPONSIBILITY OF THE BUILDER / CONTRACTOR TO OBTAIN APPROPRIATE APPROVALS AND NECESSARY PERMITS FROM CITY, COUNTY, STATE, OR FEDERAL AGENCIES, AS REQUIRED. APPROVAL OF VARCO-PRUDEN DRAWINGS CONSTITUTES THE BUILDER / CONTRACTOR'S ACCEPTANCE OF THE VARCO-PRUDEN INTERPRETATION OF THE CONTRACT PURCHASE ORDER. ONCE THE BUILDER / CONTRACTOR OR A/E FIRM HAS SIGNED VARCO-PRUDEN APPROVAL PACKAGE, CHANGES FROM THE PURCHASE ORDER BY THE BUILDER WILL BE BILLED TO THE BUILDER / CONTRACTOR FOR MATERIAL, ENGINEERING, AND HANDLING FEES. SUCH CHANGES MAY CAUSE THE PROJECT TO BE MOVED FROM THE FABRICATION AND / OR SHIPPING SCHEDULE. A PENALTY FEE MAY BE CHARGED IF THE PROJECT MUST BE MOVED FROM THE FABRICATION AND / OR SHIPPING SCHEDULE, AS LONG AS VARCO-PRUDEN DESIGN AND DETAILING APPROACH COMPLIES WITH THE PURCHASE ORDER. THE BUILDER / CONTRACTOR OR A/E FIRM ARE RESPONSIBLE FOR THE OVERALL PROJECT CONDITION. ALL INTERFACE AND COMPATIBILITY CONCERNING ANY MATERIALS NOT FURNISHED BY VARCO-PRUDEN ARE TO BE CONSIDERED AND COORDINATED BY THE BUILDER / CONTRACTOR OR A/E FIRM. UNLESS SPECIFIC DESIGN CRITERIA CONCERNING THIS INTERFACE BETWEEN MATERIALS IS FURNISHED AS PART OF THE PURCHASE ORDER, VARCO-PRUDEN ASSUMPTIONS WILL GOVERN. THE BUILDER / CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL OTHER PROJECT PLANS AND SPECIFICATIONS COMPLY NTH THE APPLICABLE REQUIREMENTS OF ANY GOVERNING BUILDING AUTHORITY. SUPPLYING SEALED ENGINEERING DESIGN DATA AND DRAWINGS FOR THE VARCO-PRUDEN BUILDING DOES NOT IMPLY OR CONSTITUTE AN AGREEMENT THAT VARCO-PRUDEN OR ITS DESIGN ENGINEER IS ACTING AS THE ENGINEER OF RECORD OR DESIGN PROFESSIONAL FOR THE CONSTRUCTION PROJECT. THESE DRAWINGS AND DESIGN DATA ARE SEALED AS TO THE .STRUCTURAL SYSTEM FURNISHED By VARCO-PRUDEN, IN COMPLIANCE WTH ALL REQUIREMENTS OF THE PURCHASE ORDER. - THE BUILDER / CONTRACTOR IS RESPONSIBLE FOR SETTING OF ANCHOR BOLTS AND ERECTION OF STEEL BUILDING COMPONENTS IN ACCORDANCE WITH VARCO-PRUDEN'S "FOR CONSTRUCTION" DRAWINGS. TEMPORARY SUPPORTS OR BRACING REQUIRED FOR THE BUILDING ERECTION WILL BE THE RESPONSIBILITY OF THE ERECTOR TO DETERMINE, FURNISH, AND INSTALL. 5. VARCO-PRUDEN IS AN APPROVED FABRICATOR WITH THE FOLLOWING CERTIFICATIONS: AISC MB (ALL PLANTS) IC80 FA -240 (CA PLANT ONLY) CITY OF SEATTLE (CA PLANT ONLY) CITY OF LOS ANGELES TYPE 1 FABRICATOR (CA PLANT ONLY) r CANADIAN WELDING BUREAU DIVISION 1 (CA & W PLANTS ONLY) MIS EM51ME PROFERW OF VMCEORW1gx NUulx IUDIN A UNITED DOMINION CO~. PRUDEN BUIIDMLS. n IS PRGNOED SOIIlY FOR EREONNG ME 8UIWING OESCRISED IN ME 0INuc EUE PURCIMSE OROER µ0 5NLLL NOT BE MOOInFD RCPROWCFD OR USED FOR µY OMER PURPpSE M11NOUf PRIOfl WRTIFN MPRWAL or VAPCD-PRUDEN BUIWINGs. COVER SHEET Rex DUrg, ID rRmEn NaE Ron Olsen NO, WD95011948-001 CM]D�L7G� VARCO—PRUDEN BUILDINGS o­wa" ww"r 21: 74-01 1. MATERIALS ASTM DESIGNATION STRUCTURAL STEEL PLATE - A529 OR A572 FY= 50 KSI (GRADE 50) COLD FORMED LIGHT GAGE SHAPES A570 FY= 55 KSI (GRADE 55) BRACE RODS A572 GRADE 65, UNLESS NOTED HOT ROLLED MILL SHAPES A36 OR A572 FY= 36 KSI OR 50 KSI ROOF AND WALL SHEETS A446 FY= 50 KSI (GRADED) BOLTS A307 AND A325 A307, UNLESS NOTED 2. STRUCTURAL PRIMER SHOP PRIMER PAINT IS A RUST INHIBITIVE PRIMER AND IS VARCO-PRUDEN COLOR TAHITIAN BRONZE. _ THIS PAINT IS NOT INTENDED FOR LONG TERM EXPOSURE TO THE ELEMENTS. MIRMA 3. A325 BOLT TIGHTENING REQUIREMENTS ALL HIGH STRENGTH BOLTS ARE A325 -N UNLESS SPECIFICALLY NOTED OTHERWISE. i WwJUGL STRUCTURAL BOLTS SHALL BE TIGHTENED BY THE TURN -OF -THE -NUT METHOD IN ACCORDANCE WITH THE Ere NINTH EDITION, AISC "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS". r ° r °A PER SECTION 80.1, A325 BOLTS MAY BE INSTALLED WITHOUT WASHERS WHEN TIGHTENED BY THE TURN -OF -THE -NUT METHOD. �N' �r ALL HIGH STRENGTH BOLTS, EXCEPT AS NOTED OTHERWISE, ARE SUBJECT TO DIRECT TENSION AND MAY REQUIRE INSPECTION AS DEFINED BY THE APPLICABLE BUILDING CODE OR STANDARD. IT IS THE RESPONSIBILITY OF THE ERECTOR TO ASSURE PROPER TIGHTNESS. SPAN LOC WALL PANELS (SL) 4. BUILDER / CONTRACTOR RESPONSIBILITIES VARCO-PRUDEN'S STANDARD PRODUCT SPECIFICATIONS APPLY AND UNLESS STIPULATED OTHERWISE IN THE CONTRACT DOCUMENTS, VARCO-PRUDEN'S DESIGN, FABRICATION, QUALITY CRITERIA STANDARDS AND TOLERANCES WILL GOVERN THE WORK. (A VARCO-PRUDEN SPECIFICATION BOOKLET IS AVAILABLE UPON REQUEST) IN CASE OF DISCREPANCIES BETWEEN VARCO-PRUDEN STRUCTURAL PLANS AND PLANS FOR OTHER TRADES, THE VARCO-PRUDEN PLANS SHALL GOVERN. FOR CONSTRUCTION Building Code: 9tUBC Live Ld(W/Trib Ped) 20.0 psf Coll. LO (Gravity): 0.0 psf Coll. Lo (Uplift : 0.0 psf Wino Speed: 90.0 mph Wind Exp. Cat.: B Ground Snow: 36.9 psf Roof Snow: 35.0 psf Snow Exp. Cat.: 2 Seismic Zone: 3 Building Use Cat.: 4 Auxiliary Loads NONE IT IS THE RESPONSIBILITY OF THE BUILDER / CONTRACTOR TO OBTAIN APPROPRIATE APPROVALS AND NECESSARY PERMITS FROM CITY, COUNTY, STATE, OR FEDERAL AGENCIES, AS REQUIRED. APPROVAL OF VARCO-PRUDEN DRAWINGS CONSTITUTES THE BUILDER / CONTRACTOR'S ACCEPTANCE OF THE VARCO-PRUDEN INTERPRETATION OF THE CONTRACT PURCHASE ORDER. ONCE THE BUILDER / CONTRACTOR OR A/E FIRM HAS SIGNED VARCO-PRUDEN APPROVAL PACKAGE, CHANGES FROM THE PURCHASE ORDER BY THE BUILDER WILL BE BILLED TO THE BUILDER / CONTRACTOR FOR MATERIAL, ENGINEERING, AND HANDLING FEES. SUCH CHANGES MAY CAUSE THE PROJECT TO BE MOVED FROM THE FABRICATION AND / OR SHIPPING SCHEDULE. A PENALTY FEE MAY BE CHARGED IF THE PROJECT MUST BE MOVED FROM THE FABRICATION AND / OR SHIPPING SCHEDULE, AS LONG AS VARCO-PRUDEN DESIGN AND DETAILING APPROACH COMPLIES WITH THE PURCHASE ORDER. THE BUILDER / CONTRACTOR OR A/E FIRM ARE RESPONSIBLE FOR THE OVERALL PROJECT CONDITION. ALL INTERFACE AND COMPATIBILITY CONCERNING ANY MATERIALS NOT FURNISHED BY VARCO-PRUDEN ARE TO BE CONSIDERED AND COORDINATED BY THE BUILDER / CONTRACTOR OR A/E FIRM. UNLESS SPECIFIC DESIGN CRITERIA CONCERNING THIS INTERFACE BETWEEN MATERIALS IS FURNISHED AS PART OF THE PURCHASE ORDER, VARCO-PRUDEN ASSUMPTIONS WILL GOVERN. THE BUILDER / CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL OTHER PROJECT PLANS AND SPECIFICATIONS COMPLY NTH THE APPLICABLE REQUIREMENTS OF ANY GOVERNING BUILDING AUTHORITY. SUPPLYING SEALED ENGINEERING DESIGN DATA AND DRAWINGS FOR THE VARCO-PRUDEN BUILDING DOES NOT IMPLY OR CONSTITUTE AN AGREEMENT THAT VARCO-PRUDEN OR ITS DESIGN ENGINEER IS ACTING AS THE ENGINEER OF RECORD OR DESIGN PROFESSIONAL FOR THE CONSTRUCTION PROJECT. THESE DRAWINGS AND DESIGN DATA ARE SEALED AS TO THE .STRUCTURAL SYSTEM FURNISHED By VARCO-PRUDEN, IN COMPLIANCE WTH ALL REQUIREMENTS OF THE PURCHASE ORDER. - THE BUILDER / CONTRACTOR IS RESPONSIBLE FOR SETTING OF ANCHOR BOLTS AND ERECTION OF STEEL BUILDING COMPONENTS IN ACCORDANCE WITH VARCO-PRUDEN'S "FOR CONSTRUCTION" DRAWINGS. TEMPORARY SUPPORTS OR BRACING REQUIRED FOR THE BUILDING ERECTION WILL BE THE RESPONSIBILITY OF THE ERECTOR TO DETERMINE, FURNISH, AND INSTALL. 5. VARCO-PRUDEN IS AN APPROVED FABRICATOR WITH THE FOLLOWING CERTIFICATIONS: AISC MB (ALL PLANTS) IC80 FA -240 (CA PLANT ONLY) CITY OF SEATTLE (CA PLANT ONLY) CITY OF LOS ANGELES TYPE 1 FABRICATOR (CA PLANT ONLY) r CANADIAN WELDING BUREAU DIVISION 1 (CA & W PLANTS ONLY) MIS EM51ME PROFERW OF VMCEORW1gx NUulx IUDIN A UNITED DOMINION CO~. PRUDEN BUIIDMLS. n IS PRGNOED SOIIlY FOR EREONNG ME 8UIWING OESCRISED IN ME 0INuc EUE PURCIMSE OROER µ0 5NLLL NOT BE MOOInFD RCPROWCFD OR USED FOR µY OMER PURPpSE M11NOUf PRIOfl WRTIFN MPRWAL or VAPCD-PRUDEN BUIWINGs. COVER SHEET Rex DUrg, ID rRmEn NaE Ron Olsen NO, WD95011948-001 CM]D�L7G� VARCO—PRUDEN BUILDINGS o­wa" ww"r 21: 74-01 101 M a =I IT BE 1 8 NORTH D1 I D5 I D5 I D5 I D5 I ® D5 D7 I I I D3 I I I I I I 09 0 0 o c c D4 D10 I D2 I D6 I D6 I D6 I D6 I I I ® D6 Dg F ` b p WWW I b C N � II�� II SUU'1'H Yi 24'-6" 25'-0" + 25'-0' ' 25 0 F 25 0 24 6 �tF 13NAL 1501-011 BL to BL t i FOR CONSTRUCTION6314 6„ �D' �F�FOF\OP�c�oi PAi On: filesry Projky: 10637 Bldg: 1 Plane: 1 Finished Floor Elevation = 100'-0" (Unless Otherwise Noted) THIS DRAWING IS SCALED ONLY As TO THE COMPONENTS FURNISHED BY VARCO-PRUOEN 1. CONCRETE, GROUT, ANCHOR BOLTS, AND ANY OTHER EMBEDDED ITEMS ARE TO BE THIS Code: 91UBC GUGTE• .b0 A FURNISHED BY OTHERS THIS DRAWING. IN[LUOIHG THE INFORMATION HEREON. 2. ANCHOR HOLT DIAMETERS WERE DETERMINED BY ALLOWABLE SHEAR AND TENSION PER Live Ld (W/Trib Red) 20.0 psf MAINS THE PROPERTY OF VARCO-PPWEN BUILDINGS. Anchor Bolt WD95011948-001 9552174-C( Coll. Ld (gravity) : 0.0 psf A UIS F. ooMZNION CORRANY. BUILDER DATE RISC SPECIFICATIONS (FY 36 KSI) . ANCHOR HOLT LENGTH AND METHOD OF IT CR PRDv[DED Fpi EPECI[NG iXE eun'ORD 10X23/9 Coll. Ld (uplift) : 0.0 psf DESCRIBED IN THE APPLICABLE PURCHASE ORDER EV OAT BY DESC. Teton West Construction Inc. TRANSFERRING FORCES FROM ANCHOR BOLTS TO FOOTINGS ARE TO BE DETERMINED Wind Speed: 90.0 mph AN SHALL NOT BE MODIFIED. REPRODUCED CUSTOMER M D M f v1i BY OTHERS. Wind Ex Cat.: H OR USED FOR ANY OT 8R PURPOSE "ITHOUL PR[OR LMJ LMJ LRJ TIME 3. DESIGN LOADS AND REACTIONS ARE FURNISHED ON OTHER DOCUMENTS. p' -MITTEN AFPPDYAL OF VARCO-PPWEN BU TIDINGS. Ron Olsen METAL BLDG MFG ASSN 21:5 Ground Snow: 38.9 psf T E ENERA iRA i R .Np/pR FPpCTOR LOCATION 4. FOUNDATION MUST BE LB VEL, SON THIS AND SMOOTH. ANCHOR BOLTS MUST HE Roof Snow: 35.0 psf WS 5 ET,Lh b � L NF I AfCHGAiE15G00D ReXbllY ID OPAW/CX C ACCURATELY PLACED AS SHOWN ON THIS DRAWING OR STEEL WILL NOT FIT. Snow Exp. Ca[.: 2 E C 4 PRDJEDT VARCO—PRUOEN $eiemic Zone: 3 ""L�" "�G1 BiLR Ls pppapppr'J[F[P IxIppC"C X NEHE{[X 5 DRAM NG P" <N8 E&Lv�"tNPDRD�P�ATf6Nq)NryD�OGTd�ILs Ron OlsenEl Building Use Cat.: 4 PPP EgRUE Iqy x LuoINGI THE c R ECL usE suLe surto'.. BUILDINGS Auxiliar Loads NONE C£ T MR Y Bq'Ac MG. NT$ shop A UNITED DOMINION COMPANY FL FL r FL 2 1/2' z 1/2' o 5 1/6" I N N 2 1 2' 2 1 2' : Q p1 W I I I I Q N N O 4.. 4" 4" 4,. o 03/4" Dia.A-36 A.Bolts Plate L=B" W=8" T=3/8" Elevation= 102'-0" D1 03/4" Dia.A-36 A.BoltS Plate L=B" W=8" T=3/8" Elevation- 102'-0" 02 03/4" Oia.A-36 A.Bolts Plate L=8" W=8" T-3/8" Elevation= 102'-0" D3 03/4" Oia.A-36 A,Bolts Plate L=8" W -B" T=3/8" Elevation- 102'-0" 04 (2)3/4" Dia.A-36 A.Bolts Plate L=1'-0" W -B" T=3/8" Elevation= 100'-0" D5 03/4" Oia.A-36 A.BoltS Plate L=1'-0" W=8" T=3/8" Elevation- 100'-0" D6 FL FL FL 6" 4" 4" 4" 4" 2 1/2" PROJECTION (U.O.N.) - N N N BOTTOM OF COLUMNIt v Q ^ v Q o z1 z' 2 1 2' 5 3/B z12' 2 1 2' 5 1/e" BASE PLATE ELEV. O' U m z F- J O z VARIES BOTTOM OF COLUMN TE BASE PLA N N6" STD = 1/2" FL FLUSH = 0" TYPICAL ANCHOR BOLT PROJECTION TYPICAL COLUMN BASE PLATE DETAIL (2)3/4" Dia.A-36 A.BoltS Plate L=B" W=8" T=3/6" Elevation= 102'-0" 07 (2)3/4" Dia.A-36 A.BoltS Plate L=8" W=0" T=3/B" Elevation- 102'-0" DS 03/4" Dia.A-36 A.Bolts Plate L=B" W=8" T=3/B" Elevation= 102'-0" D9 (2)3/4" Dia.A-36 A.Bolts Plate L=B" W=B• T=3/e" Elevation= 102'-0" DID 1/2" DIAMETER CONCRETE ANCHORS (NOT BY VP) _ EO. 3... EO.;,, ,,'.....'- .4 141/4"OPENING WIDTH 1 1/4" !p J .. NOTE: 1" PROJECTION ABOVE BOTTOM OF JAMB CLIP FOR CONSTRUCTIONOF Icn Up R) PA�rvF�= FRAMED OPENING DETAIL On: filesry Projky: 10637 Bldg: 1 Plane: 1 1. CONCRETE, GROUT, ANCHOR BOLTS, AND ANY OTHER EMBEDDED ITEMS ARE TO BE FURNISHED BY OTHERS 2. ANCHOR BOLT ❑IAMETERS WERE DETERMINED BY ALLOWABLE SHEAR AND TENSION PER AISC SPECIFICATIONS (FY 36 KS1). ANCHOR BOLT LENGTH AND METHOD OF TRANSFERRING FORCES FROM ANCHOR BOLTS TO FOOTINGS ARE TO BE DETERMINED BY OTHERS. 3. DESIGN LOADS AND REACTIONS ARE FURNISHED ON OTHER DOCUMENTS. 4. FOUNDATION MUST BE LEVEL, SQUARE. AND SMOOTH, ANCHOR BOLTS MUST BE ACCURATELY PLACED AS SHOWN ON THIS DRAWING OR STEEL WILL NOT FIT. THIS DRAWING Is SEALED ONLY AS TO THE COMPONENTS FURNISHED BY VARCO-PRUOEN Builoin Cotle: 91UBC B THIS .RATING, INCLUDING VAR INFORMATION BUILDINGS. Live LO (Trio tRed)y): 20.0 psf REUNITE TME INION CO of VARco-PFWEN emIDINGs. Coll. Lo (gravity): ): 0.0 psf A UNITED VI„IN[ON cERPA„Y. FOR ERECTING THE BUILDING 9 Y DE IS DESCRIBED Coll. Ltl (uplift): 0.0 P5f AND SMALL IN THE APPLICAeLf PURCHASE ORDER Wind Speed: 90.0 mph AND SEUL RaT BE THOIF IED, SEPWITHOUT OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR Wintl Exp . Cat .: B WRITTEN APPROVAL OF VARCO-PRIREN BV [LDINGS. Ground Snow: 38.9 psf f ERA TRA t R D/ R R TO Roof Snow: 35.0 psf �i 5 Lr IIEjR�DNs L F ♦ A DGD e T RMM.N {{ „ R fryG HIS Snow Exp. Cat.: 2 IE 1xG Nt0"ATeu w TH TS seismic Zone: 3 LAT N�TSgLS RF�FE&€�F.�fNE oRgyING A ALP L BL5t VApkdBC p C3H gNG 0ttA115 Bui IdinMIC9 Use L'aC.: 4 pAN11 AA„L¢¢ YI RRpY NpLIDIOIN TXE [DR ELT USE Auxiliary Loatls NONE O((f!lORrEEPOWI YBRACING. .uoTE f 4Da F {.� Bolt AnC1 IOr BQ I t W095011946-001 09552174-01 eDILDER DATE vGAr BY DESt. Teton West Construction, Inc. LrnJD LnnJQ 30/23/9 M M cusraTER TIME Ron Olsen 21: 5 METAL BLDG MFG ASSN LocATlax giAM/C11(C Rexbur ID V\ PRo.scT VARCO—PRUDEN Ron Olsen �/U BUILDINGS PAGE SCALE BUILDING NT$ 5'n0 A UNITED DOMINION COMPANY ROD BRACING MARK LENGTH DIA 6ROO1 27'-B 13/16'0 3/8' BRO02 28'-0 3/4" 0 3/8' 7R003 30'-5 11/16'0 3/8' 7ROO4 26'-2 5/8" 0 3/8' T T o- A CXl ( [� FLICI5 I IX I I - _ Im I a I W i L FL1CI6 CX1 p------------ Q 6" On: filesry Pro)ky: 10637 Bldg: 1 Plane: 6.7 1. A325 HIGH STRENGTH BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE NOVEMBER 13, 1985, ALLOWABLE STRESS DESIGN 'SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS" SECTION BAD) (11 TURN -OF -NUT TIGHTENING". 2. USE 1/2' DIA. A307 BOLTS FOR PURLIN TO FRAME. GIRT TO FRAME, AND GIRT TO CLIP CONNECTIONS UNLESS NOTED OTHERWISE. SEE JOB DETAILS FOR BOLT LENGTHS. 3. INSTALLATION OF ADEOUATE TEMPORARY BRACING FOR USE UNTIL CONSTRUCTION IS COMPLETE. I5 THE RESPONSIBILITY OF THE ERECTOR. T 25'-0" CX15 — — CX15 N — 25.-0" 25'-0" . 150'-0" Live Ld(W/Trib Red) 20.0 psf Coll. Ld (gravity): 0.0 psf Coll. Ld (uplift): 0.0 psf Wind Speed: 90.0 mph Wind Exp. Cat.: B Ground Snow: 38.9 psf Roof Snow: 35.0 psf Snow Exp. Cat.: 2 Seismic Zone: 3 Building use Cat.: 4 Auxiliary Loads NONE 25'-0" Roof Pr OESC.[BUILDER «^^ W _-__ _ __ -- CX -1 x FL7CI31 FL7CI32 CX1 24'-6" Is F JOB WD95011948-001 4D 955217 OATS 10/23 TIME En D METAL BLDG MFG ASSN 22' D VARCO-PRUDEN DRAMA M:31am\ BUILDINGS R.GE J A UNITED DOMINION COMPANY ' - PRIMARY FRAMING SIZE CHART Oty Diameter PART -NO FLG THK X WD WEB THK DEPTH APPROX.SHIP 4 3/4" 1 3/4" 3 4 3/4" START/END LENGTH CX1 3/16" X 5.0 .134 7.0/9.0 12.6 RBX2 3/16" X 5.0 .134 9.1/8.3 17.4 3/16" X 5.0 .134 9.0/9.0 7.1 FLSRBX3 3/16" X 5.0 .134 9.0/9.0 9.1 3/16" X 5.0 .134 9.0/9.1 -15.4 CXi 3/16" X 5.0 .134 7.0/9.0 12.5 FLSCI5 3/16" X 5.0 .134 7.0/7.0 14.0 FLSCI5 3/16" X 5.0 .134 7.0/7.0 13.8 A325 BOLT CONNECTION CHART No Oty Diameter Length 1 4 3/4" 2" 2 4 3/4" 1 3/4" 3 4 3/4" 2" 4 4 1/2" 1 1/2" 5 4 1/2" 1 1/2" FRAME CLEARANCES Vertical Clearance Under Frame at CXi = 14'-7 9/16" Finished Floor Elevation - 100'-0" (Unless Otherwise Noted) 1 25'-1 1/16" 1:12 3 0 p 2 17'-9" O o O pN� N {p W W ------F---I------ RBX2 On: filesry Proiky: 10637 Bldg: 1 Plane: 8 THIS DRAWING IS SEALED ONLY AS TO THE COMPONENTS FUNISHEO BY VASCO-PRUDEN rAI - - ' I 1 I I I I I I I x�xI C11 I I I I 1 I I I I I 1 I I I I I _ 1^\ --_ y> 17'-9" O o O pN� N {p W W ------F---I------ I FLIRBX3 I I I I I I 1 I I I I I I I I I ,_9„ I I I I I I I I I I I i I I I I I I� I I I I I I I I I I I I I I I I F- d �\ l sn ,n' Awl u.ax. aExP,x u -e-i. IAn' Im"" .1 •A" a -x RAA.. os a« a.. RAa .As W.. .1 EMI .AAM /.•� xMw...... I IA, VA.a : V. s r , ,n• LN,s ' nuWE�w.a 1w. Dna .AW AR. H,.xc 1. AWAMI .ALN.µ ix TYW1 A.I. rwa eRAxs . ALL N ..mN "A'S AT u. LPc.n-. zw- - 1M19 a Aa TYPICAL RANGE BRACE CONNECTION .F` .E w.. w AN.-, wTPP., ..' N". PUM1E NR.. AN. R1 ..TMA SVAM ❑2 1'-6 11/16" ❑i 3 3/E" Elevation at Frame Line 1 On: filesry Proiky: 10637 Bldg: 1 Plane: 8 THIS DRAWING IS SEALED ONLY AS TO THE COMPONENTS FUNISHEO BY VASCO-PRUDEN 25'-1 1/ Building Code: 91U13C Live Ld(W/Trib Red) 20.0 psf Coll. Ld (gravity)- I' : 0.0 Sf Coll. Ld (uplift) : 0.0 pef Wind Speed: 90.0 mph Wind Exp. Cat.: B Ground Snow: 38.9 psf Roof Snow: 35.0 psf Snow exp. Cat.: 2 Seismic zone: 3 Building Use Cat.: 4 1:12 3 9 QUOITS s Wp95011998-001 n TO o O N N O p1 W N ? 19 BUILDINGS A UNITED OOMINION COMPANY � I FLIRBX3 I I I I I I 1 I I I I I I I I I ,_9„ I I I I I I I I I I I i I I I I I I� I I I I I I I I I I I I I I I I F- d �\ l sn ,n' Awl u.ax. aExP,x u -e-i. IAn' Im"" .1 •A" a -x RAA.. os a« a.. RAa .As W.. .1 EMI .AAM /.•� xMw...... I IA, VA.a : V. s r , ,n• LN,s ' nuWE�w.a 1w. Dna .AW AR. H,.xc 1. AWAMI .ALN.µ ix TYW1 A.I. rwa eRAxs . ALL N ..mN "A'S AT u. LPc.n-. zw- - 1M19 a Aa TYPICAL RANGE BRACE CONNECTION .F` .E w.. w AN.-, wTPP., ..' N". PUM1E NR.. AN. R1 ..TMA SVAM ❑2 1'-6 11/16" ❑i 3 3/E" Elevation at Frame Line 1 On: filesry Proiky: 10637 Bldg: 1 Plane: 8 THIS DRAWING IS SEALED ONLY AS TO THE COMPONENTS FUNISHEO BY VASCO-PRUDEN 1. A325 HIGH STRENGTH BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE NOVEMBER 13, 1985, ALLOWABLE STRESS DESIGN "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS' SECTION 8. (d) (1) "TURN -GF -NUT TIGHTENING". 2. USE 1/2" DIA. A307 BOLTS FOR PURLIN TO FRAME, GIRT TO FRAME, AND GIRT TO CLIP CONNECTIONS UNLESS NOTED OTHERWISE. SEE JOB DETAILS FOR BOLT LENGTHS. TEMPORARY BRACING FOR USE UNTIL CONSTRUCTION 3. INSTALLATION OF THE IS COMPLETE, IS THE RESPONSIBILITY OF THE ERECTOR. Building Code: 91U13C Live Ld(W/Trib Red) 20.0 psf Coll. Ld (gravity)- I' : 0.0 Sf Coll. Ld (uplift) : 0.0 pef Wind Speed: 90.0 mph Wind Exp. Cat.: B Ground Snow: 38.9 psf Roof Snow: 35.0 psf Snow exp. Cat.: 2 Seismic zone: 3 Building Use Cat.: 4 THIS DRAWING. INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VARCO-PRWEN BUILDINGS, A UNITED DOMINION COMPANY. IT IS PROVIEI FOR ERECTING THE BUTLBING DESCRIBED IN THE APPLICABLE PURCHASE CPOEP AHO SHALL NOT BE MODIFIED. PEPPWUUEO OR USED FDP ANY OTHER PURPOSE EN SUIT PRIOR MRl sten APPROVAL OF vARCO-PRuOEN au a0]MGs. E EPA TRACi R AF.D/ R ER i0R "s 5 Lv �$�Ns1gL F R A uFA GLOD WpB�� .„SNAP R �° [ fpG HisVARCO-PRI 5 oPeW [xG �1 A #L�fET" YAg`�ii0""EEOAq "N EPFTC AOX oFTbAI15 X yyG ,pIAp C FD MPV�lEE 1M i. YGI fl.;' IS ALL p RY I ANOeFNB��11 "JEC RIANp �e BEH.e E ON. XCLUGI THE C E[T USE Frame Elevation QUOITS s Wp95011998-001 s ND 9552174-Oi BUILDER EV Oei BY OESL. Teton West Construction Inc. o D METAL BLDG MFG ASSN DATE 10/23/9 TIME 21:5 CUSTOMER Ron Olsen LOCATION Rexburg,ID ? 19 BUILDINGS A UNITED OOMINION COMPANY DRAW/CNE W �JIL PROLECT Ron Olsen PAGE SCALE BUILDING CFn- ""mn ' PRIMARY FRAMING SIZE CHART PART -NO FLG THK X WO WEB THK DEPTH APPROX.SHIP START/END LENGTH CX7 3/16" X 5.0 .134 11.0/11.0 14.0 RBXB 3/6" X 6.0 .164 16.6/15.7 9.4 7/16" X 6.0 .179 25.0/36.1 15.0 RBX9 7/16" X 6.0 .179 36.0/25.0 15.0 3/8" X 6.0 .164 24.9/16.6 9.4 CX7 3/16" X 5.0 .134 11.0/11.0 14.0 -(2)FB2057 T' A325 BOLT CONNECTION CHART No Oty Diameter Length 1 8 3/4" 2 1/4" 2 16 3/4" 2 1/4" 3 8 3/4" 2 1/4" FRAME CLEARANCES Vertical Clearance Under Frame at CX7 - 14'-0 3/8" Finished Floor Elevation - 100'-0" (Unless Otherwise Noted) I 1:12 I Q _ n 1:12 3 ® 5'-0" 4�L_� ® 51-0., e e 0 0 r m o v o OH w a .� .H mN N N N N _ ,� W (2)FB2057 .1 YGW. BLMPM AS PE POE qW2 .1. nNo, e, pO en.YLi 'a 1. U. n.Ma mA� /r LPMP 1. A.. m11. R/v:Q MA.1 iW0 Ml CP+KCiN, BJLfl pt 4L LEU^MS 9(i MN W TR PunxG TYPICAL FLANGE BRACE CONNECTON wz wwMw morn. mnwws PST W. 9Yali WNM AM. 1/AT..I.i 6314 ❑3 B 1/zM 1/ �v �9TFOF.���cP 1'-6 11/16" PA [L 3 3/8" Elevation at Frame Line 2 On: f i lesry Projky: 10637 Bldg: 1 Plane: 9 THIS DRAWING IS SEALED ONLY AS TO THE COMPONENTS FURNISHED BY YAFCO-PRUDEN 1. A325 HIGH STRENGTH BOLTS SMALL BE TIGHTENED IN ACCORDANCE WITH THE Building Code: 91UBC THIS DRAWING, INCLUDING THE INFORMATION HEREON, auoTE s 406 A NOVEMBER 13, 1985, ALLOWABLE STRESS DESIGN "SPECIFICATION FOR Live Ld(W/Trib Red) 20.0 psf PEMAINS THE PROPERTY OF YAFCO-PRIDfN aUILOINGS. Frame Elevation WD95011948-001 9552174-01 STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS" SECTION 8. (d) (1) Coll. Ld (gravity) : 0.0 psf A UNITED DOMINION COMPANY. Coll. Ld (uplift): C): 0.G IT IS PROVIDED FOR ERECTING THE BUILDING BUILDER DATE "SE 1/2P -NUT TIGHTENING". p PEE DESCRIBED IN THE APPLICABLE PURCHASE ON OER Y DAr Br DESA Teton West Construction Inc. D 10/23/9 2. USE 1/2• DIA. A307 BOLTS FOR PURLIN TO FRAME, GIRT TO FRAME, AND GIRT TO Wind Speed: 90.0 mph AND SHALL NOT BE MODIFIED. REPRODUCED cuSTONER CLIP CONNECTIONS UNLESS NOTED OTHERWISE. SEE JOB DETAILS FOR BOLT LENGTHS. Wind 6x CaC.: B OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR TIS 21:5 3. INSTALLATION OF ADEQUATE TEMPORARY BRACING FOR USE UNTIL CONSTRUCTION Ground Snow: 38.9 paf WR[rtEry APPROVAL OF vp8C0-Pw,pEn BURpwGS. Ron Olsen WELL BLDG MFG pSSry E HEPAL �UNiPyi eN0/QP EP�CTOP LOCATION IS COMPLETE, IS THE RESPONSIBILITY OF THE ERECTOR. Roof Snow: 35.0 PEE Pv B ELr ESVONS L FDR p e GOOD Rexburg,ID DRAW/CH K VAL Y WvRHHpNSq N EPIQQQQE{ NG,;HIS Snow Exp. Cat.: 2 VL ND eH c NFV NNNNNS5NI��CC jjyj�G H TH PROJECT VARCO-PRUDEN seismic Zone: 3 FIX [U *A L� RFERPD 0 N )HE DRAWING BUILDINGS PAGE p(�DOI LpLpLp PL AP p IMI N cFry$YgNODET a5 Ron Ol Ben Building Use Ca 4 pp�p[#lSdS PY SNPLUOf11pN 1XEiALNiIECTiUSE SCALE OUILo[NG p UNITED DOMINION COMPANY Auxiliar Loads NO Di 1EHP P r is u . NTS ShoHI e N m (2)FB2057 0 i N 8 1/2" ❑2 1'-6 11/16" 3 3/8n On: filesry Projky: 10637 Bldg: 1 Plane: 10 zxo.A M1£ DO[ R/wE[ 69A¢S F[D'G. At AN, tFA"ES tVx- [ws [ws Z uRME svucm9u mawl ms[Aa a9Aas .x" .0 caxracmn ears AT A[. [ounw.s an.., n ,me Dvwxa TYPICAL FLANGE BRACE CONNECTION ca,nxuas wwx w 9,Dw4 ccxnx"ws D.: W. 9uN[ WNN .Ne tl9[ [MM1nM9 9Y[A0. ■ 25'-1 1/1C" w WD9552174-01 ��'-1 1/16" 1:12 HE 2 1:12 3 0 5'-0[, VARCO-PRUDEN _0e til'? 3 ® 57 2® 4'-1 1/2" m PRIMARY FRAMING SIZE CHART e 0 e 0 A325 BOLT CONNECTION mw CHART FRAME CLEARANCES PART -N0, FLG THK X WD WEB THK DEPTH APPROX.SHIP No Oty Diameter Length Vertical Clearance Under Frame at CX7 = 14'-0 3/8" START/END LENGTH 1 8 3/4" 2 1/4" Finished Floor Elevation - 100'-0" (Unless Otherwise Noted) CX7 3/16" X 5.0 .134 11.0/11.0 14.0 2 16 3/4" 2 1/4" RBX8 3/8" X 6.0 .154 16.6/15.7 9.4 3 8 3/4" 2 1/4" 7/16" X 6.0 .179 25.0/36.1 15.0 RBX9 7/16" X 6.0 .179 36.0/25.0 15.0 3/6" X 6.0 .164 24.9/16.6 - 9.4 CX7 3/16" X 5.0 .134 11.0/11.0 14.0 e N m (2)FB2057 0 i N 8 1/2" ❑2 1'-6 11/16" 3 3/8n On: filesry Projky: 10637 Bldg: 1 Plane: 10 zxo.A M1£ DO[ R/wE[ 69A¢S F[D'G. At AN, tFA"ES tVx- [ws [ws Z uRME svucm9u mawl ms[Aa a9Aas .x" .0 caxracmn ears AT A[. [ounw.s an.., n ,me Dvwxa TYPICAL FLANGE BRACE CONNECTION ca,nxuas wwx w 9,Dw4 ccxnx"ws D.: W. 9uN[ WNN .Ne tl9[ [MM1nM9 9Y[A0. ■ 25'-1 1/1C" w WD9552174-01 ��'-1 1/16" 1:12 HE 2 1:12 3 0 5'-0[, VARCO-PRUDEN _0e til'? 3 ® 57 2® 4'-1 1/2" m 2 @ 4'- e 0 e 0 mam mw mN N N N ISI P 1. A325 HIGH STRENGTH BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE NOVEMBER 13, 1985, ALLOWABLE STRESS DESIGN "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS- SECTION 8.(d)(1) •TURN -OF-NUT TIGHTENING". 2. USE 1/2• DIA. A307 BOLTS FOR PURLIN TO FRAME, GIRT TO FRAME, AND GIRT TO CLIP CONNECTIONS UNLESS NOTED OTHERWISE. SEE JOB DETAILS FOR BOLT LENGTHS 3. INSTALLATION OF ADEQUATE TEMPORARY BRACING FOR USE UNTIL CONSTRUCTION IS COMPLETE, IS THE RESPONSIBILITY OF THE ERECTOR. 50'-0.. Elevation at Frame Line 3 Live Ld(W/Trib Red) 20.0 psf Coll. Ld (gravity): 0.0 psf Coll. Ld (uplift): 0.0 psf Wind Speed: 90.0 mph Wind Exp. Cat.: B Ground Snow: 38.9 psf Roof Snow: 35.0 psf Snow Exp. Cat.: 2 Seismic Zone: 3 Building Use Cat.: 4 Auxiliary Loads NONE Frame Elevation DESC. I BUI'MR nn Wn ch rnn chn (2)FB2057 MTE 9 WD95011948-001 w WD9552174-01 GATE 10/23/9 D LI„t1M HE METAL BLDG MFG 405N 21:5 VARCO-PRUDEN BUILDINGS r7of� 17 A UNITED DOMINION COMPANY 4 (2)FB2057 ❑3 8 1/2" 02 l'-6 11/16" 01 3 3/8" 1:12 0 r N r L FRAME CLEARANCES Vertical Clearance Under Frame at CX15 - 14'-0 3/8" Finished Floor Elevation = 100'-0" (Unless Otherwise Noted) ® 5'-08 C, 0 F n e 0 W N 0 1:12 4" R On: filesry Projky: 10637 Bldg: 1 Plane: 11 1. A325 HIGH STRENGTH BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE NOVEMBER 13, 1985, ALLOWABLE STRESS DESIGN "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS" SECTION 8.(d)(1) "TURN -OF -NUT TIGHTENING". 2. USE 1/2" DIA. A307 BOLTS FOR PURLIN TO FRAME, GIRT TO FRAME, AND GIRT TO CLIP CONNECTIONS UNLESS NOTED OTHERWISE. SEE JOB DETAILS FOR BOLT LENGTHS. 3. INSTALLATION OF ADEQUATE TEMPORARY BRACING FOR USE UNTIL CONSTRUCTION IS COMPLETE, IS THE RESPONSIBILITY OF THE ERECTOR. Elevation at Frame Line 4 i.Ive La(W/Trib Red) 20.0 psf Coll. Ld (gravity): 0.0 psf Coll. Ed (uplift): 0.0 psf Wind Speed: 90.0 mph Wind Exp. Cat.: B Ground Snow: 38.9 psf Roof Snow: 35.0 psf Snow Exp, Cat.: 2 Seismic Zone: 3 Building Use Cat.: 4 SCALE IS Frame Elevation DESC. BUILTER-__ (2)FB2057 I ,1.wrs v5•.1 1 ".TA. Iaxun As .., • Any Mars AT -vM• suxa BxAaS 4XE sac nA.a Mx.as a4'" Ar ALM MUMLS Vim•_ L nXiw,s aswo.x. u. .u¢a a n• • E � w•LwM AAA S S AMA i...T pSrALL u MMMT Aa Au PAT . xirs A, .41 LEwnM95,WNN M rM MAMX4 TYPICAL FLANGE BRACE CONNECTION x"s.,s ALAVX Ln w"w.. TTAP ., Msr w. MM",c ALIT. AAL PAT coxwaXS w..e U OUOTE WD95011948-001 Com] D Com] G,_1 METAL BLDG MFG ASSN VARCO-PRUDEN IWI BUILDINGS A UNITED DOMINION COMPANY 9552174- E 10/23/9 E 22:0 - PART -NO PRIMARY FLG THK X FRAMING WO SIZE CHART A325 BOLT CONNECTION CHART WEB THK DEPTH APPROX.SHIP No Gty Diameter Length CX15 3/16" X START/ENO LENGTH 1 8 3/4" 2 1/4" FL4RBX16 3/8" X 5.0 6.0 .134 11.0/11.0 14.0 2 16 3/4" 2 1/4" 7/16" X 6.0 .164 16.6/15.7 9.4 3 8 3/4" 2 1/4" .179 25.0/36.1 15.0 FL4RBX17 7/16" X 6.0 .179 36.0/25.0 15.0 - 3/8" X 6.0 .154 24.9/16.6 9.4 - --- CX15 3/16" X 5.0 .134 11.0/11.0 14.0 4 (2)FB2057 ❑3 8 1/2" 02 l'-6 11/16" 01 3 3/8" 1:12 0 r N r L FRAME CLEARANCES Vertical Clearance Under Frame at CX15 - 14'-0 3/8" Finished Floor Elevation = 100'-0" (Unless Otherwise Noted) ® 5'-08 C, 0 F n e 0 W N 0 1:12 4" R On: filesry Projky: 10637 Bldg: 1 Plane: 11 1. A325 HIGH STRENGTH BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE NOVEMBER 13, 1985, ALLOWABLE STRESS DESIGN "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS" SECTION 8.(d)(1) "TURN -OF -NUT TIGHTENING". 2. USE 1/2" DIA. A307 BOLTS FOR PURLIN TO FRAME, GIRT TO FRAME, AND GIRT TO CLIP CONNECTIONS UNLESS NOTED OTHERWISE. SEE JOB DETAILS FOR BOLT LENGTHS. 3. INSTALLATION OF ADEQUATE TEMPORARY BRACING FOR USE UNTIL CONSTRUCTION IS COMPLETE, IS THE RESPONSIBILITY OF THE ERECTOR. Elevation at Frame Line 4 i.Ive La(W/Trib Red) 20.0 psf Coll. Ld (gravity): 0.0 psf Coll. Ed (uplift): 0.0 psf Wind Speed: 90.0 mph Wind Exp. Cat.: B Ground Snow: 38.9 psf Roof Snow: 35.0 psf Snow Exp, Cat.: 2 Seismic Zone: 3 Building Use Cat.: 4 SCALE IS Frame Elevation DESC. BUILTER-__ (2)FB2057 I ,1.wrs v5•.1 1 ".TA. Iaxun As .., • Any Mars AT -vM• suxa BxAaS 4XE sac nA.a Mx.as a4'" Ar ALM MUMLS Vim•_ L nXiw,s aswo.x. u. .u¢a a n• • E � w•LwM AAA S S AMA i...T pSrALL u MMMT Aa Au PAT . xirs A, .41 LEwnM95,WNN M rM MAMX4 TYPICAL FLANGE BRACE CONNECTION x"s.,s ALAVX Ln w"w.. TTAP ., Msr w. MM",c ALIT. AAL PAT coxwaXS w..e U OUOTE WD95011948-001 Com] D Com] G,_1 METAL BLDG MFG ASSN VARCO-PRUDEN IWI BUILDINGS A UNITED DOMINION COMPANY 9552174- E 10/23/9 E 22:0 ■ (2)FB2057 0 o u. rs Iir uo, U. a.. (uxpm .c iP,., otic s« n xa w.«c xIv..we' I. Iwa mxow. m. ruNoe NWA¢ ro .mer cm«.uxu mrtwr., ixnAu cwxeNxw ea AT u..«.nwc a.oxn w n"c o"Anx..o. TYPICAL FLANGE BRACE CONNECTION .n . t'cx pxr w. >Unc PUBux Iwo wIwT r «xwnMYwc ma.a IS 25'_1 1/+0' PRIMARY FRAMING SIZE CHART 1:12 2 A325 BOLT CONNECTION CHART FRAME CLEARANCES PART -NO FLG THK X NO WEB THK DEPTH APPROX.SHIP 0 No Oty Diameter Length Vertical Clearance Under Frame at CX7 = 14'-0 3/8" CX7 3/16" X 5.0 V START/END LENGTH 1 8 3/4' 2 1/4" Finished Floor Elevation = 100'-0" (Unless Otherwise Noted) .134 11.0/11.0 14.0 2 16 3/4" 2 1/4" RBX8 3/8" X 6.0 .164 16.6/15.7 9.4 3 8 3/4" 2 1/4" 7/16" X 6.0 .179 25.0/36.1 15.0 RBX9 7/16" X 6.0 .179 36.0/25.0 15.0 3/8" X 6.0 .164 24.9/16.6 9.4 - CX7 3/16" X 5.0 .134 11.0/11.0 14.0 ■ (2)FB2057 0 o u. rs Iir uo, U. a.. (uxpm .c iP,., otic s« n xa w.«c xIv..we' I. Iwa mxow. m. ruNoe NWA¢ ro .mer cm«.uxu mrtwr., ixnAu cwxeNxw ea AT u..«.nwc a.oxn w n"c o"Anx..o. TYPICAL FLANGE BRACE CONNECTION .n . t'cx pxr w. >Unc PUBux Iwo wIwT r «xwnMYwc ma.a IS 25'_1 1/+0' 25'-1 1/16N 1:12 2 2 1:12 3 0 5'_QN :2@:4' 3 ®5'-QN -1 1/2" w e 2® 4'_ 1 1/21, 1 0 0 0 N V V 0 N [y m W N A PP (2)FB2057 ❑3 8 1/2x I (cY -/9Tc Pte- V / ❑2 rF/ 1'-6 11/16" .41♦ c OF ❑1 3 3/8Elevation at Frame Line 5 b TN PAS On: filesry Pro)ky: 10637 Bldg: i Plane: 12 THIS MAMING IS SEALED ONLY AS TO THE COMPONENTS FURNISHED BY VARCO-PPUOEN 1. A325 HIGH STRENGTH BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE BuildingCode: 91UBC OUDIE• Joe F NOVEMBER 13, 1985, ALLOWABLE STRESS DESIGN •SPECIFICATION FOR REMAINS ORATING. INCLUDING THE ncaRMAT[ON HEAEox, Live LLd ((rib Red) 20.0 RBE AEUNITE THE PROPERTY C£ Y/.gCD-PpWEN BUILDINGS. Frame Elevation WD95011998-001 9552174-0( STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS" SECTION B. (d) (1) Coll. Ld (gravis ) : 0.0 psE . ux[TEO oax[NtON COMPANY. No "TURN -OF -NUT TIGHTENING". y IT Is PROVIDED FOR ERECTING THE BUILDING BUILt£q 10/23/9 0011. Ld (uplift): 0.0 psf DESCRIBED IN THE APPLICABLE PURCHASE ORDER V DATEBY DESC. Teton West Construction Inc.2. USE 1CON DIA. A307 BOLTS FOR POTHER TO FRAME, GIRT TO PRAMS, AND GIRT TO Wind Speed: 90.0 mph AND SHALL NOT BE MODIFIED. REPRODUCED D CLIP INSTALLATION CONNECTIONS UNLESS NOTED OTHERWISE. EEE JOB DETAILS FOR BOLT LENGTHS. Wind Ex Cat.: B OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR CUSTOMER TIME 3. INSTALLATION OF ADEQUATE TEMPORARY BRACING FOR USE UNTIL CONSTRUCTION p' MRITTEN APPROVAL of VARCO-PPUDEN BUILDINGS. Ron Olsen METAL BLDG MPG ASSN 22:0 IS COMPLETE, IS THE RESPONSIBILITY OF THE ERECTOR. Ground Snow: 38.9 psf T E E as TP T P axD/�PFTrErOR LOCATION Roof Snow: 35.0 psE p, s Nor b �y$H s L Fop A C,6 Woo Rexbur ID DRAM/cHE4W I� AL 44 X x X NEP RING N15 pgOJECT VARCO-PRUDEN H}J Snow Exp. Ca[.: 2 IL tnG N Bi . I I� [M Tn Seismic zone: 3 A" N� ETA Ls q[RAS[N[ D N ( 5 D Ax nG •� LgY YA[O PP DxR�DIl4N�� a{ns Ron Olsen BUILDINGS Building Use Cat.: 4 A p(/. L[ F pY ll kkk!NDPF� P P AONd. BUILDING PAGf� Auxiliar Loads NONE ilMPp YSPACING-uolN DIE c P E T USE SCALE NTS $}l0 A UNITED DOMINION COMPANY e 2 b'-+ •>-' PRIMARY FRAMING SIZE CHART 1:12 2 A325 BOLT CONNECTION CHART FRAME CLEARANCES PART -NO FLG THK X WO WES THK DEPTH APPROX.SHIP e 0 No Oty Diameter Length Vertical Clearance Under Frame at CX7 - 14'-0 3/8" OM o M N V V START/END LENGTH 1 8 3/4" 2 1/4" Finished Floor Elevation - 100'-0" (Unless Otherwise Noted) CX7 3/16" X 5.0 .134 11.0/11.0 14.0 2 16 3/4" 2 1/4" RBX8 3/8" X 6.0 .164 16.6/15.7 9.4 3 B 3/4" 2 1/4" 7/16" X 6.0 .179 25.0/36.1 15.0 RBX9 7/16" X 6.0 .179 36.0/25.0 15.0 3/8" X 6.0 ,164 24.9/16.6 9.4 CX7 3/16" X 5.0 .134 11.0/11.0 14.0 _ e 2 b'-+ •>-' WD9552174-01 -1 1/16" 1:12 2 1 1:12 3 0 5, "p° VARCO—PRUOEN �' 3 ® 51-0" 41-1 1/2" a a 2 ® 41-1 1/2" • UNITED DOMINION COMPANY e 0 e 0 o W OM o M N V V H m ■ .0 san vn • .w> ".ax. (wxcn As .>n sous .r -Prnru w..,A.¢z M1 aM n..xQ w.aa Tmo. AT Eao I...Ez ��.• , cMnxuws..., e 1n• Y[MYMV M. u6 �u sT�ucq r ��n'EMc TO .G E 9rTFTUP4 i..Ir. W1TA. Nl CM CTM 8MM AT NE E MG apw M 1.., TYPICAL FLANGE BRACE CONNECmON wxnxua,a mm,Y caama"1 aar w. au.EE wmm Mo PRr.... axvx A ❑3 8 1/2" 02 11-6 11/16-- U1 1/16" U1 3 3/8" On: fllesry Pro)ky: 10637 Bldg: 1 Plane: 13 1. A325 HIGH STRENGTH BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE NOVEMBER 13, 1985, ALLOWABLE STRESS DESIGN "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS" SECTION 8.(d)(1) "TURN -OP -NUT TIGHTENING". 2. USE 1/2" DIA. A307 BOLTS FOR PURLIN TO FRAME, GIRT TO FRAME, AND GIRT TO CLIP CONNECTIONS UNLESS NOTED OTHERWISE. SEE JOB DETAILS FOR BOLT LENGTHS. 3. INSTALLATION OF ADEQUATE TEMPORARY BRACING FOR USE UNTIL CONSTRUCTION IS COMPLETE, IS THE RESPONSIBILITY OF THE ERECTOR. 501-0'• Elevation at Frame Line 6 LLve Ld (W/Trib Red) 20.0 psf Coll. Ld (gravity): 0.0 psf Coll. Ld (uplift): 0.0 psf Wind Speed: 90.0 mph Wind Exp. Cat.: B Ground Snow: 38.9 psf Roof Snow: 35.0 psf Snow Exp. Cat.: 2 Seismic Zone: 3 Building Use Cat.: 4 Auxiliary Loads NONE Frame Elevation OESC. BVRDE9 I.,--- n --- --, 6314 Vv1 V DTE •JOB WD95011948-001 WD9552174-01 DATE D10/23/9 ME METAL BLDG MFG ASSN 22 D VARCO—PRUOEN oPAM/cME N J i BUILDINGS PAGE • UNITED DOMINION COMPANY - - - .. • _ - -- PART -NO CXS RBX2 FL7RBX29 - CX1 FL7CI31 - FL7CI32 PRIMARY FRAMING SIZE FLG THK X WO WEB THK 3/16" X 5.0 .134 3/16" X 5.0 .134 3/16" X 5.0 .134 3/16" X 5.0 .134 3/16" X 5.0 .134 3/16" X 5.0 .134 3/16" X 5.0 .134 3/16" X 5.0 .134 CHARTA.w. DEPTH START/END 7.0/9.0 9.1/8.3 9.0/9.0 9.0/9.0 9.0/9.1 7.0/9.0 7.0/7.0 7.0/7.0 APPROX.SHIP LENGTH 12.6 17.4 7.1 9.1 - 15.4 12.6 14.0 13.8 A325 BOLT No OtY 1 4 2 4 3 4 4 4 5 4 CONNECTION CHART Diameter Length 3/4" 1 3/4" 1 3/4" 3/4" 2" 1/2" 1 1/2" FRAME CLEARANCES Vertical Clearance Under Frame at CX1 = 14'-7 9/16" Finished Floor Elevation = 100'-0" (Unless Otherwise Noted) DRAM/DHE ALLAaa Ln• .N. M AS c"OM,1 A.ocLA,T "g . APLTS A,'..' I.wu AAAac w• ,A•a ••E._`uA Aws..SS /.' CP+rv.'LWSSCw.A. L.. ...•: / r Ln'LaT ' L'L•^'• u wC r " „n. ,�,• TA AS+LAE STLMCTLAAL iArzwLY. ASNNL ELAAu •AIRS .. Au w•acTPA can AT ALL =ATOAS A'c"MAM HI h I H U r I U I I P.I I W I 1 I I I I I I I I I I TW CAL FLANGE BRACE CONNECTON H I I I I I I I I --� -- I I I I I I I I y 1➢ ----- -------- ------'17,-9LL ------- 17o -911 161-61- 6'-6"50'-0'L 501-01- . T..s wwA w W4..M. cIX,rvryws AT LAA •APL( NNA .MD 0A...T.14AAH Q 1'-6 11/16'' ❑1 3 3/8" 25'- 25, 1 1/16'' 1:12 2 2 1:12 3 ® 5'-0" 3 ® 5'-pn 0 0 r Ln Ln 1• W 1 i I On: I I I I V I ___ fj I I I I —....,nv O I I I I DRAM/DHE I %I HI h I H U r I U I I P.I I W I 1 I I I I I I I I I I I I I I I I I H I I I I I I I I --� -- I I I I I I I I y 1➢ ----- -------- ------'17,-9LL ------- 17o -911 161-61- 6'-6"50'-0'L 501-01- On: filesry Projky: 10637 Bldg: 1 Plane: 14 1. A325 HIGH STRENGTH BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE NOVEMBER 13, 1985, ALLOWABLE STRESS DESIGN °SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS" SECTION 8.(d)(1) 'TURN -OF -NUT TIGHTENING•. 2. USE 1/2• DIA. A307 BOLTS FOR POPLIN TO FRAME, GIRT TO FRAME, AMD GIRT TO CLIP CONNECTIONS UNLESS NOTED OTHERWISE. SEE JOB DETAILS FOR BOLT LENGTHS. 3. INSTALLATION OF ADEQUATE TEMPORARY BRACING FOR USE UNTIL CONSTRUCTION IS COMPLETE, IS THE RESPONSIBILITY OF THE ERECTOR. Elevation at Frame Line 7 THIS DRAWING IS SEALED ONLY AS TO THE COMPONENTS FURNISHED BY VARCO-i Building Code: 91UBC THIS DRAWING. INCLUDING THE INFUR Live Ld(W/Trib Red) 20.0 pBf REMAINS THE PROPERTY OF VARCO-PRU Coll. Ld (gravity) : 0.0 psf A UNITED DOMINION COMPANY. Coll. Ld / IT IS PROVIDED FOR ERECTING THE B (uplift 0.0 psf DESCRIBED IN THE APPLICABLE PURCH Wind Speed: 90.0 mph AND SHALL NOT BE MODIFIED, BEPROD Wind EXp, Cat.: B DR USED FOR ANY OTHER PURPOSE MIT. Ground Snow: 30.9 psf WR I TTENyQAPPlROCaVAL Of VARCO-PR WEN Roof Snow: 35.0 psf geSSE IWARESP TP T¢R ANpaQQ?8L.����,,,, Snow Exp. Cat.: 2 Ui NNp veRM [MAH 5Hjy9LpfNpF�R fYYNG"f�i Seismic Eon.: 3 flALX PPG C�T.L Ls �RpR 0EdfMjYF Building Use Cat.: 4 ekp_eLl (n"DuE PVAc YuR �k€ PE { AL Frame Elevation OESC. BUILDER«^^ rn � i, QUOTE A .MM3 WD95011948-001 955215 I) Q METAL BLDG MFG ASSN DATE 10/23, ME 21:5 VARCO-PRUDEN BUILDINGS A UNITED DOMINION COMPANY DRAM/DHE PAGf f Lf� ---------- SECONDARY �1 EZW76 F.EW7A I II MARK LENGTH THK DEPTH CLW/b I EZW76 24'-11 1/2' .082 6.5 EZW78 24'-11 1/2' .082 8.5 ZP46 27'-7' .092 8.5 ZP47 28'-2 1/2' .082 8.5 �1 EZW76 F.EW7A I II - I 1o.110 .'w 1. CLW/b I ZP46 ZP47 ZP47 ZP47 ZP47 ZP46 ZP46 I ZP47 11 2P47 I ZP47 ZP47 ZP46 II I ZP46 ZP47 I ZP47 I ZP47 I ZP47 I ZP46 I I it ZP46 I i ZP46 _ ZP47 I ZP47 ZP47 I — ZP47 ZP47 _ Z1147 ZP47 I _ 7-p 47 — ZP46 'I I II I 11 ZP46 — — — ZP46 �I II I ZP47 ZP47 I ZP47 ZP47 ZP46 II SA5017 (TYP.I ZP46 I ZP47 I 2P47 I ZP47 I I ZP47 I I ZP46 II I ZP46 I II i ZP47 I I ZP47 I I ZP47 I ZP47 I ZP46 I II ZP46 II ZP47 ZP47 I ZP47 I ZP47 I II ZP46 I II II ZP46 EZW76 I ZP47 EZW7R ZP47 ZP47ZP47 ZP46 II Li cawla EZW76 .1L. 24.-6" 25'-0.. 25'-0" I a 25'-0" PIQ 25'-0" 24'-6" 7 150'-0" 02 TCP052050 ❑1 6•' On: filesry Projky: 10637 Bldg: 1 Plane: 6.7 1. UNLESS PURLIN TOTFRAME SEFLANGEDBRACEETOAFRAME, OAND FLLANGERBRACE -307 BLTS FOR PULIN ATO PURLIN CONNECTIONS. SEE JOB DETAILS FOR BOLT LENGTHS. 2. WIND, FLANGE, AND PURLIN BRACING ARE AN INTEGRAL PART OF THE ROOF STRUCTURAL SYSTEM AND SHOULD BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. REMOVAL ROOF 3. WHENSAG ANGLE ESLOTS NINFADJACENT APURLINS CING T00 NOT HOUT RALIGN IOR UOROARE AOMITTED. TION IS PFOIELD RENO A SAG ANGLE TAB AND ATTACH TO PURLIN WITH A SELF -GRILLING STRUCTURAL FASTENER. 4. SAG ANGLES ARE NOT REQUIRED IN BAYS THAT ARE 16' OR LESS. Fa15 DRAWING IS SEALED ONLY AS TO Building Code: 91UBC Live Ld(W/Trib Red) 20.0 psf Coll. Ld (gravity): 0.0 psf Coll. Ld (uplift): 0.0 psf Wind Speed: 90.0 mph Wind Exp. Cat.: B Ground Snow: 38.9 psf Roof Snow: 35.0 psf Snow Exp. Cat.: 2 Seismic Zone: 3 Building Use Cat.: 4 Auxiliary Loads NONE 6314 �, L. �� Roof Secondary GUOTE 1 ,08 F WD95011948-001 9552174-01 OESC. GUILDER Teton West Construction Inc. Q GATE 10/23/9 CUSTOMER TIME 22 : 0 Ron Olsen METAL SLOG MFG ASSN LOCATION Rexburg, ID VARCO-PRUDEN 77;7DNeCN �' PRO..ECT Ron Olsen V(` BUILDINGS 6UILOING PA" $ $110 A UNITED DOMINION COMPANY 1 ------ FRAMED OPENINGS -------------- FO # _____________FOM -LOC- MARK LENGTH THK DEPTH 1 HEAOR BG2 20'-0" .059 1 HEAOR CW132 14'-0" .059 8.5 1 JAMBL CW130 12'-7 11/16" .059 8.5 1 JAMBS CW12B 13'-9 11/16" .059 8.5 2 HEAOR BG2 20'-0" .059 2 HEADS CW132 14'-0" .059 2 JAMBL CW138 14'-0 3/16" .059 8.5 2 JAMBR CW140 13'-10 3/16" .059 8.5 3 HEAOR 21CW147 12'-0" .059 3 HEAOR BG2 20'-0" .059 3 JAMBL 21CWI43 13'-7 11/16" .059 3 JAMBR CW130 12'-7 11/16" .059 0 N 0 a Q 2'_6" 14'-0.. 1 1 14'_0" 1 1 �."' 1ST •v�y /" 12,_0„ 2,_6.. f,4Fo FF �/❑ ��Z�(a 17, _gM 16'-6q 15,_yM ® JCP05206150'-0" 314 n3JCP052100 ❑2 JCPO52070 ftp n V -3R WALL ELEVATION AT WEST TN OF PA����o On: filesry Pro}ky: 10637 Bldg: 1 Plane: 2 1. UNLESS NOTED, USE 1/2" DIAMETHR A-307 BOLTS FOR GIRT LAP, GIRT TO FRAME, TM[B DRAWING t5 SEALED ONLY AS TO THE COxgorvErvis FURNISHED ev vAPgO-PPUDEry FLANGE BRACE TO FRAME, FLANGE BRACE TO GIRT, JAMB AND AP, GR CONNECTIONS. Building Code: 91UB0 rryl5 OPAMING. INCLUDING THE 1nfaPMsifaN HEREON. auore F aoR F SEE JOB DETAILS FOR BOLT LENGTHS. Live Ld(W/Trib Red) 20.0 psf REMAINS THE PROPERTY OF VAPCO-PPUDEN BUILDINGS. Wall Secondary F1D95011948-001 9552174-01 2. WIND AND FLANGE BRACING ARE AN INTEGRAL PART OF THE WALL STRUCTURAL SYSTEM AND Coll. Ld (gravity) 0.0 psE a UNITED PR VIDED FOR cERECTIN Coll. Ld p P DE CR BED IN T FOR ERECTING THE BUILDING GUILDER DATE SHOULD BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. (uplift): : 90. sf AND SHALL IN THE MODIFIED. PURCHASE ORDER Ev DATEBr ossc. Teton West Construction Inc. 10/23/9 REMOVAL OR ALTERATION OF WALL BRACING WITHOUT PRIOR AUTHORIZATION IS PROHIBITEp. Wind Speed: 90.0 mph AND SHALL R A BE MODIFIED. IED. SEPWITHOUT D Wind d S w: H OR USED APP ANY OTHER PURPOSE EN BUTT IPRIORNGS. CUSTOMER WRITTEN APPROVAL OF VeR[O-PPUOFN BUILDINGS. Ron O1HE❑ Ground Snow: 38.9 pbf „ [ ` CENTRAC! R ANO/ PFCTDR LCCArION ROOF HROW: 35.0 psf TSES E�LYAgESP NS{9L F A ATE GOO TAL BLDG MFG e55N QQ ME L xqRxM Q MAPx ➢Q G HIS Rexburg, ID OPAx/CHE R Snow EXp. Cat.: 2 bir`i NG ryf Ngo Me [ 4H iM{ PRD.rEcr VARCO-PRUDEN Seismic Zone: 3 ET LG @ FER D IN 5 oPAM NG lLp `PFL F pNVA@¢i¢i€�pgp N fRFDiON oFrallLs Ron Olsen BUILDINGS PAGE' jv Building U62 C8[.: 9 pApHup[ePpE BRACING DIN LEEEHEICaP(IVE�i USE eOILDiNG ALLXi 11dL LOddB NONH OF iE OPI y EOeLE N'1'B .5`}]O A UNITED DOMINION COMPANY '--------- SECONDARY ------------ Wall SecondaryOLDIE F JOB F 50'-0" WD95011948-001 MARK LENGTH THK DEPTH ""---------- FO/ 91UBC 20.0 pSE FRAMED OPENINGS ------- Coll. Ld (gravity): Coll. Ld (uplift) : 0.0 psf O.D BE PEI A UNITED DOMINION COMPANY. IT IS PRONIOEO FOR ERECTING THE BUILDING DESCRIBED Wind Speed: 90.0 IRpb IN THE APPLICABLE PURCHASE OMER AND SHALL NOT BE MODIFIED. REPROD CEO Wind Exp. Cat.: -LOC- MARK LENGTH THK DEPTH 4CG24 14'-0 1/16' .059 8.5 1 HEAOR BG2 20'-0" E u •NCLUOIN iHEFTCGPFEN$riousE '0 FiUPo $R1c 4ZG29 13'-11 1/4' .059 8.5 .059 1 HEADR CW132 14'-0" .059 1 JAMBL CW140 13'-10 3/16" .059 8.5 1 JAMBR CW138 14'-0 3/16' .059 2 HEADR BG2 20'-0" .059 2 HEADR CW132 14'-0" .059 8.5 2 JAMBL CW126 13'-9 11/16' .059 8.5 2 JAMBR CW13O 12'-7 11/16" .059 8.5 I IN © WA103 © GFA202 05 GFA201 t_ 15'-9" N JCP052061 ❑3 JCP052070 02 TCP052100 © l'-3" On: flIesry Prolky: 10637 Bldg: 1 Plane: 4 I. UNLESS NOTED, USE 1/2• DIAMETER A-307 BOLTS FOR GIRT LAP, GIRT TO FRAME, FLANGE BRACE TO FRAME, FLANGE BRACE TO GIRT, JAMB AND HEADER CONNECTIONS. SEE JOB DETAILS FOR BOLT LENGTHS. 2. WIND AND FLANGE BRACING ARE AN INTEGRAL PART OF THE WALL STRUCTURAL SYSTEM AND PROPERLYSHOULD BE REMOVAL ORALTERATION SOFLWALL PBRACING WITHOUT NPRIOR AUT OF WALL ORIZATIONHROOF IST PROHIBITED. -0" 2'-6" am 14 14' -0" Wall SecondaryOLDIE F JOB F 50'-0" WD95011948-001 955215 CESC. BUILDER Teton WALL ELEVATION AT EAST THIS CRANING IS SEALED ONLY AS TO THE COMPONENTS FURNISHED BY VAROO-PPUOEN Building Code: Live Ld ( W/Trib Red) 91UBC 20.0 pSE THIS DRAMING. INCLUDING THE INFCPMATIHE 011 REMAINS THE PROPERTY OF VARCO-PMIOEN BUILC Coll. Ld (gravity): Coll. Ld (uplift) : 0.0 psf O.D BE PEI A UNITED DOMINION COMPANY. IT IS PRONIOEO FOR ERECTING THE BUILDING DESCRIBED Wind Speed: 90.0 IRpb IN THE APPLICABLE PURCHASE OMER AND SHALL NOT BE MODIFIED. REPROD CEO Wind Exp. Cat.: B OR USED FOR ANY OTHER PURPOSE WITHOUT PRIC Ground Snow: 38.9 psf WRI T TE" APPROVAL OF VARCO-PRIAEN BUILDINGS Roof Snow: SHOW EXp. Cat.: 35.0 P6f 2 ENERe N Tq fiTDp E /QR E $iDR JES YLN R MApONS CLIENFRAY UFpAF} GDOO `e SeismicZone: BuildingUse Cat.: 3 4 §�IEL S1G(TT(TMI$ y [NSG 8[N[ 44[[FF�y[€[ p A PL]CABIAEgyp@Fq54AOg(11RN1A��DD NpH]�pECFS�jYN OE iA] �� AQLLE Auxiliary uxiliar Loads NONE E u •NCLUOIN iHEFTCGPFEN$riousE '0 FiUPo $R1c A Y N G. -0" 2'-6" am 14 Wall SecondaryOLDIE F JOB F WD95011948-001 955215 CESC. BUILDER Teton West Construction Inc. DATE CUSTOMER Ron Olsen 10/23, �A � �µJ A� LOCATION FINE METAL BLDG MFG ASSN 22:1 PROJECT Rexburg,ID VARCO—PRUDEN DFAX/[ME X B ILDING Ron Olsen BUILDINGS S PARE SI10 A UNITED DOMINION COMPANY kAlf ' -------=--- SECONDARY ------------ N ROD BRACING MARK LENGTH THK DEPTH MARK LENGTH DIA CG12 24'-11 1/2' .065 8.5 3POD5 29'-4 1/2' 0 5/8" C013 24'-11 1/2' .055 8.5 ZG16 24'-11 1/2' .059 6.5 ZG19 24'-11 1/2' .059 8.5 0 o r N N 0 ZG18 ZG19 ZG19 ZG19 ZG19 ZG18 OS OS CG12 CG13 CG13 CG12 OS \\ I 3R0 I (8)BG2 3�p0y 24'-6" + 25• -Orr "``TTRRt� ® 25' 0 25'-V r a 1501 -OR WALL ELEVATION AT NORTH p 8•-z 1/4- 'i PAT� F21 6" F� ❑ 2 0 '�F TE OF STN F' On: file$ry Pr01ky: 10637 8109: 1 Plane: 3 V 1. UNLESS NOTED, USE DIAMETER A-307 BOLTS FOR GIRT LAP, GIRT TO PRAMS, THIS DRAWING IS SEALED ONLY AS TO THE COMPONENTS FURNISHED BY VARCO-PRUDEN FLANGE BRACE TO FRAME, ME, Building Code: 91UBC FLANGE BRACE TO GIRT, JAMB AND HEADER CONNECTIONS. THIS DRAWING. INCLUDING THE INFORMATION HEREON. Dome F ,we F SEE JOB DETAILS FOR BOLT LENGTHS. Live Ld (W/Trib Red) 20.0 psf REMAINS THE PROPERTY OF VARCO-PRUDEN BUILDINGS, Wall Secondary 9552174-01 2. WIND AND FLANGE BRACING ARE AN INTEGRAL PART OF THE WALL STRUCTURAL SYSTEM AND Coll. Ld (gravi[ ) : 0.0 psf A UNITED DOMINION COMPANY. Wp95011948-001 SHOULD HE PROPERLY INSTALLED PBITO ERECTION OF WALL AND ROOF SHEETS. Coll. Ld (uplift 0.0 psf IT IS PROVIDED FOR ERECTING THE BUILDING DESCRIBEO IN THE APPLICABLE PURCHASE OWER EV DATBY Desc. BUILDER DATE TetOn West Construction Inc. 10/23/9 REMOVAL OR ALTERATION OF WALL BRAC ING WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. Wind Speed: 90.0 mph AND SHALL NOT SE MODIFIED. REPRODUCED cusiOMEa Wind SXP. Cat.: B DM USED FOG. ANY OTHER PURPOSE WITHOUT PRIOR LM.I IM� LfIJ TIME Ground Snow: 38.9 PSf WRITTEN APPRGVAL OF VARCO-PRADEN BUILDINGS. Ron Olsen METAL BLDG MFG ASSN 2211 XE NERAL�`CCOpNTR CrlIXW1 rr�D0 W [R CTOR LOLAT ION ROOF Snow: 35.0 psf B 5 ELY mNN5P05Nj0LE F�R ACCIIRA%i GDW RRA W/CXEC Snow Exp. Cat.: 2 tpLL HGW NPN iNPSN ffffMpGICNEEp 4H N 5Xis Rexburg, ID SE18111iC zone: 3 IX N�G JET LS p{FEP[[EN O 1N �N 555 DRAW NG PRWELT VARCO-PRUDEN AL gPPI L Vq t0 PR N EIiECI'ON pE III L$ Ron Olsen Ben BUILDINGS PAGE Building Use Cat.: 4 APPOFAbLQ� 1$ ar pANOe vEEEIA6pNNT N�+ r0 BUILDING AUXlliaiY LOG. dB ONE OF TEMPOpggy pq[ Ni�W N T L E i USF SGLF N•t•$ $h0 A UNITED DOMINION COMPANY ----------- SECONDARY SECONDARY --------- ROO BRACING MARK LENGTH THK DEPTH MARK LENGTH DIA CG12 24'-11 1/2' .065 8.5 5ROD5 29'-4 1/2" 0 5/8" C613 24'-11 1/2' .065 8.5 ZG1B 24'-11 1/2' .059 8.5 ZG19 24'-11 1/2' .059 8.5 T \\\\'1 01 24'-6" 25'-0" .} 25' -OW f 25 0 i 25 ' -OW 24'-6" 2 I to 150'-0" WALL ELEVATION AT SOUTH 0 5'-2 1/4N �pr 5 © 6a f Of t� ❑ 2' -OW PA�� On: fllesry Projky: 10637 Bldg: 1 Plane: 5 1. VNL855 NOTED, USE 1/2" DIAMETER A-307 BOLTS FOR GIRT LAP, GIRT TO FRAME, THIS BRAYING IS SEALED ONLY AS TO THE COMPONENTS FURNISHED Br VARCO-PRUDEN FLANGE BRACE TO FRAME, FLANGE BRACE TO GIRT, JAM- AND HEADER CONNECTIONS. Building Code: 91UBC THIS NSATHE INCLUDING THE INFORMATION BUILDINGS. aupre F Joe A SEE JOB DETAILS FOR BOLT LENGTHS. Live LLd ((rib Red) 20.0 psi REMAINS THE INION CO OF vAaco-PPWEn au[LDINGS. Wall Secondary WD95011948-001 9552174-0{ Coll. Ld (g ZdV1C ) : O.O psi A UNITED PROVIDED FOR COMOANY, DATE 2. WIND AND FLANGE BRACING ARE AN INTEGRAL PART OF THE WALL STRUCTURAL SYSTHM AND Coll. Ld y IT IS PaOV ICED FM ERECTING THE BUILDING fv DATE By OESc. BUILDER SHOULD BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. (uplift) : 0.0 psi DESCRIBED IN THE APPLICABLE PURCHASE ORD" Teton WeSt COR8t YUCt ion IRC. 10/23/9 REMOVAL OR ALTERATION OF WALL BRACING WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. Wind Speed: 90.0 mph 00 SHALL NOT BE MODIFIED, REPRODUCED CUSTOMER M De M wind Exp. Cat.: B OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR LMJ LMJ WRITTEN APPADVAL OF VARCO-PRIAEN BUILDINGS. Ron Olsen TIME Ground Snow: 38.9 psi METAL BLDG MFG ASSN 22v1 E EN V p.5-2 r�T q A p pP E apC S LOCATION Roof Snow: 35.0 psi HS 9 L` N PTILF46L�qNCF¢Op �C[NGAiSi„SS11N' REXIIUY ID GRAM/CME[ 1/ Snow Exp. ZonCate: 2 OLM IGp Q�T7 Lµ55 B iEPEN (,TTTHITNH�N[ ODA ATl PROJECT VARCO-PRUOEN MY�' seismic zone: 3 AL11 lAAP]FL A Y{E vA ppEPF bN ]MqE[ci�!l1 NpDE AILS Ron Olsen �/P BUILDINGS PAGE aui lding Use at.: 9 MR hL N Y BRr 8NANDA PHETAGR NC r� �/U g� �E� BN jN[LUOI THE CGi1 ECi USE sULE BUILDING ALXi 11dY Loads NONE � NP ♦ V BRACING. NT$ $}Ip A UNITED DOMINION COMPANY --------'-------- SHEETING ---------------- MARK LENGTH THK COLOR (FINISH) PARS 24'-5 5/16' 26 Arctic White (KXL1 PRR2 3'-6" 26 Arctic White (KXL) FIELD LOCATED ACCESSORIES OTY DESCRIPTION 2 Door Kit OK150-AZ 3070 Insulated Solid On: filesry Projky: 10637 Slag: 1 Plane: 6.7 I. Install Sheeting From Right to Left 2. PREDRILLING 1/8" DIAMETER HOLES FOR ROOF STRUCTI MAY BE REQUIRED AT 11 GAGE PURLINS. NESTED PURLII LOCATIONS. AND/OR SECONDARY STRUCTURAL BEAMS 3. ROOF SHEETS ARE AN INTEGRAL PART OF THE STRUCTUR, REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATIO1 4. SEE JOB DETAILS FOR SHEETING AND TRIM FASTENER SI R uNLY AS :D THE COHPaRENTS FURNISHED BY VARCO-PRUOEN WD95011948-001 Building Code: 91UBC LiVe Ld(W/Trio Red) 20.0 psf Coll. Ld (gravity) : 0.0 psf Coll. Ld (uplift) : 0.0 psf Wind Speed: 90.0 mph Wind EXp. Cat.: B Ground Snow: 38.9 psf ROOF Snow: 35.0 8E p Snow Exp. Cat. : 2 Seismic zone: 3 Building Use (.'aC.: 4 Auxiliar LOadB NONB THIS ORAHING. INCLUDING THE INFORMATION HEREON. REMAINS THE PROPERTY OF VARCO-PAUDEN BUILOINGB. A UNITED DOMINION COMPANY. IT IS PROVIDED FOR ERECTING THE BUILDING OESCRISEO IN THE APPLICABLE "CHASE ORDER ANO SMALL NOT BE MODIFIED. REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VARCO-FFUCEN BUILDINGS. B ERY ECry�5NT5NR IrAICgip[ppp aaAND/[[pCR�N�FR�PFCTOS Ea YLMA WMPNHF TPLENFEF T�,.T AL„y SGtoo U1L H F St WALpWA GL E,A�Tp LBO (M(RN[{'gVNCpX ON pNp HrI DR¢c NG gLpN� EA[�LPE[�X,At�,,�}}''�� qy @¢ij'QNpU� P`j�PiAFti$Y,yF. i0 OF lENPppaRY RACING. NiHE CORRECT LIBELS ROOF BUILDER EV DAi BY DES0. To CUSTOME LMATTO PROJECT SCALE WI•B BVILOIN 17 I GW IE I JOG WD95011948-001 9552174-01 DATE D10/23/9 ME METAL BLDG MFG 455N 22: 0 OFAX/ChEC EEVARCO-PRUDEN EE BUILDINGS PAGE ♦ UNITED DOMINION COMPANY 3 2 MARK PRW10 PRW11 PAW12 PRW13 PRW14 PRWIS PRW16 PRW3 PAW34 PRW4 --- SHEETING ------- LENGTH THK COLOR (FINISH) 3'-5" 26 Egyptian White (SP) 3'-8" 26 Egyptian White (SP) 2'-11' 26 Egyptian White (SP) 2'-B" 26 Egyptian White (SP) 2'-5' 26 Egyptian White (SP) 2'-2" 26 Egyptian White (SP) 15'-1 1/2' 26 Egyptian White (SP) 14'-1 1/2" 26 Egyptian White (SP) 15'-4 1/2" 25 Egyptian White (SP) 13'-10 1/2" 26 Egyptian White (SPI 0 _____________________ I I I I I I I al TRIM ________ � I I I i I I 1 I 1 I I I FOA MARK LENGTH COLOR (FINISH) PCC1 - - - - _ _ Patrician Bronze (SP) PPC1 - - _ - _ - - - - - (2)RFR30, RKF20 Patrician Bronze (SP) PRF1 Patrician Bronze (KXL) RFR10 10'-0' Patrician Bronze (KXL) RKFIO 10'-3' Patrician Bronze (KXL) .moi RKF20 20'-3' Patrician Bronze (KXL) 1 OF14 14'-3' Patrician Bronze (SP) 1 JT14 14'-3' Patrician Bronze (SP) 2 DF14 14'-3' Patrician Bronze (SP) 2 JT14 14'-3' Patrician Bronze (SP) 3 OF14 14'-3' Patrician Bronze (SP) 3 JT14 14'-3' Patrician Bronze (SP) I I I I I i I I I I I I I I I I � I al 11 I I I I I I I I I I I I I I I I I I I I I I 1 I On: fileery Prolky: 10637 Bldg: 1 Plane: 2 OF THE STRUCTURAL SYSTEM, OR AUTHORIZATION IS PROHIBITED. TRIM FASTENER SPECIFICATION. FOR WALL STRUCTURAL FASTENERS NESTED GIRTS. GIRT LAP TURAL BEAMS 18 O I I I I I I a I 2 I I I I I I I I al PPCl � I I I i I I 1 I 1 I I I I I I I 1 (3)RFRIO,RKFIO,RKF20 _ - - - - _ _ _ _ _ - - - - - - - - - - - - - - - - - - - - - _ _ _ _ _ _ _ _ _ _ - - _ - _ - - - - - (2)RFR30, RKF20 PCCI, PRFl - - - _ _ _M - - - - - - - _ _ _ _ _ _ _ PR 11 .moi _ _ _ _ _ _ _ _ _ _ _ PCCI, PRF1 n I I I I I i I I I I I I I I I I � I al 11 I I I I I I I I I I I I I I I I I I I I I I 1 I On: fileery Prolky: 10637 Bldg: 1 Plane: 2 OF THE STRUCTURAL SYSTEM, OR AUTHORIZATION IS PROHIBITED. TRIM FASTENER SPECIFICATION. FOR WALL STRUCTURAL FASTENERS NESTED GIRTS. GIRT LAP TURAL BEAMS 18 O I I I I I I a I 2 I I I I I I I I al al I I I I I I � I I I i I I 1 I 1 I I I I I I I 1 WALL ELEVATION AT WEST IS SEALED ONLY AS TO THE COMPONENTS FWWISHEO BY VARW-PSLOrH nuumrng coca: 91UE1C Live Ld(W/Trib Red) 20.0 psf Coll. Ld (gravity): 0.0 psf Coll. Ld (uplift): 0.0 psf Wind Speed: 90.0 mph Wind Exp. Cat.: B Ground Snow: 3B.9 psf Roof Snow: 35.0 psf Snow Exp. Cat.: 2 Seismic zone: 3 Building Use Cat.: 4 O Wall Sheet DESC. I I w 1 1 I I I I I I I I A ao N3 G2 1e0 -_.10/23/9 ME METAL BLDG MFG ASSN 22:0 � VARCO-PRUDEN 0 0'W/CMEI BUILDINGS P4010,f A UNITEO DOMINION COMPANY Y� --------------- SHEETING -_--_----_-_--__ MARK LENGTH THK COLOR (FINISH) PRWIO 3'-5" 26 Egyptian White (SP) PRW It 3'-8" 26 Egyptian White (BPI PRW12 2'-11" 26 Egypt i an White (SP1 PRW13 2'-B' 26 Egyptian White (SP) PRWI4 2'-5" 26 Egyptian White (SP) PRW15 2'-2' 26 Egyptian White (SP) PRW3 14'-1 1/2" 25 Egyptian White (SP) PAW34 15'-4 1/2' 26 Egyptian White (SP] PRW4 13'-10 1/2" 26 Egyptian Willis (SP) PRW5 14'-1 1/2" 26 Egyptian White (SP1 PRW6 14'-4 1/2" 25 Egyptian White (SP) PRW7 14'-7 1/2" 26 Egyptian White (SP) PRWB 14'-10 1/2" 26 Egyptian White (SP) PRW9 15'-1 1/2' 26 Egyptian White (SP1 0 O --------------------- TRIM _---_--__--___--_---_. FOY MARK LENGTH COLOR (FINISH) PCCI Patrician Bronze (SP) PPCF Patrician Bronze (SP) PRFI Patrician Bronze (KXL) RFR10 10'-0' Patrician Bronze (KXLI RKF10 10'-3' Patrician Bronze (KXL] AKF20 20'-3' Patrician Bronze (KXL) 1 OF14 14'-3' Patrician Bronze (SP) 1 JT14 14'-3' Patrician Bronze (SP) 2 OF14 14'-3' Patrician Bronze (SP) 2 JT14 14'-3' Patrician Bronze (SP) T Q PPCl lO,R1tEl0,REP20 - _ _ _ _ _ _ _ In: filesry Proiky: 10637 Blag: 1 Plane: 4 3. SEE JOB DETAILS FOR SHEEiIN 2. PRE -GRILLING 1/6" DIAMEIERI MAY BE REQUIRED AT 11 GAGE LOCATIONS. AND/OR SECONDARY LAP WALL ELEVATION AT EAST THIS DRAWING IS SEALED ONLY AS TO THE COMPONENTS FURNISHED BY VABW-PRUOEN Building Code: 91U13C THIS GMWING. INCLUDING THE INFORMATION HE Live Ld(W/Trib Red) 20.0 paf REMAINS THE PROPERTY OF VARCO-PRLOEN BUILC Coll. Ld (gravity) : 0.0 PSI A UNITED DOMINION COMPANY. Coll. Ld (uplift) : 0.0Bf IT IS PROVIDED FOR ERECTING THE BUILDING P DESCRIBED IN THE APPLICABLE PURCHASE OROEF mph Wind Sped: 90.0 AND SHALL NOT BE MODIFIED. REPRODUCED Wind Exp. Cat.: B OR USED FOR ANY OTHER PURPOSE WITHOUT PRIG Ground Snow: 38.9 psf WRITTEN APPROVAL OF VARCO-PRUDEN BUILOING: i„E F,EN PAL ryryryryTgpp55ACgT(pR ApNO/n[CR PppCtOR ROOF EXp. 35.0 psY egyFV MQRM��,�,CX VL ICgN[[FLECgAFE[AtIEII NNFGArM11ISGODO Snow E%P. Cat.: 2 E NG jLGGOOgA�FNNEPflPOS� ER�D �INOPDAX.IiI Building Zone: 3 L ]L iL Building Use Cat.: 4 A�j„ L, Noy MY ANNA NP a A NG Ftb SCALE Wall Sheet OESC. BUILDER`__ ..._ WD95011948-001 IM] D [MIG HEi4t BLOC MFG ASSN VARCO-PRUDEN JJJIIIBUILDINGS 4 UNITED DOMINION COMPANI F 22:1 SHEETING TRIM ________ MARK LENGTH THK COLOR (FINISH) FOY MARK LENGTH COLOR (FINISH) PRW33 14'-2` 26 Egyptian White (SP) EF12A 12'-3• Patrician Bronze (KXU EF20A 20'-3' Patrician Bronze (KXU RFR10 10'-0' Patrician Bronze (KXL1 (15)RFRI0,EF12A,(7)BF2OA — — — — — — — —T- 0 — — — — — — — --T--T PR433 LD REQ (50 N N N 150-0" WALL ELEVATION AT NORTH ISTF��nF 6314 `P OF On: filesry Pro k 10637 Blog: 1 Plane: 3 PA T i Y: THIS DRAWING IS SEALED ONLY As i0 THE COMPONENTS FIXWINMEO BY VARCO-PRWEN 1. Install SHEET ARE N IIB Right to Left Building Code: 91UBC j 2. HALL SHEEiS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM, Live Ld (W/Trib Red) 20.0 psf REMAINSAINEGPROPERiYIOF TANI I%1ATION HEREON. BVI HEREON. Wall Sheeting QUOTE E JOB F REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. Coll. Ld (gravity): 0.0 PIE A UNITED DOMINION COMPANY. g WD95011948-001 9552174-01 3. SEE JOB DETAILS I/ FOR SHEETING AND TRIM FASTENER SPECIFICATION. Coll. Ld (Uplift) : 0.0 sf IT IN PRDVIGED FM ERECTING THE W14DING BUILDER DATE 2. PRE -ORI LUNG 1/B' DIAMETER HOLES FOR WALL STRUCTURAL FASTENERS P DESCRIBED IN THE APPLICABLE PURCHASE ORDER EV DATEBY EENc. Teton West Construction Inc. 10/23/9 MAY BE REQUIRED AT 11 GAGE GIRTS, NESTED GIFTS, GIRT LAP Wind Speed: 90.0 mph AND SHALL NOT BE MOOIFIED. PEPRDgICED D Wind Exp. Cat.: B M USED FOR ANY OTHER PURPOSE ACOWCEt PRIOR CUSTOMER TIME LOCATIONS, ANO/OP SECONDARY STRUCTURAL BEAMS Ground Snow: 3R.9 psf "BITTEN APPROVAL OF VARCO-PPE Wx HOILDINGS. Bort Olsen Roof Snow: 35.0 sf SEB E °L [L�ryyTR°rT ANO/ p[ [[t0p LOCAi[ON METAL BLDG MFG ASSN 22:1 PIE 4 i PESPFNBLFOq A�CIAi11E G000 MAW/CH x� snow Exp. Cat.: 2 °� INpM " n M FFF ppEEnFrs� 11 TNG RlHls Rexbur ID VARCO-PRUDEN Seismic Zone: 3 '{MA�FL VL% Us p�iA NNEdH N"{ oRAMING PPOUECi f,�� VA f4 B x6N ksRFlcld$N OFTOAas Ron Olsen BUILDINGS PAGE Building Use Cat.: 4 kkp ¢A[ L[ $'1 Rr N A v p A N ALLXlher LOdds NONE OF�iENPOFY pyC H�LUO] iXE [ R Eci UNE SCALE W.ls BV RUGINE $tl0 A UNITED DOMINION COMPANY ----------------- SHEETING ---------------- MARK _--__ _ ____MARK LENGTH THK COLOR (FINISH) f PRW33 14'-2' 26 Egyptian White (SP) 1 1 --------------------- _--_---_---_ TRIM ---------------------- _____FOO FOOMARK LENGTH COLOR (FINISH) EF12A 12'-3' Patrician Bronze (KXL) EF20A 20'-3' Patrician Bronze (KXL) RFR10 10'-0' Patrician Bronze (KXL) Q On: fllesry Prolky: 10637 Bldg: 1 Plane: 5 1. Install Sheeting From Right to Left 2. WALL SHEETS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM, REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. 3. SEE JOB DETAILS FOR SHEETING AND TRIM FASTENER SPECIFICATION. 2. PRE -DRILLING 1/8" DIAMETER HOLES FOR WALL STRUCTURAL FASTENERS MAY BE REQUIRED AT 11 GAGE GIRTS, NESTED GIRTS. GIRT LAP LOCATIONS. ANO/OR SECONDARY STRUCTURAL BEAMS 150--01, WALL ELEVATION AT SOUTH Live Ld(W/Trip Red) 20.0 psf Coll. Ld (gravity): 0.0 psf Coll. Ld (uplift): 0.0 psf Wind Speed: 90.0 mph Wind exp. Cat.: B Ground Snow: 38.9 psf Roof Snow: 35.0 psf Snow Exp. Cat.: 2 Seismic Zone: 3 Building Use Cat.: 4 Auxiliary Loads NONE Wall Sheet OESC. eU[LCEQ T hen Gin c♦ 1 WDDY99j50119j'48�-001 HE LAI BLDG MFG ASSN VARCO-PRUDEN BUILDINGS A UNITED DOMINION CO.PAN' 22:1 ----------------- o . Ld (gravity): SHEETING ---------------- FASTENERS Coll. Ld (uplift : MARK LENGTH Wind Speed: THK COLOR (FINISH) PRW69 13'-9 1/4' 26 Arctic White (SP) PRW70 15'-0 1/4' 26 Arctic White (SP) PRW71 15'-0 1/4' 26 Arctic White (SP) PAW72 13'-6 1/4" 26 Arctic White (SP) PRW77 13'-9 1/4' 26 Arctic White (SP) PRW78 13'-6 1/4" 26 Arctic White (SP) PRW79 1'-10 114' 26 Arctic White (SP) PRWBO 2'-1 1/4" 26 Arctic White (SP) PRW81 2'-4 1/4" 26 Arctic White (SP) - PRW82 14'-9 1/4" 26 Arctic White (SP) PRW83 3'-1 1/4' 25 Arctic White (SP) PRW84 3'-4 1/4" 26 Arctic White (SP) PAW85 3'-4 1/4" 26 Arctic White (SP) PRW86 3'-1 1/4" 26 Arctic White (SP) PRW96 2'-7 1/4' 25 Arctic White (SP) PRW97 2'-4 1/4" 26 Arctic White (SP) 0 On: tilesry Prolky: 10637 Bldg: 1 P) 1. Install Sheeting From High Points) to 2. WALL SHEETS ARE AN INTEGRAL PART OF THE REMOVAL OR ALTERATION WITHOUT PRIOR AUT3. SEE JOB ANDI 2. PRE-DRILLINGILS 1/8FODIAMETERNHOLES FORMWAI MAY BE REQUIRED AT 11 GAGE GIFTS, NE STEI LOCATIONS, AND/OR SECONDARY STRUCTURAL I ----------------- SHEETING ---------------' MARK LENGTH INK COLOR (FINISH) PRW98 2'-1 1/4' 26 Arctic White (SP) PRW99 1'-10 1/4" 26 Arctic White (SP) Q L,5) VTA10,�3) TACO------------------�. THIS CRANING IS SEALED ONLY AS TO THE COMPONENTS FURNISHED BY VAPCO-PPWEN Building Code: 91UBC THIS CRANING. INCLUOIxG THE INFORMATION nEREIXi, Live Ld(W/Trib Red) 20.0 psf REMAINS TNG PR�EPTY OF VAR[O-PiXAEN GDILOINGN C 11 ICATION. o . Ld (gravity): 0.0 psf FASTENERS Coll. Ld (uplift : 0.0 psf LAP Wind Speed: 90.0 mph Wind Exp. Cat.: B Ground Snow: 38.9 psf Roof Snow: 35.0 psf Snow Exp. Cat.: 2 Seismic Zone: 3 Building Use Cat.: 4 Wall Liner SheetingOUDTEN WD95011948-001 iEv DATE BY CESC. BUILDER Teton West Construction Inc. cUSTOAFR Ron Olsen lM1 LuI Lr -Lf LGCAiION Rexbur, ID METAL BLDG MFG ASSN VARCO-PRUDEN PPOJECi Ron Olsen BUILDINGS SC NTS eunolNa S}l0 A UNITED DOMINION CDMPAN` N 552174-01 09:1 SHEETING MARK LENGTH THK COLOR (FINISH) PRW100 2'-7 1/4" 26 Arctic White (SP) PRW69 13'-9 1/4' 26 Arctic White (SP1 PRW70 15'-0 1/4' 26 Arlt JC White (5P) PRW71 15'-0 1/4" 26 Arctic White (SP) PRW72 13'-6 1/4' 26 Arctic WhI to (SP) PRW73 14'-9 1/4' 26 Arctic White (SP1 PRW74 14'-6 1/4' 26 Arctic White (SP) PRW75 14'-3 1/4' 26 Arctic White (SP) _ PAW76 14'-0 1/4' 26 Arctic White (SP) PAW77 13'-9 1/4' 26 Arctic White (SP) PAW78 13'-6 1/4' 25 Arctic White (SP) PRW79 1'-10 1/4' 26 Arctic White (SP) PRWBO 2'-1 1/4" 26 Arctic White (SP1 PAWS 26-4 1/4 26 Arctic White (SP) PRW83 3'-1 1/4" 26 Arctic White (SP) PRW84 3'-4 1/4" 26 Arctic White (SP) ----------------- SHEETING ---------------- MARK LENGTH THK COLOR (FINISH) PRW85 3'-4 1/4' 26 Arctic White (SP) PRWB6 3'-1 1/4' 26 Arctic White (SP) -- ZSR aA,---------- - - - - - - On: filesry Prol ky: 10637 Bldg: 1 Plane: 4 O• THIS DRAWING 15 SEALED ONLY AS TO THE COMPONENTS FURNISHED BY VARCO-PRUOEN i. Install Sheeting From Hign Point (sl to Low Points) Building Code: 91UBC 2. WALL SHEETS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM. THIS DRAWING. INCLUDING THE INFORMATION HERean. GUOTE F uOe F REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. Live Ld (W/Trib Red) 20.0 paf AE UNITED DOMINIONTHE RCOMPANY��O PFIpEN BUILDINGS. Wall Liner Sheeting WD95011948-001 9552174-0 3. SEE JOB DETAILS FOR SHEETING AND TRIM FASTENER SPECIFICATION. Coll. Ld (gravity) : 0.0 psf IT IS PROVIDED FOR ERECTING THE BUILDING BUILDER DATE 2. PRE-OgILLING 1/8' DIAMETER HOLES FOR WALL STRUCTURAL FASTENERS Coll. Ed (uplift) : 0.0 paI DESCRIBED IN THE APPLICABLE PURCHASE OPER Ev DAT Br DEsc. Teton West Construction Inc. 10/27/9 MAY BE REQUIRED AT it GAGE GIRTS. NESTED GIRTS. GIRT LAP wind Speed: 90.0 mph AND SHALL NOT BE MODIFIED. REPRODUCED cusTaEq M De M ('01 LOCATIONS. ANO/OR SECONDARY STRUCTURAL BEAMS wind Exp. Cat.: B OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR LMJ LMJ LnJ TIME Ground Snow: WRITTEN APPROVAL OF YARco-PAMDEN BUILDINGS. Ron Olsen 38.9 psf METAL BLDG MFG ASSN 09.1 E �F�,[^�Q FRAU C NT AripP A 0/ R EL�TOR LOCATION Rexburg,ID DRAW/ME W Roof Snow: 35.0 psf VqSFOL ERR, NryEN�N� [BL?gqF14 f% XISGDCO Snow Hxp. cat.: 2 �2A "G ETf LSN[gFFQ�dE[[u [�y Q [5 oqAMIND PRDaECT VARCO—PRUDEN Seismic Zone: 3 AL Fdl 9LrSCARn PR NHEqHe{jpN o IA IL$ Ron Olsen ? Building Use cat.: 4 ANtp ALGL u5fnv p52ND M PtPfAINTN fO auILOwG VU BUILDINGS PAGE n PROPER Eli it IX WELL IN TME [UUURFECT UBE SCALE L AUXilldr LOddB NONE pF TENPOq Y NMlC WEL NTS $1T0 A UNITED DOMINION CMPANT : _______ _________ SHEETING ____--_-_-_--_-_ MARK LENGTH THK COLOR (FINISH) PRW88 14'-0 11/16' 26 Arctic White (SP) t j On: filesry Projky: 10637 Bldg: 1 Plane: 3 1. Install Sheeting From Right t0 Left 2. WALL SHEETS ARE AN INTEGRAL PART OF THE STRUCTURAL S REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS 3. SEE JOB DETAILS FOR SHEETING AND TRIM FASTENER SPECI 2. PRE -DRILLING 1/8' DIAMETER HOLES FOR WALL STRUCTURAL MAY BE REQUIRED AT 11 GAGE GIRTS, NESTED GIRTS, GIRT LOCATIONS. AND/OR SECONDARY STRUCTURAL BFAMS fi TQIPh OFF \d% 1105 QrjP. e Aru. TUtnQTlovAS). Y 7 T Q T T Otl) 1/`/ �I CS) EfA21 P BB REQ (50 150'-0^ WALL ELEVATION AT NORTH inl5 GAMING 15 SEALED ONLY AS TO THE Building Code: 91UBC Live Ld(W/Trib Red) 20.0 psf se Coll. Ld (gravity): 0.o psf A' Coll. Ld (uplift): 0.0 psf IT Wind Speed:90.0 mph AN Wind Exp. Cat.: B OR Ground Snow: 38.9 pet Me Roof Snow: 35.0 psf Snow Exp. Cat.: 2 Seismic zone: 3 Building Use Cat.: 4 Auxiliary Loads NONE Wall Liner Sheet OESC. "TE • WD95011948-001 pS A 4D955217 Inc. M C2 D LMJ f o 1 METAL BLDG MFG ASSN DATE 10/23, TIME 22:1 VARCO-PRUDEN BUILDINGS A UNITED DOMINION COMPANY GNANitMegN PAGEW �/'�'f ----------------- SHEETING ---___---__-_-_- MARK LENGTH THK COLOR (FINISH) PRWBB 14'-0 11/16" 26 Arctic White (SPI 5) LTA, Cg) �Ta21 0i P8R p RBD (60 N 4- 150'-0" WALL ELEVATION AT SOUTH 91 STE vFF X314 �, :sl• Z� per' \I,,- yTE OF /"I n �1� On: filesry Projky: 10637 Bldg: f Plane: 5 �H R 1. Instal] Sheeting From Right to Left THIS DRAWING IS SEALED ONLY AS TO THE COMPONENTS FURNISHED BY VARW-PPIIOEN 2. WALL SHEETS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM, REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. Building Code: Live Ld (W/Trib Red) 91UBC Tars DRAHIxs. [xttuDlNc TxE lxroRMATION HEREON. 20.0 psf REMAINS THE PPAPEPTY OF VAPCO-PPWEN BUILDINGS. Wall Liner Sheeting 4 QUOTE W WD95011948-001 JOB P 9552174-01 3. SEE JOB DETAILS FOR SHEETING AND TRIM FASTENER SPECIFICATION. 2. PRE -DRILLING Coll. Ld (gravity) : Coll. Ld (uplift : P 0.0 psf A UNITED DOMINmx CoHPANY. 0.0 [r IS PROVIOEO FQ9 ERECTING THE BUILDING EV DATEBy BUILDER NBC. DATE 1/B" DIAMETER HOLES FOR HALL STRUCTURAL FASTENERS MAY BE REQUIRED AT f 1 GAGE GIFTS. NESTED GIRTS. Wind Speed: psf DESCRIBED IN THE APPLICABLE PLPCXeSE OPOEP 90.0 mph AND SHALL NDT BE MODIFIED. REPRODUCED Teton West Construction Inc. 10/23/9 GIRT LAP LOCATIONS. ANO/OR SECONDARY STRUCTURAL BEAMS Wind Ex Cat.: p• Ground Snow: B OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VARCO-PRUCEN BUILDINGS. 38 9 CusroMER Ron Olsen � D � p METAL BLDG MFG ASSN TIME 22:1 ROOF $ROW: Snow Exp. Cat.: 35.0 psf sf ESr,EELVALp�Cpyip C9ipP AyD/ptORUERP cETOP p HA Y W4PI(MPN X GLqNFEF "i] GA Ni SGO00 2 HIL¢ NG F �M+ G eA x 7H LOCATION PRO,recT Rexbur ID VARCO-PRUDEN pRAH/[ EC Seismic Zone: Building Use Cat.: 3 T Ls'pgFE1 x u p3 0 eH[uG g "e°°� � y IRRY." N LUD THE Ddd NEE°Fd"Rs 4 P x LUW THE 2 NET usI evaD[rvG Ron Olsen BUILDINGS PAG Auxiliar LOads NtlNE 0 TEMP Y eG N SCALE NTS Shop A UNITED DOMINION COMPANY BRA;E ROD SLC'�S MR WALL BRACE xLE.SMEN00 SAG AGM. EW E AAJ D A SAO ROOq NOY TACH FTO SELF DRILLING FASTENER OR BOLt AT CENTERLINE Of PURLIN Ofl XICXEq. MAYFRAB RAFTER MAY BE AFTER TOR ROD HAUNCH ME' TABG AND PURUN W/ AL PURLIN w-t4 . a w• STRUCT FSAY (ssm]7 FIELD pRILL HOLEB. TAPERED nj ROD HANGER OR UNISTRUT AS NEEDED. A GLE CLIP, HANGER AND CLAMPS NOT BSI VARCO PRUDE BEND TAB II MT PURLIN 0070M ROD SLOTS ! HILLSIDE WASHER REQUIRED OTH HILLSIDE BRACED WASHER' HEXNUTADJOINING BAYS NOTE: DIM'$ SHOWN FIAT WASHER, WALL BRACE ARE STANDARD BUT HEX NUT ROD MAY VAR ROOF BRACE - 6• 6• R00 (--RCD-_) o TIRE SPRINKLER HANGER SYSTEM MUST j WEB WEB EAN W BE CAPABLE OF RESISTING 250 LBS. PLUS HEIGHT OF WATER FILLED PIPE PER DEC. RARFRAMER - o OTHER SUSPENDED LOADS 100 ST T CGS. MUST BE SUSPENDED SIMILAR t0 1X15 SIMILAR N• OR LESS DETAL 00 NOT CIAMP t0 BOTTOM FLANGES. Ecl HILLSIOE WASHER SAG ARGUE O FLAT WASHER (SA-) HEX NUT CONTRACTOR'S NOTE: ANY LOADS OVER 400 LBS. APPLIED TO W MEMBERS SECTION A-q_ E SUCH SLIGHTING,G, PIPE SUPPORTS ETC. MBE TERALLY A HOLES ININSET ARV INSERT SAG ANGLE TAB INTO PURLIN SLOTS BRACED ELEMENTUST ACEDTOTHE MAINUILN BOGS LATERAL LOAD RESSTWCS (PURLIN ROOF RODS AT RIDGE X AT INTERFERENCE AND BEND TAB FLAT. SEE ROOF FRAMING BRACING STRUTS OR PRIMARY FRAMES) AS REWIRED BY DEC SEC. 2336 WW RODS ORIONS FOR LOCATION OF SAG ANGLE RUNS. FOR SIESMIC LOADS. BRACING TO BE PRONGED AND INSTALLED BY CONTRACTOR ROOF ROD BRACING ANDMUST RESIST LATERAL LOADS EQUAL TO THE WEIGHT OF THE SUSPENDED UNIT OR AS By 2}}fi, WHICHEVER IS LESS. ED00 3 PLATE OR GAGE ROD BRACING AT COLUMN BASE BR02A1 ROD BRACING BR0281 PURLIN BRACING BR09A5 SUSPENDEDDLOADS 000e IRA' 3-PLATE OR GAGE eAwMv. .v]mro ARIA SORI EWALL COLUMN SAG ANGLE INSTALLATION FROM PURLINS - 100 LB. LOADS OR GREATER EN10A1 W FRAMES OR SUPPORT BEAMS O INGER SHIM AS 4 N• REQUIRED NWAIMB Ni X N• TAPE MASTIC SM.N. v.,MAP 1'-0` 1'-0• t'-0` am morns FACE Of V•-14 A W ROOF STITCH J• 4 K' /J(�/'�(����-F CONI. (80390) µ-14 . ROOF RAKE FASCIA WALL PANEL @ FSNR (5)•••) Y-0. O.C. . 3" MAX. GAGE STITCH FSNR (576..) SN V•-l4 a ROOF (RKF-) I w AVOID FASTENING INTO (MIN. H' A30) BOLTS TYPICAL BOLTING $ PLATES. STITCH IRq (576••) SE 2 PER RIB PURLIN FLANGE ,. ,F 10 O C MIN. PITCH) V FACADE OR CANOPY CONNECTIONS ANTI-CAPILLARY BEAD INT AND 6 PER SIDELAP RIB BOTTOM OF W A W" TAPE MASRIC ROOF SHEET CONT. (80390) IMI 12-14 a 1 ROOF U` STRUCT FSNR (5)4•) J PER FWi N-Id . ah` ROOF ENOLAP & RIDGE CAP Y 3 ' STITCH FSNR (5]fi••) MAY BE STRAIGHT 0 1 PER PURLIN AND OR TAPERED MEMBER ® 2 PER :PACT I1 12-id A 1 N• WALL 95e 2• MIN. ® 12-t4 • 1 w' ROOF S8 bV STRUCT FSNR (564•-) $ O 2 PER FOOT SIR CT FSNR (5]4••) / ® i PER FOOL CLIPS, PLATES OR BUT I ARE NOT BY VARCO-PRUOEN RAT SHIM AB REQUIRED PURLIN BEARING EDOF n-14 A R' ROOD INTERMEDIATE PURLIN p PANEL RIB OUTSIDE q CLOSURE (80110 3s ) CONTRACTOR'S CONTRACTOR'S NOTE: BETWEEN BOLTS BITCH FSNR (5)6••3 5. O.C. FOR FIRST 'eR FIELD DRILL OR FIELD WELD SUSPENSION ANGLES OR PLATES. 1O'-0' UPSiOPE ALLOWABLE LOAD = 1 KIP PER PAIR OF BOLTS 12-14 X 1 n' ROOF RC04B1 AT SIMILAR = 1.4 KIPS PER INCH OF WELD WITHOUT INSPECTION SIAUCT FSNR (5R••) SEE FOR STD PATTERN = 2.8 KIPS PER NCH OF WELD IST DESIRED A00 PAIRS OF BOLTS OR INCHES OF WELD S.0 RESIST DESIRED CONCENTRATED LOAD. LOADS LESS MAN 500 LBS MAY BE NOTE: FIELD CUT SHIMS S.0 DESIRED OIMEN90N5 S.0 C04B SEE FOR UL90 PATTERN 12 14 . 1 K ROOF STRUCT FSNR (5]d•.) 3 PER FOOT V•-Id A L5' WALL 6TITCH FRR SUSPENDED USING CLAMPS. (I N` FROM CODE R FLANGE). ACHEIVE DESIRED RESULTS BUILDING SAVE (565H 1'-0' O.C. CONCENTRATED LOADS SHALL NOT EXCEED USER DEFINED COLLATERAL LOADING INDICATED ON THE PURCHASE ORDER AND IN W CALCULATIONS. SHIMS ARE MADE It FROM 17 GAGE MATERIAL. 0048 SEE ® FOR 25/ L.L. PATTERN PANEL SIDELAP FAS FASCIA RETAINER SUSPENDED LOADS EN10A2 FROM STRUCTURAL STANDARD SHIM PROCEDURE EN20A1 PANEL RIB ROOF RC0381 FASTENER PATTERNS RC0482 (RFIA) PANEL RIB RAKE TRIM RC3081 BEAMS °"p1na TYPICAL AT ANY BOLTED CONNECTION PANEL SIDELAP ICE DAMMING ALE Of Rsnlna R mpsN R olpary• PANEL RIB WALL THRU 2:12 "mnsM PANEL RIB INSIDE WALL PANEL 1 W' CLOSURE (80130)� PANEL RIB Y-1l ROOF NO1 E: SYBSP NTE »' GIA A525 BOLTS IN LOU GF EACH ENO OF FLANGEREWIRED GRACE VARWS CAP SHEET RAKE FASCIA PANEL RIB STITCH)FSNR P RAKE FASCIA 6 ) 5 PER N (S I- !/ WnEx (SFB-) BRACE$ ARE REWIq[o SS Y, G (R-) (RKF-) OGLER (PRF-) P57 (RKF-% PEAK CM EAK 6a' 5 ATTACH W/ 0 Vs x Ns' A V•` TAPE VAR'ES POP RIVETS (55265) E`' 80 903 ARE SCIA TO VOP N BMASTIC OTH R' A ®• LAPUNDER�F1yE _.CONT SIDES OFAPE W.P.P MASTIC PEAK CAP APPLY 4' A h` TAPE 3 )' CLOSURE CONT. (80390) CAW ASSEMBLY MIN 3' MASTIC (80390) UNDER (EA ) ATTACX W 6 THIS EOL£ OF PEAK CAP 1* A307d PANEL RIB OUTSIDE / JHPE,R pP EAVE FASCIA CLOSURE (80140) (552fi5�t8 l PURLIN LAP0�0 (EG-) 1\ N-Ida A' WALL K-14 N w ROOF STITCH FSNR STITCH FSNR (565••) 1'-0. O.C. (5)6•• 1'- ' 0 O.C. RIDGE PURLIN CUT AWAY SHOOED A / AREA \ ATTACH (PPC-) TO (RKF) W/ 11 POP RIVETS 55 ( 2fi5) _ N A 1 N' A}O) BOLTS NOTE: A325 BOLTS MAY REWIRED. AJ25 \VA qA BHE OLTS AT LOCATIRS PANEL RIB LOWER DESIGNATED BT # q Y ON FASCIA RETAINER WALL PANEL ROOF 45 s 6 / ON ROOFP (MEN-) SHEET I 1, N A 1 N' AJO) BOLTS 14 54) NOTCH DETAIL A_p PLASTIC PEAR CAP (PPC-) TTA. AT FLANGE BRACE FLANGE BRACE (FB-) OR (SFB-) PANEL RIB W EAVE FASCIA RC31B1 PANEL RIB ROOF PANEL RC3481 R RC38A2 RAKE FASCIARC3884 PURLIN CONN. AT INTERIOR FRAME RS01A2 RIB WALL "`'jp1V` "°'^an• RIDGE CAP ENDLAP Ac,nw u/m/ro T E 4.�'/' PLASTIC PEAK CAP ATTACHMENT (P-RIB ROOF) 6 Ne" OR 8 'h" CONTINUOUS PURLINS W/O CLIP A un'n' aNM vol THIS BwNIX¢ INCLWIHG THE INFORFATION HEREON. REMAINS THE PROPERTY ERECTION DETAILS JOB 014-ui U r 63 14 OF ARCO-PRWEN OUILOIHGS. UNITED DOMINION COMPANY R IS PRGV IGEO FOR ERECTING THE GUILDING REV GUILDER DATE OE SC RIB ED IN TBE APPLICABLE PURCHASE DI GATE By OESC TG[OG N¢SC C005[a'u[C{Oq Inc. 10/23/95 Oq SHALL NOT Be MODIFIED . ERXOWCET, AP USED FOR ANY OTHER PURPOSE WITHOUT PRIOR D CUSTOxEq ROn O151i1 •'j LA V �O = THEWRITTEN APPROVALCONT OF YAR CA-PRUDEN DVILD IHGS. TDP AND/OR ERECTOR IS THE GENERAL RESPONSIBLE SOLELY SHIPOIN " e,"a w•`" u• •a en ,VARCD�RDDEN DRAWN GY LOCAL IAN R22DU 9 10 y L�A A oY, O WORKMANSHIP IN ERE FOP ACCURATE GOOD NG 1UALI tY. THIS BUDETAIL IH WITH CxKA.�� nr -J / rJ H THIS Tx 15 WING. A DETAILS REFERENCED REFERENCED IH THIS ALL AR ALL FCD-PRUAEX RRAJ. NAME 1 'i ` S PA ERECTION OElA1L5 AMD ALL INDVSTPY STANDARD ON DETAILS INOU TME TAINING ERECTIONNGPACING ROD G15¢i1 BUILDINGS SCALE L.G.SHANE Snlo pG II/L WI INCLUDING CORRECTTUSERAFE TEMPORARY A Um Ginn,- CPmP.RY OR ` ENDWALL RAKE CHANNEL STANDARD LOW PANEL RIB WITH• @ (RKCJ--) AT 8 N' PURLINS @ PURLIN CLIP EAW PURLIN CRIMPED BASE BASE ANGLE (BA1) ENDBAY ROOF (RKC-- AT 8 H' PURLINS . ) N' x t N" A325 (EPCT) WELDED PANEL RIB WALL SHOWN, MAY BE BASE GIRT (BCI, BC2, OR BG3) PURLIN BOLTS (49080) 4 PER CONNECTION (EPC1) BOLTED 12-14 xI K' WALL STRUCT PANEL RIB FSNR (584••) INSIDE 12-14 x I W' FINISH FLOOR 2 PER FOOT CLOSURE WALL STRUCT OR TOP OF i FSNR S64•• NRB WALL FASTEN RAKE FASTENER REWIRED (80130) 2 PERR(F00T) CHANNEL LAPS AT SSR 4 PRF ROOFS W' • 1 H' ASO] BWTS. V�nl4(r)1 V' ATLPANEL R�B SIDE n JCP052050 p II BASE GIRT (BCI, BC2, OR BGl) - NOTE: A325 BOLTS MAY STRUCT FSNR S BE REQUIRED. USE A325 m (55307)BOLTS U`` AT NS I/' Z DESIGNATED BY A, S i - ON ROOF PLAN. O EH0�RI( EPCT 9 FINISH FLOOR OR LOP OF CURB WALL ` Np4F' ® ® CONC0 ETE FASTENER CONCRETE FASTENER 18' O.C. (NOT BY V.P.) $ASK t JCP052050 aB' QpC (NOT BY PJ RAKE BEAM O3 5 MUP(5 AGE r (I) V T4 x T S WALL STRUCT FSNR HAUNCH NOTE: A GONG. FSNR MUST BE LOCATED NOTE: A CONC. FSNR. MUST BE LOCATED 6' FROM EACH ENO OF ME LESS THAN "F OR PLLATC 1NSf) @ (55]OJ) MEMBER LESS THAN GL 6' FROM EACH ENO OF THE BASE ANGLE OR BABE GIRL. GL BASE GRT. BASE ANGLE PURLIN CONN. TO END FRAME RS02A1 RAKE CHANNEL TO PURLIN R510A1 WELDED LOW EAVE PURLIN INT. FRAME RS11A1 BASE OF LWO-, A-MCiAM IA -T WC01A1 BASE OF WALL ATTACHMENT WCO1D1 614" OR'h" CONT. OR SIMPLE W/0 CLIP 6 YJ" OR 8 14" PURLIN 6 YE" OR 8 14" PURLINS (O.S. GIRTS) SQUARE CUT PANEL RIB CRIMPED BASE PANEL R18 WALL F8 nan. wn,n wnfM x wnn� mnMm K-14 x A' WALL STITCH @ FSNR (565••) 1 PER SUPPORT AND I PER CIRi SPACE EAVE ON 2 WHEN SPACE RAKE MEMBER 1 V•' (•— 00 NOT INSTALL FSNR AT PANEL RIB ROOF FACE OF OCR L ASnING 6REDD'-0' EXCEEDS fi'-O' EXCEEDS WALL PANEL BOTTOM OF ROOF SHEET x @ WALL STI CH PANEL _ — — — — STANDARD N' (OS RIB 12-U + 1 V•' CLEARANCE BETWEEN ROOF 'BNOfl CS••) WALL WALL STRUCT WALL GIRT FSNR (564••) WALL GIRT WP AND WALL PANEL RIB 2 PER FOOT PANEL AT B.L. x T WALL PANEL O 12-14 x I W' WALL STRUCT WALL FSNR (564••) WALL BIRUCT FSNR (564••) T STANDARD EAVE V -O' O.C. 2 / FOOT PURLIN 12-14 x 1 K' ONE AT EACH WALL STRUCTO SIDE OF RIB 12-14 x I K' FSNR (564•.) WALL STRUCT @ I PER FOOT FSNR (564••) /@ AT INT GIRTS\ T PER FOOT BASE MEMBER 12-14 x 1 W WALL STRUCT FSNR ( PANEL RIB WALL PANEL PANEL AIB OUTSIDE CORNER FLASHING (CT-) JAMB TRIM 2 PER FOOT PANEL 40ELAP (SEE ERECTION DRAWINGS) WALL PANEL @ (JT_) PANEL RIB WALL FW -004-A-11 PANEL RIB ENDWALL AT RAKE FW -C10 -A-11 PANEL RIB WALL AT EAVE FW -C11 -A-11 OUTSIDE CORNER TRIM WC2071 JAMB TRIM AT OVERHEAD DOOR WC24A1 FASTENER PATTERNS ns7o W/ BLANKET INSULATIONI I STANDARD EAVE PURLIN PANEL RIB WALL PANEL RIB WALL +nMm mmn, mp,n, ,0131n1 @ PANEL AIB WALL PANEL L-11 LINER PANEL @ @ O RAKE BEAM @ 6 RAKE BEAM I W-14 x u' WALL STITCH FSNR (565••) I I r— x' MIN. 1'-0" D.C. SECTION A -A LINER SECTION A -A TRIM ANGLE FSNR • 1 A' STRUCT (iA10) D.C.(565••) A-14 x A'RWALL ( ) LMER TRIM Li- �O' DOOR `g� iIRNMR AT LACE BEAM. YSIITCI 0.0. LINER PANEL HEADER HEADER p1 (HR-) 12-24 x I K' STRUCT TRIM (HTS-) T -N 1 W' 0' O.C. A-14 x 1 A' STRUCT • WALL STRUCT ATPLATEBEAM. 1—FSNR (55307) 2'-0' O.C. FSNR (564.•) AT GAGE BEAM. O.C. W' MIN. 12-24 x 1 K' STRUCT LINER DOLE 12_14 x 1 V•' ! —T FSNR (56101) 2'-0. O.C. HEADER WALL SFRUQ AT PLATE BEAM. AMB RIM FSNR (564..) (Ji-) 12-14 x 1 K' 12-11 x 1 Y_ 1'-0' O.C. TRIM ANNA (TA10J WALL STRUCT WALL STRUCT (564•• FSNR ) LINER TRIM (LT-) SDEWALL A FSNR (564..) C\ V-0' O.C. A / 1'-0' O.C. 12-14 x 1 A' WALL STRUCT COR O ENDWALL DWUNN ODOR FLASHING @ DOOR FLASHING 8 W' STITCH -14 xF$NR WALL IN O.G ••) 8 A' f 0' NS (5641-) A A (585••) 1'-0' O.C. WALL TRIM AT DOOR HEAD WC24A3 LINER TRIM AT DOOR HEAD WC25A3 LINER PANEL ATTACHMENT FW-C61A--31 LINER PANEL ATTACHMENT WC61A4 LINER PANEL ATTACHMENT WC61A8 OVERHEAD DOOR OPENING W/ LINEROVERHEAD +mp'n OVER D DOOR OPENING OUTSETIAM (8 W GIRTS) INSET ENDWALL RAKE BEAM (8 Ye" GIRTS) TRIM AT COLUMN; INSET WALL A, 1NAL + mnNs A oinsM THIS op AKING INCLUOIN. THE FORMA}IpN HEREON INROPERTY ERECTION DETAILS �°'SZl'iMol REMAINS THE POF VARCO-PRUOEN BUIL01.0S. A UN TIED W1s INION COMPANY. Ti I$ PROVINEO FOR THE BUILD IND BU ILOEp REV GATE NY OESC Teton West Construction. Inc. DATE 10/23/95 U iA eT 4 ((VVI,3 1 APPLICABLE AND SHALL IN THE APPLICABLE PURCHASE OgOEP REPRODUCED. AND SHALL HOTFOR of MODIOTHER OR USED FOR ANY OTNER PURPOSE MIi NOUi PRIOR O O DO Q CUSTOMER ROn OISen WRITTEN APPROVAL OF VAP CO-PRL9EN BUIROI Nps. RCO-PRE pgAMX BY THE GENERAL CONTRACTOR ANO/OR ERECTOR GOD W X0.KMA RESPONSIBLE FOSTTN ACCURATE GOOD WAL IiY. ••• LOCATION RBKbUr 20 9` �\ VARCO_•PRUDEN CNKO. e 11� Lv VV J t� WORKMANSHIP IN EPECIS Np THIS 9U DETAIL IN REFERENCED WITH THIS DRAWING DETAILS REFERENCED TH THIS DRAWING ALL ABLE PRO]. NAME ROn Olsen Ir (�O OF \0 (3-J DKARL ALL ERN ION OE iq ILS AND ALL IHWSTRY STANDARDS INCLUDING %j�J V(/• BUILDINGS RG /f (`lam THEPIERTCORI CTTaSE OPEIEEMPORARYNBRACING. SCALE BLOp. NAME $TIO p n e Damsn lan ComF.n, "� COLUMNWALL LINER PANEL N-IA X TV INSIDE CORNER NOM' $UBSnNT: N' DA .K125 Bars IN UVU OF AMP AT EACH END OF FLANGE MAU NO2: WBSTNIE N' INA A325 BOTSIN UEU . y y WALL STITCH BASHING (ILL-) WALL 50TCH MEN (SEB-) BRACES ME REWIRED 1' AJC) B0.)$ OF AW) AT EACH END OF FLANGE MADE WEN One-) MAMS ME REWIRED N' X I" AJC] BC415 (49050) 2 PER CLIP FSNR 565•• O.C. ) FSNR (585••) 1'-0' D.C. (4 • (49050) 4 PER CLIP x 1' AJC) BOLLS f PER ENCRUST (49050) NP (4 INSIDE FACE OF GIRiS� N• a I N' GIRT CUP (GCf) MAY OP BOLTS MELDED (GCI) GIRT CLIP (GCf) MAY BE GC LINER /\y • (490OP (49054) AyJ) BOLLS WELDED \ pfli CLIP (GCS) PANE TYPICAL U.N. , (49054) LNP. U.N. i MAY ED SHOP WELDED (CC2) rNDWA INSIDE FACE FLANGE ------" OF GIRTS BRACE FLANGE BRACE 4�0')OB FB-) OR ORj JAMB LINER PANEL 5 NT{OB (SEB-) •y > N. J\{,S BOLTS a 49r (JT ) 5 0 OF FRAME Q 5 OF FRAME ll�JNO�� I' 0307 `(4 K I N' qR BOLLS N' K I' A]0) BO F C BOLT 49050 (49054 2 PER CLIP ( ) ) BOL) (.N. (4 M i N' PJC) BOLTS TYP. U.N. (49054) 2 PER CLIP 14' • I N' AJC] BOLTS BOLLS (49054) 2 PER CONN. LINER PANEL ATTACHMENT WC61A9INSIDE CORNER FLASHING TRIM AT COLUMN; OUTSET WALL WC62A1 GIRT CONN. AT SIDEWALL COLUMN WSOtA1 GIRT CONN. AT SIDEWALL COLUMN WS01A2 GIRT CONN. AT ENDWALL ENDPOST mnaM LINER PANEL Mr>a•rn +moan• 6 VOL" & 8 V!' OUTSET CEI GIRTS •)mnYJ RrRnlnr 6 h" & 8 'h" OUTSET SIMPLE ZEE GIRTS 8 V4" INSET CEE GIRTS WS0381 mluN R mrnnr R mmna N' R I' A307 BOLTS (49050) 2 PER CUP CRT CLIP (008) N' R I N' A307 MAY BE SHOP BOLTS (49054) FIELDI MILL (2) Mi- EXORCIST MELDED (GC)) 2 PER CLIP IN RAKE BEAM DiD ATTAM A A BOLLS (49050) 2 PER CUP 6 N' OR 8 N' JAMB, SINGLE �' T` ORT 0.1P (GU)x MAY I N' AJC] (49054) OR DOUBLE 'Qac 8 N' JAMB;' �� SINGLE OR BE SHOP 8 N' INET WELDED (GCI) DOOR JAMBTS CLIP (DJC2-)ER CLIP ��' A DOUBLE CRT CLIP GCS) ( MAY BE SHOP ENDWALL GIRT (DJC))I JAMB BASE CUP ((JBC1) D 8 'A JAMB OLi51' A]0] A ( 9050) MELDED (GCI) 1 BO R 1' 930) BOLLS (49050) i (JBC2) O 6 A' JAMB 2 PER 8 N' GIRT �} y 4 PER CLIPRAKE - g• 8 N' OR 8 N'BEAM • l ) FRAMED ( I N' ANCHOR WTSET BOTTOM OF OPENING I I O BOLLS 31CRiWALL RAKE BEAMmSTRUCT12-24 \ K 1 ( Aa-FSPER(JAMB) l MA%5 a 1 N' FSNR / " RT x 1' AJC] ALTERNATE: TACK WELDSTHUCT ( % CONCRETE FSNR(55]0)) PER ANGLE Fp sLTS (49050) I rn- AT <B- D.C.J �'I '�< _PER CLIP (NOL BY V.P.)N' R i N' A30) BDLiS (49051) 2 PER CONN. FRAME or HOLES B N' OR 6 N' AR I O �' S W BASE MEMBER 0 1 Vi, GIRT FILLER ANGLE (CFA-) JAMB GR SINGLE DA 44FQ OW BLE ry0 ® a u -W CEE J GIRT CONN. AT ENDWALL ENDPOST WS03B2 GIRT CONN. AT CORNER SECTION A-A SECTION A-A 8 'h" INSET ZEE GIRTS COLUMN WS10E2 JAMB TO RAKE BEAM WS20A4 JAMB BASE ATTACHMENT WS20A8 GIRT TO JAMB WS20D1 MFPB)n Amnln+ 8 VOL" INSET GIRT AT EW, ANY OUTSET GIRT AT SW Mindn.+m)mna 8 Vz" OR 6 'fz" JAMB, INSET ENDWALL 6 'h" A m/mna h" OR 8 JAMB + m/mna 8 Vz" CEE GIRT. 8 'h" JAMB W +'."" FIELD NOTCH BASE CRT TO CLEAR COLUMN BASE PLATE BASE CRT (BGI), (802) FIELD NOTCH BASE GIRT OR (BG]) TO CLEAR COLUMN BASE A 8 N- JAMB. I' A307 N' R I' A307 BOLTS (49050) 8 N'JAMB, 2 PER CLIP �SINGLE OR �aq]CS DOUBLE ` SINGLE OR ) JAMB TO COLUMN `,`a OA 0 1 is a N' M I' A]OJ DOUBLE 4 PER HEADER CLIP (JCP-) O BO } BG ac B 0 O 5 g .y.1 BOLLS (49050) A 2 PER B N' OR i I 1 1 6 N' OR B H' LINER DOOR i I I\\ 6 NN 0 0 P\ /�1\H/\yOB Z g0 HEADER N' R I N' A30) q. I BDLTS (49054) GIRT FILLER 2 PER CLIP KA J \` ® I ANGLE (CFA-) ® ! I ' I J ENDWALL '~ SIOEWALL I fi N' Ofl@ N' R I' AJC) 3 N' 8 N- BOLTS (49050) I EQUAL J' EQUAL 2 PER CLIP A 1 0 O NN•N Z BASEGIRTOW 3 20.03.0/ 6 M,P+ ass k•J; OS. G,BL k'0J0.0 6q I I ORGI(BGS)C2) @ \600\?' 8 N —T 6 N' COL 8 N' GIRT CLIP /R� - ZEE CWi I OPENING JAMB, SINGLE (CCS) MAY R 1 V' HEIGHT A STRU BE SHOP $TRUCT FSNR CONCRETE FASTENER SECTION A-A I WELDED (CC2) (55307) 48. O.C. (NOT BY V.P.) SECTION A-A - 3 PER ANGLE GIRT TO JAMB WS20D2 LINER DOOR HEADER TO JAMB VA 'h" ZEE GIRT, 8 'h" JAMB WS21A1 JA 50AC N CONNECTION WS21A3 BASE GIRT AT COLUMN WS27A2 BASE nnRm , IR/nm ANY LINER DOOR HEADER, ANY JAMB mum R IR/mm 6 � $�(t .Ar_ AMB 4", 6 Vx" AND 8 'A" BASE GIRT GIRT AT CORNER COLUMN 'h" WS27C2 rna t`• 4", 6 AND 8 Vi" BASE GIRT R .Foil do. R ronin' 1 6314 THIS DRANING.INCLUDING 'HE INPORMATIONHEREON, REMAINS THE PROPERTY OF ARCO-PRWEN BUILDINGS, A VHS LED DOMINION COMPANY. ERECTION DETAILS JOB52*,D BUILDER FEV 0•TE 9v CES[ T2L00 MBS[ COnStrUCtlOn, In[. OA IE (0/23/95 2%J ]i I$ PROVIpEO FOR ERECTING THE BUILOI KK: DESCRIBED IN THE APPLICABLE PNl[HASE MOER -^ {>- O N " 9lF AND SHALE R A BE MODIFIED. REPRODUCED. IKUlNSTONER OR USED OR ANY OTHER PURFOSE XI THUIL PRIDP INGS. WRITTEN APPRAL COAL OF gRANDIMDEN ERECTOR THE GENERAL CONTRACTOR ERECTOR AS I - _I w 1..11A.I I..IVI.J U 1..1 LNLI Ron Old. DR1XX BY E ,r F DF N)) 5p SOLELY RESPONSIBLE FOR ACCURA QU DRMMSNEHIP ww u ar.r w..nerrvrpmxuuw LOCATION Rea DOr IO v F/Tjy ERE THIS BU DIIIING INM-111. M ERECTING in15 OUDETAIL IN UNFMMANLE ITN 1x75 DRAMING. DETAIL$ 9� �kE CHKD. I/ PROJ. NAME PA SER EFERfNCED IN THIS CRANING, ALL M.LILABLE VMLD-P RUDER VARCO �J RUDEN IES DETAILS AND ALL INDUSTRY PERTAINING PROPER THE TCORRECTT TEMPORAFVNM ROn D15Dn BUILDINGS SCALE BUD NAME Snob RG ^- FI' INCLUDING USE IMG. A umuR De.m,PR cRmP.Rv (iv