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HomeMy WebLinkAboutPLANS 3 - 99-00016 - Bagley Enterprises - New WarehouseVP BUILDINGS VARCO—PRUDEN A'.i ILC_ y X' CP'EPPGE „mRx I r' M.y PiRpR ,�°• Ir J wa PxL 7 : 31 /l, 0. mCE ,�. �DF xw aLn SEAM ROOF PANELS (SSR�� I PANEL RIB ROOF & WALL PANELS (PR) 50• UPI d 1/2" GIRTS / z I�/zs 1/2 T 50" R ,/r LI I--yI 2 1/2' 21/2 8 1/2" GIRTS / PURLINS II I/ OR Ir r \ 11 1/2" PURUNS 14" PURLINS REVISION HISTORY BI VEE RIB WALL PANELS (VR) 1) This project has. not been desigrned to resist any collateral dead weight such as sprinklers, lights, etc. Contact VP Buildings prior to installing such material. 2) Shimming may be required at splices in order to bring adjacent frame rafters into alignment. 3) NBVP= Not By Varco Pruden 4) This building has been designed utilizing the diaphragm shear strength of the Panel Rib endwall sheeting as part of the lateral load resisting system. Removal of wall sheets or segments thereof is prohibited. DRAWINGS GENERAL NOTES DESCRIPTION 1. MATERIALS ASTM DESIGNATION -1-1-99 STRUCTURAL STEEL PLATE A529 OR A572 OR A570 OR A607 GRADE 50 Wind Speed: Wind Exp. Cat.: Ground Snow. Snow Snow: Snow Exp. Cat.: SelsmiC Zone: Building Use Cat.: Auxiliary Loads COLD FORMED UGHT GAGE SHAPES A570 OR A607 GRADE 55 SV:_ NDI BE xODIFIED RE ,P'IOWCEO OR USED FOR ANYEERO�W BIILLV UI PRIOR WROIEN BRACE RODS A572 GRADE 65, UNLESS NOTED HOT ROLLED MILL SHAPES A36 OR A572 FY= 36 KSI OR GRADE 50 ROOF AND WALL SHEETS A653 OR A792 GRADE 50 BOLTS A307 AND A325 A307, UNLESS NOTED 2. STRUCTURAL PRIMER SHOP PRIMER PAINT IS A RUST INHIBITIVE PRIMER AND IS VP BUILDINGS COLOR BRONZE. / THIS PAINT IS NOT INTENDED FOR LONG TERM EXPOSURE TO THE ELEMENTS. 3. A325 BOLT TIGHTENING REQUIREMENTS ALL HIGH STRENGTH BOLTS ARE A325 -N UNLESS SPECIFICALLY NOTED OTHERWISE. r'Lo.FP.DR STRUCTURAL BOLTS SHA: BE TIGHTENED BY THE TUP.N-OF-THE-NUT METHOD IN ACCOROA^CE WITH THE ue. IJ IIINTH EDITION, AISC -SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS". ' P„SERC PER SECTION 8D.1, A325 BOLTS MAY BE INSTALLED WITHOUT WASHERS WHEN TIGHTENEO BY THE TURN -OF -THE -NUT METHOD. ALL HIGH STRENGTH BOLTS, EXCEPT AS NOTED OTHERWISE, ARE SUBJECT TO DIRECT TENSION AND T MAY REQUIRE INSPECTION AS DEFINED BY THE APPLICABLE BUILDING CODE OR STANDARD. IT IS THE RESPONSIBILITY OF THE FRF.CTOR TO ASSURE PROPER TIGHTNESS. SPAN LOC WALL PANELS (sL) 4. BUILDER / CONTRACTOR RESPONSIBILITIES VP BUILDINGS STANDARD PRODUCT SPECIFICATIONS APPL( AND UNLESS STIPULATED OTHERWISE IN THE CONTRACT DOCUMENTS, VP BUILDINGS DESIGN, FABRICATION, QUALITY CRITERIA STANDARDS AND TOLERANCES WILL GOVERN THE WORK. (A VP BUILDINGS SPECIFICATION BOOKLET IS AVAILABLE UPON REQUEST) 1) This project has. not been desigrned to resist any collateral dead weight such as sprinklers, lights, etc. Contact VP Buildings prior to installing such material. 2) Shimming may be required at splices in order to bring adjacent frame rafters into alignment. 3) NBVP= Not By Varco Pruden 4) This building has been designed utilizing the diaphragm shear strength of the Panel Rib endwall sheeting as part of the lateral load resisting system. Removal of wall sheets or segments thereof is prohibited. DRAWINGS DATE DESCRIPTION Cali. Ld (9royiiyl: Coll . Ld 1up 11 ftl: -1-1-99 EQ9 e-oNsr, Wind Speed: Wind Exp. Cat.: Ground Snow. Snow Snow: Snow Exp. Cat.: SelsmiC Zone: Building Use Cat.: Auxiliary Loads 90.0 mph 5 58.3 pat 35.0 psf 1 3 4 NONE SV:_ NDI BE xODIFIED RE ,P'IOWCEO OR USED FOR ANYEERO�W BIILLV UI PRIOR WROIEN TME GENERAL wxm cROR AxD aR ERECTOR Is soul REmoxsrBLE FOR ACCUMIL ER.um ws SOUE1 N ERVO ns BUILOIN6 IN CONFOFONAI WrtN TI oawnNG EEtYLs RCPFAEXCEO IN MR pPA'Mxc, ALL MAIGBI.E W SUIUSNSS ERECTION cUm[s µD IN ff SFM'p@OS PEWNxINO t0 P pPfR ;;;<lnox, PlcWwxc INE CORRECT USE OFRIEMPOW LATEST SET VOIDS ALL PREVIOUS PLANS 'OR CONSTRUCTIOIN' IN CASE OF DISCREPANCIES BETWEEN VP BUILDINGS STRUCTURAL PLANS AND PLANS FOR OTHER TRADES, THE VP BUILDINGS PLANS SHALL GOVERN. IT IS THE RESPONSIBILITY OF THE BUILDER / CONTRACTOR TO OBTAIN APPROPRIATE APPROVALS AND NECESSARY PERMITS FROM CITY, COUNTY, STATE, OR FEOER.\L AGENCIES, AS REQUIRED. APPROVAL OF VP BUILDINGS DRAWINGS CONSTITUTES THE BUILDER / CONTRACTOR'S ACCEPTANCE OF THE VP BUILDINGS INTERPRETATION OF THE CONTRACT PURCFASE ORDER. ONCE THE BUILDER / CONTRACTOR OR A/E FIRM HAS SIGNED VP BUILDINGS 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 VP BUILDINGS 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 COMP,.7181ITY CONCERNING ANY MATERIALS NOT FURNISHED BY VP 9UI0INGS ARE TO BE CONSIDERED AND COORDINATED BY THE BUILDER / CONTRACTOR OR A/E FIRM. UNLESS SPECIFIC DESIGN CRITERIA CONCERNING THIS INTERFACE BETWEEN MATERIALS 15 FURNISHED AS PART OF THE PURCHASE ORDER, VP BUILDINGS ASSUMPTIONS WILL GOVERN. THE BUILDER / CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL OTHER PROJECT PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE REQUIREMENTS OF ANY GOVERNING BUILDING AUTHORITY. SUPPLYING SEALED ENGINEERING DESIGN DATA AND DRAWINGS FOR THE VP BUILDINGS BUILDING DOES NOT IMPLY OR CONSTITUTE AN AGREEMENT THAT VP BUILDINGS 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 VP BUILDINGS, IN COMPLIANCE WITH 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 VP BUILDINGS "FOR CONSTRUCTION” DRAWINGS. TEMPORARY SUPPORTS OR BRACING REQUIRED FOR THE BUILDING ERECTION WILL BE THE RESPONSIPI LIT+ OF THE ERECTOR TO DETERMINE, FE:RNISH, AND INSTALL, 5. VP BUILDINGS IS AN APPROVED FABRICATOR WITH TH F CERTIFICATIONS: = ICBG FA -240 OFJ 5 fF0 F� AISC MB CERTIFIED N d { 1 ?J CITY OF LOS ANGELES TYPE 1 FABRICATOR O 9�B9Z5 - N CITY OF SEATTLE CANADIAN WELDING BUREAU DIVISION 1 CERTIFICATION Building Code: Live Ld (N/Tr 10 Red) 97UBC 20.0 psf ZIS auwxu INcwaxc THE INFDRMxnav xFREox. RE�wIo n,E PROPERW of v BuuH&s. Cali. Ld (9royiiyl: Coll . Ld 1up 11 ftl: 0.0 psf 0.0 pef n S PRp"DEO SOLELY FOR ERECHING INS ANI DESCRIBED IN nE APPUIPSUE FURCIUSE ORDER AAa Wind Speed: Wind Exp. Cat.: Ground Snow. Snow Snow: Snow Exp. Cat.: SelsmiC Zone: Building Use Cat.: Auxiliary Loads 90.0 mph 5 58.3 pat 35.0 psf 1 3 4 NONE SV:_ NDI BE xODIFIED RE ,P'IOWCEO OR USED FOR ANYEERO�W BIILLV UI PRIOR WROIEN TME GENERAL wxm cROR AxD aR ERECTOR Is soul REmoxsrBLE FOR ACCUMIL ER.um ws SOUE1 N ERVO ns BUILOIN6 IN CONFOFONAI WrtN TI oawnNG EEtYLs RCPFAEXCEO IN MR pPA'Mxc, ALL MAIGBI.E W SUIUSNSS ERECTION cUm[s µD IN ff SFM'p@OS PEWNxINO t0 P pPfR ;;;<lnox, PlcWwxc INE CORRECT USE OFRIEMPOW Of COVER SHEET t Construction, Inc. w'64/14/99 Enter rises e%burg. ID 11.27 ay Enterprises 3-15 VP BUILDINGS JhO 1- 2 70%160X 1B MARCO-PRUOEN 1 _ -7 9 wa 3 C C ` Vu 8925 0 6 On: f ilesry Praj ky: 27058 Bltlg; 1 Plane: i Finished Floor Elevation = 100'-0" (Unless Otherwise Noted) ®® g,� _ 6/� OR CONSTRUCT �� o < F.- 4prOF�pP��O H M M� 1. 2. 3. 4, CONCRETE. GROUT, ANCHOR BOLTS, AND ANY OTHER EMBEDDED ITEMS ARE TO BE FURNISHED BY OTHERS ANCHOR BOLT DIAMETERS WERE DETERMINED BY ALLOWABLE SHEAR AND TENSION PER AISC SPECIFICATIONS (FV - 36 KSII . ANCHOR BOLT LENGTH AND METHOD OF TRANSFERRING FORCES FROM ANCHOR BOLTS TO FOOTINGS ARE TO BE DETERMINED BY OTHERS. DESIGN LOADS AND REACTIONS ARE FURNISHED ON OTHER DOCUMENTS. FOUNDATION MUST BE LEVEL, SQUARE, 4N0 SMOOTH. ANCHOR BOLTS MUST BE ACCURATELY PLACED A5 SHOWN ON THIS DRAWING OR STEEL WILL NOT FIT. Tore ora.tnq is sea[.. ons. a. Building Code: 97UBC Live LO (W/Tr1b Red) 20.0 psf Call. Ltl (gravity(: 0.0 psf Call. Ltl (uplift(: 0.0 pat Wind Spee0: 90.0 mph Wind ESP. Cat.: B Ground Snow: SB.3 psF Roof Snow: 35.0 psf Snow Exp. Cat.: 1 Seismic Zane: 3 Building Use Cat.: 4 Aux -(fart LQatls NGHE to the co aonents furnished by yP Sulldinq, rnt. oraxlnq. mcluamq tn. mroraet,on h.reon, .ae; th. orocerty or w eut,d;nq,. it. to Provided ror Ereatnq the in,.. aacricea in tn. ao" .1b',. Purcnase or�er a anau not be nomnea. reproduced or Written for env ower Purpose ntnout Prior -nits- foaro.a, r w 9utltl,nQ9. �. a� eontr c or and/or Erector oP"P oonePofe far a< to good UPMSFKgZg.asonPo:P 1s erPEnPRR .n1' ei .n 1 gstj 1rer@ in. d Ins are.,h p @@ , I n o oasPe and QT (de° iry ei Pef P '( gS �einp'o:e yPOe",ec'noy4 dine Pne o�rect u Anchor Anchor Bolt QUOTE a�' 70990317073758 EY o.tT ey Qesc. Teton Wast Construction, Inc. VP BUILDINGS VAR00—PRUOEN GATE 04/01/99 cusmxEq Bagley Enterprises TING 15: OS tocaT[ox Rexburg, IO o�ayEcx PPOJECi 4091 Bagley Enter rises 3-15 paeE GE 7-1 SeeLE euILQIx6 NTS 70x 1a0x 38 2 3 4 aI 2 112' •r --f 4 2 1/e- (4)1" Dia .A-36 A.Balts Plate L-1' Elevation= 102'-0" .D.1 ._ Q� N Q� of I I I I I I � m Plate L Oia .i _36 9 T -i .Bolts 12 Elevation- 100' -0 -- D7 00' -0"D7 6" 4" LEI I 5 1/8" L (2)3/4" Dia.A-36 A.Bolts Plate L-10" W=B" T=3/8" Elevation= 102'-0" On: filesry Profky: It 5 1/8" I Q N N Py 1 I ^ 2 12 ...I°--�`--"'��IIIL...-�--'�rl.. 2 1/2' B� (4)1" Dia.A-36 A.Bolt5 (213/4" Dia.A-36 A.Bolts Plate L-1'-1" W-9' T-3/8" Plate L-10" W-8" T-3/8" Elevation- 102'-0" Elevation- 102'-0" D2 D3 z z J Bldg: 1 Plane: 1 (4)1" Dia.A-36 A.Bolts Plate L-1'-1" W-9" T-1/2" Elevation- 100'-0- D8 2 1/2" PROJECTION (U.O.N.) BOTTOM OF COLUMN BASE PLATE ELEV. o II TYPICAL ANCHOR BOLT PROJECTION PlateDia .I" W 9, . Bo1 t 1/2" Elevation- 100'-0" D9 BOTTOM OF COLUMN BASE PLATE STD = 1/2 FL '• a FLUSH = 0" N TYPICAL COLUMN BASE PLATE DETAIL (ETERS WERE DETERMINED BY ALLOWABLE SHEAR AND TENSION PER Live ONS (FY - 36 KSI). ANCHOR BOLT LENGTH AND METHOD OF Call ICES FROM ANCHOR BOLTS TO FOOTINGS ARE TO BE DETERMINED Coll Wind REACTIONS ARE FURNISHED ON OTHER DOCUMENTS, Wind BE LEVEL. SQUARE. AND SMOOTH. ANCHOR BOLTS MUST BE Grout 0 AS SHOWN ON THIS DRAWING OR STEEL WILL NOT FIT. Roof Snow Sets Built Auzi irlo Red) 20.0 psf gravity): 0.0 psf uplift): 0.0 paf 90.0 mph Cat.: B W: 58.3 psf 35.0 Psf Cat.: i no: 3 se Cat.: 4 (411' Dia.A-36 A.Bolts Plate L -i'-1" W-9' T-1/2' Elevation- 100'-0" D4 Pla1e1L " W-gDia iA.Boltsa Plate 1/2" Elevation- 100'-0" 1/2" DIAMETER CONCRETE ANCHORS (NOT BY VP) JED 1 1/4"OPENING WIDTH 1 1/4" NOTE: 1" PROJECTION ABOVE BOTTOM OF JAMB CLIP FRAMED OPENING DETAIL 1. canponenu f.,nfanee ey w wileinge Thle MavfnA InclWfn9 teemeu00Po mticn Inreon. ew ma ene property of aeinga. It le provieee for erecting tee 9ufleln9 EV DA E O ..rlpetl to LM ppl ]cep 1. Furcee. gree, ane gnu1 not pe pmae. repratlucee Or. wetl for eny otner parooa! vlthWt pr for z (411" Dia.A-36 A.Bolts Plate L-1'-1' W-9' T-3/8" Elevation= 100'-0" 05 (21.3/4" Dia.A-36 A.Bolts Plate L-10' W-8' T-3/8' Elevation- 102'-0' D11 �I PO-TOV OF I^OLUM`< BASE ?LA TES I 1 1/2' H=0" TYPICAL COLUMN BASE PLATE DETAIL Anchor Bolt U75 E (4)1" Oia.A-36 A.BoltS Plate L-1'-1' W-9" T-1/2" Elevation= 100'-0" 06 Ll� (2)3/4" Dia.A-36 A.8olts Plate L -SO' W -B" T-3/8" Elevation- 102'-0" D12 1 1r.Af9 Uu1L/ SV1 a oF925 �4-f r VP BUILDINGS VARCO-PRUaEN 04/1/ 099 TIAE 15: O5 A -F 1 ROD BRACING CX 16 FL4C%21 MARK LENGTH DIAM GRGD2 28'-4 11/16'0 3/8' 6ROD5 34'-7' 0 1/2' ERODE 34'-E 9/16' 0 1/2" 7ROD2 28'-4 11/16'0 3/8' 7ROD5 34'-7' 0 1/2' 78006 34'-6 9/16" 0 1/2' A -F 1 IN T OCC38 bCC38- f, PB T2-Pffcxlz Por.Aie rot,nic--- - --- -- FLIPBCX5 FL9PBC%44 _6""Hi 0 25'-2 9/16" 010 25'-8 9/16" 25'-8 9/16"ora 25'-B 9/16" Pie 25'-8 9/16" fa! 25'-8 9/16" ,i 25'-2 9/16" - ❑3 FLSCX4 CX11 CX 16 FL4C%21 C%16 FLE I I > 90 > 90 © I I 6 i 6 This Ora.1n9 se seat.° amv as to the I �P tiP 1. 2. 3. x a Building Code: Live LE (W/Trib Real Coll. Ltl (gravity): Coll. Ltl (uplift): Wind Speed: Wind Exp. Ct .: Ground Snow! Roof Snout: Snow Exp. Cat.: p Seismic Zone: Building Use Cat.: Auxiliary Loads 97UBC 20.0 psf 0.0 psf 0.0 psf 90.0 mph B 58.3 psf 35.0 psf i 3 4 NONE rem.s.nse hescrmne�te P w emiieingm 10^ "'r°°"• It is Pwadea far frectin9 tae aPvams anm tela in tn. eaalicebla wrcnese Oras a anatt net be were iea. r Proa.cea or use° fpr any other Purpose vltnove Prior Nr ittw AOPravel ae w eaucias,. n. G red �ontr c °r an°ior Er.ctor i I Cara 6 , far ace .ala g LFR^.^ hi i^a �F[[it int. 41jf a g^t PRi r.9nn.9cedn Rig Orean , tq 1 c bi w -gin IWOR Pete ire GI BQi �n �� y SE °i "f. g tG VINm.,ary °e,Lc nq. °°"G ane coir'w t na a x DO �q02 ¢ v X02 m JOB CA 925657-0E-! Lwin VP BUILDING$ VARCO-PRUDEN O.trE 04/13/99 TIME 15:31 GR.'1/CnECCM PIGf CUSTOMER Bagley Enterprises LGc.TIaM - Rexburg, ID PROJECT 4091 Bagley Enterprises 3-15 BUILDING saLE NTS 70%180%18 SgOp PO 8Pp0 to ua. 690 6900 I 6 6 I 6Do ¢ p LL LL FLSCXS CXB C%1 FL4CXSB CXS FLI IN T OCC38 bCC38- f, PB T2-Pffcxlz Por.Aie rot,nic--- - --- -- FLIPBCX5 FL9PBC%44 _6""Hi 0 25'-2 9/16" 010 25'-8 9/16" 25'-8 9/16"ora 25'-B 9/16" Pie 25'-8 9/16" fa! 25'-8 9/16" ,i 25'-2 9/16" - ❑3 4'-0" �y `ut�C`_ © s,_Dn On: u044 ca Prdi ky: 13 Bldg: 1 Plane: 6. 7. 16 This Ora.1n9 se seat.° amv as to the Cora.n.nt. r.rm.naa be vP mumns. 1. 2. 3. 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 B. (d) (1) TURN -OF -NUT TIGHTENING% 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. INSTALLATION OF AOEOUATE TEMPORARY BRACING FOR USE UNTIL CONSTRUCTION IS COMPLETE, IS THE RESPONSIBILITY OF THE ERECTOR, Building Code: Live LE (W/Trib Real Coll. Ltl (gravity): Coll. Ltl (uplift): Wind Speed: Wind Exp. Ct .: Ground Snow! Roof Snout: Snow Exp. Cat.: p Seismic Zone: Building Use Cat.: Auxiliary Loads 97UBC 20.0 psf 0.0 psf 0.0 psf 90.0 mph B 58.3 psf 35.0 psf i 3 4 NONE rem.s.nse hescrmne�te P w emiieingm 10^ "'r°°"• It is Pwadea far frectin9 tae aPvams anm tela in tn. eaalicebla wrcnese Oras a anatt net be were iea. r Proa.cea or use° fpr any other Purpose vltnove Prior Nr ittw AOPravel ae w eaucias,. n. G red �ontr c °r an°ior Er.ctor i I Cara 6 , far ace .ala g LFR^.^ hi i^a �F[[it int. 41jf a g^t PRi r.9nn.9cedn Rig Orean , tq 1 c bi w -gin IWOR Pete ire GI BQi �n �� y SE °i "f. g tG VINm.,ary °e,Lc nq. °°"G ane coir'w t na Roof Primary GuaTE 1 CA9902fi364-003 JOB CA 925657-0E-! ewtsfa EV DATE Br GEsc. Teton West Construction Inc. VP BUILDING$ VARCO-PRUDEN O.trE 04/13/99 TIME 15:31 GR.'1/CnECCM PIGf CUSTOMER Bagley Enterprises LGc.TIaM - Rexburg, ID PROJECT 4091 Bagley Enterprises 3-15 BUILDING saLE NTS 70%180%18 PRIMARY FRAMING SIZE CHART PART -NO FLG THK X WO WEB THK DEPTH APPROX.SHIP START/END LENGTH FLSCXS 5/16" X 6.0 .188 12.1/37.9 12,8 FLiRBX2 3/8' X 5.0 .i8S 35.9/17.9 14.8 1/4" X 5.0 .134 17.8/24.3 20.0 FLIRBX3 1/4" X 5.0 .134 24.3/18.0 20.0 1/4' X 5.0 .250 18.0/35.1 14.8 FLSCX4 5/16" X 6.0 .188 12.1/37.9 12.9 FLSPBCX5 .092 X 5.0 2@.092 B'.5/8.5 6.8 DCC6 .065 X 5.0 21P.065 8.5/8.5 17.3 DCC6 .065 X 5.0 210.065 8.5/8.5 17.3 2: A325 BOLT CONNECTION CHART No Qty Diameter Length 1 16 3/4" 2- 2 12 3/4" 1 3/4' 3 16 3/4" 2- 4 2 3/4" 1 3/4' 5 2 3/4" 1 3/4" OL °rn o N O O m v m u d1 D1 N Ve U ( U FLSP8CXF2 � l-1ag�= - "T��1 FRAME CLEARANCES Vertical Clearance Under Frame at FLSCXS - 14'-10" Vertical Clearance Under Frame at FLSCX4 = 14'-10 7/8" Vertical Clearance Under Frame at FLSPBCX5 - 17'-10 1/4" Horizontal Clearance Between FLSCXI 6 FLICX4 - 62'-3 1/4" Finished Floor' Elevation - 100'-0" (Unless Otherwise Noted) m N m *=USE (1) 1/211 e X 1 1/2" A325 BOLT TO FRAME AND PURLIN CONN. WITH WASHERS AT SLOT SIDE. 0 0 0 m Do i O 4 2 12 Bx s•_ „ N m o Do U. LL m o O in U. N U mLL O O ry u 0 in 'T v in TO N CO TO LL U in LD f1Y[F KYLE R(pARWMS `d0i 9NdE" iL.WfP"/[£bd'EAR -a- rMEx u4Lt w hand sfLmx ¢ xm ICCBYPurtv x(2). 4.ti Y NMGE s Mrt MOYFEO Sock 8. 5 THE TKE YkB WBIf ha YK1t 19 /6aWYpD B/ (21 Ix- x1pRER e..auC . ,M ao BN4Li 1 .. e1E CEN ad Of MF hv,a, Rl4EjY w�nE9 16A¢E e1M[ 1LL SnGE BPKLS Ox ME YN[ 9[C C( iXE IMY[ NG. I I I I O � 1 I FBA044 © 3 5/16" U � F84044 1 U U 3 @ 1'-1 1/8" �I x 925 I-,- IU_ 9- 1'-7 7/16" W U N d Q3 3 1/4" I I 1p2' _ _ _ _ _ _ -o"_ io2'-0"102•-0•+ --------------------- _ _ _ _ _ _ _ -- ❑2 2 @ 4'-3 9/15" r-------.---------------- -+---------------------- ------ ----I NPICAL FLANGE BRACE CONNECTIONS 07 6x © 3 5/16" 4'❑5 3 @ 1'-1 1/8" 925 9- 1'-7 7/16" N d Q3 3 1/4" 0 ❑2 2 @ 4'-3 9/15" F XO Tf OF ❑i 4'-0 11/i5" Elevation at Frame Line 1 ® SEE A325 BOLT CONNECTION CHART On: u044.ca Projky: 13 Bldg: 1 Plane: B i. A325 HIGH STRENGTH BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE Tn is PPaYmg is stale. oils ae to the Cdaoontot. furnieheu .y w Svignmgs NOVEMBER 33. 1985. ALLOWABLE STRESS DESIGN 'SPECIFICATION FOR $TRUCTORAL Building Code: 97UBC Live Ld (W/Trib ijad) 20.0 psf Thu Driving. inclUOIng the intprneuon nerwn' vv Frame Elevation GUOTEI JOBa JOINTS USING ASTM A325 OR A490 BOLTS' SECTION B. (tl) (f) "TURN Coll. Ltl (gravityy): 0.0 paf racoma the property of Butimngt. CA99026354-003 CA 925657-0E-1 -OF -NUT TIGHTENING'. 2. USE i/2' DIA. Call. Ltl (upllftl: 0.0 IT It is provided for Erecting the suuding BUILDER Ev DATEBY .ESC. DATE A307 BOLTS FOR PURLIN TO FRAME. GIRT TO FRAME, AND GIRT TO TO CLIP CONNECTIONS Wind Speed: 90.0 mph described in the applicable mR•chese order and shall not be eodifieo, reproduce. at Teton West Construction Inc. 04/13/99 UNLESS NOTED OTHERWISE. SEE JOB BE FOR BOLT LENGTHS. 3. Wind Exp. Cat.: B or abed for any other yurpoee .1 the prior CusrGRER INSTALLATION OF ADEQUATE TEMPORARY BRACING FOR USE UNTIL CONSTRUCTION Ground Snow: 58.3 psf written Approval of VP Building.. Ba le Enter rides TIME I$ COMPLETE. IS THE RESPONSIBILITY OF THE ERECTOR. Roof Snow: 35.0 psf 3e G ei honer or door Eruct, isi ponap$1 for to...Y LOCAELUN Rexburg. 15: 30 Snow EXP Cat.: 1 �YQafXgZ4semen§rrp ]n GrYCtillg this Ont P4 eYGnencetdl, R PROJECT ID VP BUILDINGS GRAY/CHEI.'M Seismic Zone: Building Use Cat.: 3 4 1 ittn(t,, is o-evin . aSg 41)c�bYlrsvP Rei con CRr f{�i4 yo oaiY. y @@°Y�m;°ng YmeYe0r1'r.tivae 4091 Ba le Enter sista p 3-15 VARCO-PRUDEN D PIIE Auzllfary Loads NONE per lrac[Y of Yenpprery oraing. SCALE BUIL[IING NTS 70x1BOx1B FRAME CLEARANCES Vertical Clearance Under Frame at CXB 14'-5 1/4" Vertical Clearance Under Frame at CX11 - 14'-5 1/4' Vertical Clearance Under Frame at PBCX12 - 17'-10 5/15' Horizontal Clearance Between CX8 6 CX11 - 61'-11 3/16" Finished Floor Elevation - 100'-0" (Unless Otherwise Noted) number w RwmeKMg a.,;- m"E,uc iu u IVVS 9' M[ ROMMEo Well In. at n we ON ChaS StigV s an 4UtuawFO Of (x). MNP/] -i ®.MD ME Hand!) ShI 4fU R TME FRUE XID W PARI WRA IS XPOMMAMs B/ (h. OaEIP- WChKR 1ORIdG RACE SME SIMES TOMMD ME CFHIfA Of TIE BApN4. pNEI.4 aMs. gyeau, .. I. &YCfV OM ME .1 9".E P, ME EPAME. TYPICAL FLANGE BRACE CONNECTIONS PRIMARY FRAMING SIZE CHART A325 BOLT CONNECTION CHART PART -NO FLG THK X WO WEB THK DEPTH APPROX.SHIP No Oty Diameter Length START/ENO LENGTH 1 18 3/4" 2" CXB 3/8' X 7.0 .188 12.1/39.9 14.5 2 6 3/4" 2' FL2RSX9 3/8" X 7.0 .iBB 41.0/22.9 14.8 3 20 3/4" 2- 1/4' X 7.0 .134 22.8/15.2 20.0 P Q 0 0 RBX10 1/4" X 6.0 .134 15.3/19.9 20.0 m m 3/B" X 6.0 .188 20.0/41.1 14.8 O N Q LL LL O CX11 3/8' X 7.0 .188 12.1/39.9 14,5 m m LL O m PBCX12 .120 X -5.0 2@.120 8.5/8.5 5.8 (n to LL FRAME CLEARANCES Vertical Clearance Under Frame at CXB 14'-5 1/4" Vertical Clearance Under Frame at CX11 - 14'-5 1/4' Vertical Clearance Under Frame at PBCX12 - 17'-10 5/15' Horizontal Clearance Between CX8 6 CX11 - 61'-11 3/16" Finished Floor Elevation - 100'-0" (Unless Otherwise Noted) number w RwmeKMg a.,;- m"E,uc iu u IVVS 9' M[ ROMMEo Well In. at n we ON ChaS StigV s an 4UtuawFO Of (x). MNP/] -i ®.MD ME Hand!) ShI 4fU R TME FRUE XID W PARI WRA IS XPOMMAMs B/ (h. OaEIP- WChKR 1ORIdG RACE SME SIMES TOMMD ME CFHIfA Of TIE BApN4. pNEI.4 aMs. gyeau, .. I. &YCfV OM ME .1 9".E P, ME EPAME. TYPICAL FLANGE BRACE CONNECTIONS 3 5'- @ © P Q 0 0 4'_ DG m m V O N Q LL LL O V m v m m LL O m o 0a m (n to LL o m m I i I m I I � I i (2)FB4070 (2) FB4070 I I u m ' I Ix 1 N ' m FB3034 m 'U � I I O I Cu I I 1 N i I n I I I n - - - - - ' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 70'-0" _I L F, Ci Q 8 1/2" ��"y�Fo2F`n� $925 © 5" Q © 3 5/16" /V ❑4 3 @ 1'-1 1/8" �do Ajf `QP 03 © 1'-7 7/16" 3 1/4" �tJ OF M 4'-0 11/15" Elevation at Frame Line 2 ® SEE A325 BOLT CONNECTION CHART On: U044.C8 Projky: 13 Bldg: i Plane: 9 rnis Crowing in sealed only an to the camsonents furnished by VP Building. 1. A325 HIGH STRENGTH BOLTS SHALL Be TIGHTENED IN ACCORDANCE WITH THE NOVEMBER 13. 1985. ALLOWABLE STRESS DESIGN 'SPECIFICATION FOR Building Code: 97UBC Live Ld (W/Tr ib Re0) 20.0 pet TnfaDravfng. inclumngtne Imgrneuonneretln rematha the . includ of th euudinati Frame Elevation Duare aCA990263fi4-003 CA JOB 5657-0E-1 "STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS' SECTION 8. (d) 11) Coll. Ld (gravity): 0.0 oaf BUILDER DATE 2. TURN -OF -NUT TIGHTENING'. USE 1/2' DIA. A307 BOLTS FOR PURLIN 70 FRAME, GIRT TO FRAME, ANO GIRT TO Coll. Ld (uplift): Wind Speed: 0.0 paf 90.0 mph zt is Pro idea for Erecting the suuding aeacrmad in end agozmwie Purcnma order d Snail not be a.dili.d. r .... duced REV Chi ey oast. Teton West Construction, Inc. 04/13/99 cusroXER Bagley Enter r]se5 TIRE 15: 31 CLIP CONNECTIONS UNLESS NOTED OTHERWISE. SEE JOB DETAILS FOR BOLT LENGTHS. Wind Exp. Cat.: 8 r used for any other Purdose rith.ut Prior or adProvaz of w Buildings. 3. INSTALLATION OF ADEQUATE TEMPORARY BRACING FOR USE UNTIL CONSTRUCTION IS COMPLETE. IS THE RESPONSIBILITY OF THE ERECTOR. Ground Snow: Roof Snow: 58.3 oaf 35.0 oaf e B i Contr rend/or e clot 1e1Xp� aden.e)o rs i� LOCATION Rexburg, ID CRAM/CHECK Snow Exp. Cat.: 1 qq geed ) 21JfX. n'-. S)ornin"a ri`�n �XE ; a VP BUILDINGS PROJECTOAD Seismic Zone: 3 in z 1 bio °vP 9 {juin . prpaia.Ii qi )n"d �' 4091 Bagley Enter rlee5 3-15 VARCO-PRUOEN sr• P BUILCING PAGE / {� Building Use Cat.: 4 t y @@lana tli BfE) t anCuG ins aaolnv`.'gt °use AuXllfary Lo Ed, NONE S tem.arSRyl6Psc inoq�uaing NTS 70%SBO%18 (2)FB4070 _f )LSFB3034 A325 PRIMARY FRAMING SIZE CHART FRAME CLEARANCES PART -NO FLG THK X WD WEB THK DEPTH APPROX.SHIP Vertical Clearance Under Frame at CXi3 = 14'-5 1/4' 1 20 START/END LENGTH CX13 3/8" X 7.0 .i8B 12.1/39.9 14.5 2' RBX14 3/8" X 7.0 .188 41.0/22.9 14.8 2' Horizontal Clearance Between CX13 1/4" X 7.0 .134 22.8/15.2 20.0 Finished Floor Elevation RBX15 1/4" X 6.0 .134 15.3/19.9 20.0 3/8" X 5.0 .188 4'10411/16" 20.0/41.1 14.8 at Frame Line 3 CX16 3/8" X 7.0 .188 12.1/39.9 14.5 PBCX12 .120 X 5.0 2@.120 8.5/8.5 5.8 (2)FB4070 _f )LSFB3034 A325 BOLT CONNECTION CHART FRAME CLEARANCES No Oty Diameter Length Vertical Clearance Under Frame at CXi3 = 14'-5 1/4' 1 20 3/4" 2' Vertical Clearance Under Frame at CX16 - 14'-5 3/4' 2 5 3/4" 2' Vertical Clearance Under Frame at PBCX12 as 17'-10 5/16' 3 20 3/4" 2' Horizontal Clearance Between CX13 6 CX16 as 61'-11 3/16" Finished Floor Elevation Is 100'-0" (Unless Otherwise Noted) *=USE (1) 1/211 (d X 1 1/2" A325 BOLT TO FRAME AND PURLIN CONN. WITH WASHERS AT SLOT SIDE. I I 3 m m 0 0 o q'. CO OD CO0 Q m O N LL LL O V O m v m LL O m v m v m u. ov m LL _ Pier of M nn w m.r . BXILE XEPY.. I- Mi. hus f . on she . any, �i u"�w� w his 4'ciwX a Xie .ecovP.Xsn a, (sl. ori= "NIGL Nh rE ° M,,a evn Ba p' w, mruf aID wp run vuX iz umvrwlm er nl. mdmay PttPas, roma mail eXAte; raw w me 4E w or Mf amnue. PgEfS- MNdflW PN'9AE P4CE ML SNaIE BPIL[S OX Mf YYf Xf I! M IMYL MFB. TYPICAL FLANGE BRACE CONNECTIONS (2) FB4070 x FB3034 U Q 8 1/2" y C ® 3 5/16" y� A Q 3 @ 1'-1 1/8" d "11 I 925 Q 1'-7 7/16" Q n2 3 4'10411/16" Elevation at Frame Line 3 FpTgT ® SEE A325 BOLT CONNECTION CHART � F � p<p OF On: u044.Ca PrOjky: 13 B109: 1 Plane: 10 �. �� 1. A325 HIGH STRENGTH BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE This Drawing is sealed Pier az to the conoonenta mrnisned by VP Busldtoge NOVEMBER 13. 1985. ALLOWABLE STRESS DESIGN 'SPECIFICATION FOR Building Code: L1ve Ltl (W/Tf`ib Retll 97UBC 20.0 Osf mi. Drawing. inc lvaln enc infornatfon hereon. VP Frame Elevation Quare A uoe s STRUCTURAL, JOINTS USING ASTM A325 OR A490 BOLTS' SECTION B, ftl) (]) Coll. Ltl cams the Property o� Wp Idinge. CA99026364-003 CA 925657-0E-1 TURN/2' NUT TIGHTENING'. (gravityy): Call. Ltl (uplift l: 0.0 Psf 0.0 It is provided row erectYbg the III BBILOER EV DATE 2. USE ICON DIA. A307 BOLTS FOR PURLIN TO FRAME, GIRT TO FRgME, AND GIRT TO Wind Speed: Psf 90.0 mph deacrmed In the aopticabte Nlthase order and mai not be modified, reoroducm DAr Br OESC. Teton West Construction, Inc. 04/13/99 CLIP CONNECTIONS UNLESS NOTED OTHERWISE. SEE JOB DETAILS FOR BOLT LENGTHS. Wind Exp. Cat.: B or uaed for any other Purpose without Prior CUSTONEB rine 3. INSTALLATION OF ADEQUATE TEMPORARY FOR USE UNTIL CONSTRUCTION Ground Snow: 58.3 Psf written Approval of vP Building.. Ba le Enterprises 15: 31 IS COMPLETE, I5 THE RESPONSIBILITY THE ERECTOR. OF THE Roof Snow: 35.0 psf rho aI contr or and/or Ea ctor is GY"Y rer LOCATION Snow Exp. Cat.: 1 eP.m.Y'bY. good Yi$fXg a°x...?r p nae Ilt,4X) "i' YY c. pgpOEgr Rexburg,IO VP BUILDING$ GBAx/exec% Seismic Zane: 3 e g'"Y L. orawin I$ abY€ryP$inf6.ta$ ��[.ignn OluaiYS 4091 B8 lB Ent@r rleea 3-15 VARCO—PRUDEN Building Use Cat.: 4 eYT1} °ding ilia or.. YgaIt scALE BUILDING Psde Auxiliary LDetl9 NONE of �eeae°pr"e� lays NTS 70x1BOxi1 PRIMARY FRAMING SIZE CHART PART -NO FLG THK X WO WEB THK DEPTH APPROX.SHIP START/END LENGTH FL4CX18 3/8' X 7.0 .188 12.1/39.9 14.5 FL4RBX19 3/8' X 7.0 .188 41.0/22.9 14.8 1/4' X 7.0 .134 22.8/15.2 20.0 FL4RBX20 1/4" X 6.0 .134 15.3/19.9 20.0 3/8' X 6.0 .188 20.0/41.1 14.8 FL4CX21 3/8" X 7.0 .iBB 12.1/39.9 14.5 PBCX12 .120 X 5.0 2@.120 8.5/8.5 6.8 A325 BOLT CONNECTION CHART FRAME CLEARANCES No Oty Diameter Length Vertical Clearance Under Frame at FL4CX18 - 14'-5 1/4' 1 20 3/4" 2' Vertical Clearance Under Frame at FL4CX21 - 14'-5 1/4' 2 6 3/4" 2' Vertical Clearance Under Frame at PBCX12 - 17'-10 5/16" 3 20 3/4" 2' Horizontal Clearance Between FL4CX18 6 FL4CX21 = 61'-i1 3/15" ❑3 1'-7 7/16" Finished Floor Elevation = 100'-0" (Unless Otherwise Noted) *=USE (1) 1/2" VX 1 1/2" A325 BOLT TO FRAME AND PURLIN CONN. WITH WASHERS AT SLOT SIDE. . ewu ddaa.w6 so Loh- Al . aweea w cross s[Cloxs wn et ftsuh- b. it W% BPNEs ME .U, . P.W . ON . 4LaW a "of ILIXYVM'Fa sy D N11LE OVLft 6 A`=11= ` Ro WM 9K9 o'' na {0.WE eas . PA, WRx it M%eWunED Bc In a0.1UUCli- w"x"w"tbao PPONROU, Puna xi s"S ae B�To�nee i 1 Ads Is . ,a. Nos. TYPICAL FIANCE BRACE CONNECTIONS I I 66a2I15 Be © 3 5/16" �9 2: 12 DO DO _ Pt�D] Oi o N IL ^To V o v m On O To v v LL Co LL o m ;�SFB3116 jF SFB3034 r C (2) FB4070 c N x v F83D34 LL = 66a2I15 Be © 3 5/16" �9 Q ❑4 3 @ 1'-1 1/8" N ❑3 1'-7 7/16" N upT ® 3 1/4" FA 9TF OF ® 4'-0 11/16" Elevation at Frame Line 4 '�' ® SEE A325 BOLT CONNECTION CHART ly, M� On; U044.Ca Projky: 13 Bldg: 1 Plane: 11 1. A325 HIGH STRENGTH BOLTS SHALL BE TIGHTENED IN ACCORDANCE This orawtoy v Sea,ea only a, to the comonent, furnished PY uO auvainys WITH THE NOVEMBER 13. 1985, ALLOWABLE STRESS DESIGN 'SPECIFICATION FOR Building Code: Red) Lill LLd 97UBC 2G.o lama Drawing. IndluU,n the ihrorritton hereon, Frame Elevation QUOTE a JOB a STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS' SECTION S. (tl) IfI Call. L4 paf .,tnaaa,erLya7waas,a,ny,. I CA99026364-003 CA 925657-0E-1 TURN -OF -NUT TIGHTENING'. ((rib (gravityy): Ca]]. Ld (uplift l: 0.0 paf 0.0 Tt t, Prov zees for Erm tiny ere BuLOaeny BUILDER DATE 2. USE 1/2' DIA. A307 BOLTS FOR PURLIN TO FRAME. GIRT TO FRAME, AND GIRT TO Wind Speed: paf 90.0 mph do Crie,e In the OPPlideele Purcheee Order be iesea. Ev DATEBY OESC. Teton West Construction Inc. 04/13/99 CLIP CONNECTIONS UNLESS NOTED OTHERWISE. SEE JOB DETAILS FOR BOLT LENGTHS. 3. INSTALLATION Wind Exp. Cat.: B nd aha„ net and re>roaucea or used for any other Purpose without Prior CUSTOMER TIME OF ADEQUATE TEMPORARY BRACING FOR USE UNTIL CONSTRUCTION IS COMPLETE, Ground Snow: 58.3 psi written APPrevai or w eui,edny>. Ba le Enter rises 15: 31 IS THE RESPONSIBILITY OF THE ERECTOR. Roof Snow: 35.0 psi Je' a e red s her9 or enesor Ea ctor i �) roerr [ LOCATION Snow Exp. Cat.: 1 jof Dene e yoea �"ili'fny rkeen�e, f f ti tnia '0R n PROJECT RBXOUp IB VP BUILDINGS OPAw/CMECM Seismic Zone: Building U98 Cat.: 3 4 tip T Det Iy> ^v d jnr> Ora.fh . g eh r oa.9e n� YT1('a°Tf YP bsISd�C� Fa)nin [ 4091 Bagley Enterprises 3-15 yARCO-PRUOEN p PAGE Aux 1318r LOdtls v NONE er erhec?i rtl my fere e?t use g P are BFso s. SCALE BUILDING NTS 70xlBOxlS *=USE (1) 1/211 X 1 1/211 A325 BOLT TO FRAMEE AND pURLIN CONN. WITH WASHERS AT SLOT SIDE. _ � I 3 © m t2 © 9 Ed a" _ m 5 i]® 4 m m 'E I V O N u. LL 0 Q 0 m O O m O N O 0 m m 2 m 0 Q/ (2)FB4070 �( SFB3034 d.XX."r.l.,' M9& wPIIM rN.E PDXxPwans PEPE/I- RE xl.cM M. on aMs ttcrxPs u"sT sE lxsrwEo. ntE/x- 9 E nwGE wrss u[ Bonn ., Pun uXa oX M yCPXX s xm LL'c .n ar IRI. .A14 AhEe i'Ge uE MMAoE WIN SMS Ci M[ ME MEMER 01 ME WPI(. IE000PUYD aI (E). PwEis- Y.XpM�Epe itlSiE 9E PIKE .0 1Xpi�av 1 on .EaEile, .l MEafPu MEn. TYPICAL FLANGE BRACE CONNECTIONS (2) FB4070 m x FB3034 U F718 1/2" © 5" ❑5 3 5/16" Q 3 @ 1'-1 1/8" ❑3 1'-7 7/16" © 3 1/4" © 4'-0 11/16" BEE A325 BOLT CONNECTION CHART ® On: U044.Ca Projky: 13 Bldg: i Plane: 12 a rte Rolm 8420 UH A49U BOLTS- SECTION S. [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. 70 Elevation at Frame Line 5 Live Ld (W/Trib Red) 20.0, psf Call. Ld (gravity): 0.0 psf Call. Ld (uplift): 0.0 pat Wind Speed: 90.0 mph Wind Exp. Cat.: B Ground Snow: 58.3 psf Roof Snow: 35.0 psf Snow Exp. Cat.: 1 Seismic Zone: 3 Building Use Cat.: 4 Auxiliary Loads NONE the tnforeatlon hereon. W sp, l Me. e-n4 the Wilding 1e Purtneae order o, ren pWu .d rpoSe withoUt prior H Frame Elevation BESD. I BUILDER _ --` -- 0080 - CA99026354-003 CA)925657-0E-: PRIMARY FRAMING SIZE CHART TIME 15: 31 J"CHEOc AD A325 BOLT CONNECTION CHART FRAME CLEARANCES PART -NO FLG THK X WO WEB THK DEPTH APPROX.SHIP NO Oty Diameter Length Vertical Clearance Under Frame at CX13 - 14'-5 1/4' START/ENO LENGTH 1 20 3/4" 2" Vertical Clearance Under Frame at CX16 - 14'-5 1/4' CX13 3/8" X 7.0 .188 12.1/39.9 14.5 2 6 3/4" 2" Vertical Clearance Under Frame at PBCX12 - 17'-10 5/16' RBX14 3/8" X 7.0 .188 41.0/22.9 14.8 3 20 3/4" 2" Horizontal Clearance Between CX13 6 CX15 - 61'-11 3/16' 1/4" X 7.0 .134 22.8/15.2 20.0 Finished Floor Elevation = 100'-0" (Unless Otherwise Noted) RBX15 1/4' X 6.0 .134 15.3/19.9 20.0 3/8" X 6.0 .188 20.0/41.1 14.8 CX16 3/8" X 7.0 .188 12.1/39.9 14.5 PBCX12 .120 X 5.0 2@.120 8.5/8.5 6.8 *=USE (1) 1/211 X 1 1/211 A325 BOLT TO FRAMEE AND pURLIN CONN. WITH WASHERS AT SLOT SIDE. _ � I 3 © m t2 © 9 Ed a" _ m 5 i]® 4 m m 'E I V O N u. LL 0 Q 0 m O O m O N O 0 m m 2 m 0 Q/ (2)FB4070 �( SFB3034 d.XX."r.l.,' M9& wPIIM rN.E PDXxPwans PEPE/I- RE xl.cM M. on aMs ttcrxPs u"sT sE lxsrwEo. ntE/x- 9 E nwGE wrss u[ Bonn ., Pun uXa oX M yCPXX s xm LL'c .n ar IRI. .A14 AhEe i'Ge uE MMAoE WIN SMS Ci M[ ME MEMER 01 ME WPI(. IE000PUYD aI (E). PwEis- Y.XpM�Epe itlSiE 9E PIKE .0 1Xpi�av 1 on .EaEile, .l MEafPu MEn. TYPICAL FLANGE BRACE CONNECTIONS (2) FB4070 m x FB3034 U F718 1/2" © 5" ❑5 3 5/16" Q 3 @ 1'-1 1/8" ❑3 1'-7 7/16" © 3 1/4" © 4'-0 11/16" BEE A325 BOLT CONNECTION CHART ® On: U044.Ca Projky: 13 Bldg: i Plane: 12 a rte Rolm 8420 UH A49U BOLTS- SECTION S. [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. 70 Elevation at Frame Line 5 Live Ld (W/Trib Red) 20.0, psf Call. Ld (gravity): 0.0 psf Call. Ld (uplift): 0.0 pat Wind Speed: 90.0 mph Wind Exp. Cat.: B Ground Snow: 58.3 psf Roof Snow: 35.0 psf Snow Exp. Cat.: 1 Seismic Zone: 3 Building Use Cat.: 4 Auxiliary Loads NONE the tnforeatlon hereon. W sp, l Me. e-n4 the Wilding 1e Purtneae order o, ren pWu .d rpoSe withoUt prior H Frame Elevation BESD. I BUILDER _ --` -- 0080 - CA99026354-003 CA)925657-0E-: 008a VP BUILDINGS VARCO-PRUDEN BATE 04/13/99 TIME 15: 31 J"CHEOc AD PAGE ra PRIMARY FRAMING SIZE CHART PART -NO FLG THK X WO WEB THK DEPTH APPROX.SHIP START/END LENGTH FL6CX2B 3/8" X 7.0 .ieB 12.1/39.9 14.5 FLBRBX29 3/8" X 7.0 .188 41.0/22.9 14.8 1/4" X 7.0 .134 22.8/15.2 20.0 FL6RSX30 1/4" X 6.0 .134 15.3/19.9 20.0 3/8" X 6.0 .188 20.0/41.1 14.8 FL5CX31 3/8" X 7.0 .188 12.1/39.9 14.5 RBCX12 .120 X 5.0 2@.120 8.5/8.5 6.8 (2)FB4070 _y_SF83034 A325 BOLT CONNECTION CHART FRAME CLEARANCES No Oty Diameter Length Vertical Clearance Under Frame at FL6CX28 - 14'-5 1/4" 1 20 3/4" 2" Vertical Clearance Under Frame at FL5CX31 - 14'-5 1/4' 2 5 3/4" 2' Vertical Clearance Under Frame at PBCX12 - 17'-10 5/16' 3 20 3/4" 2' Horizontal Clearance Between FL6CX28 6 FLBCX31 = 61'-11 3/15" Finished Floor Elevation - 100'-O" (Unless Otherwise Noted) *= USE (1) 1/2" X 1 1/2" A325 BOLT TO FRAME CONN. AND (1) n ami m"'"E'uJi- §xa['�iwcceruc�a oa ossa uRvm�ww vui xunc a uw snwx a xm .tcdau,[p e, lel. 1/2" X 1 1/2" A325 BOLT TO _ dmP�N.a . «+®TME�da, SECONDARY CONNECTION WITH .u3s_ 'm°uP.� .a.°x"t..or.hmW ,. TYPICAL FLANGE BRACE CONNEC110NS WASHERS AT SLOT SIDE. I I 13 6" 3 3 35'_ 2; 12 ,-0„ 2 12 6x 5'-0 , v tr m m - 0 0 0 N N m m V � O N LL LL O P m m m Go m LL O m v 'T UL v LL m — LL V 0 © 8 1/2" © 6'" © 9 5/16" 04 3 @ 1'-1 1/8" ❑3 1'-7 7/16" 3 1/4" Q 4'-0 11/16" ® SEE A325 BOLT CONNECTION CHART On: U044.ca Proiky: 13 Bldg: 1 Plane: 13 2. 3. S PURL BOL (1) Elevation at Frame Line 6 This Orax1n9 ie Sealed only as to the Components furnished by W Eullaings Building Code: 97UBC Mi. Or,vinz. inaludf�r9 the 1nPormtfon hereon Live LO (W/Tr1b Redl 20.0 psf remind the property'o'y vP Buildings. Coll. Ltl (gravityy): 0.0 psf n is provided for Erecting the Buildin Will. Ltl (uplift). 0.0 psf and she ad in the app ]icaale Purchase Or$er Wind Speed: 90,0 mph dna dna 11 not be modified. reproduced Wind Exp. Cat.: B or mea for any other purpose rIth.ut prior vrlteen, Adprnval of w euueidge. Ground Snow: 58.3 psf ne G n rel Dontr or and/or Ea ctor Roof Snow; 35.0 psf 1 1Z reader. p)^'eor see i°n1s pod Snow Exp. Cat.: i �4Y,iF%m 4. 4 ::1. CR, (2) FB4070 m x _1 F83034 UL LL Frame Elevation °°OTEa JOBa CA99026364-003 CA 925657-0E-' DES[. GUILDER °ATE 04/13/99 Teton West Construction Inc. CUSTOMER TIME Bagley Enterprises 15:31 LOCATION Rexburg, IO yp BUILDINGS GRAM/CNEcx PROJECT 4091 Bagley Enterprises 3-15 VARCO—PRUOEN PAGE ^ GUILDING 70x1BOx16 I D PRIMARY FRAMING SIZE CHART PART -NO FLG THK X WO WEB THK DEPTH APPROX.SHIP START/END LENGTH CX8 3/8" X 7.0 .188 12.1/39.9 14.5 FL7RBX34 3/8" X 7.0 .SBS 41.0/22.9 14.8 1/4" X 7.0 .134 22.8/15.2 20.0 RBX10 1/4" X 6.0 .134 15.3/19.9 20.0 3/8" X 6.0 .188 20.0/41.1 14.8 CX11 3/8" X 7.0 .188 12.1/39.9 14.5 PBCX12 .120 X 5.0 2@.120 8.5/B.5 6.8 (2) F04070 I FB3034 Q O iA A325 BOLT CONNECTION CHART FRAME CLEARANCES No Qty Diameter Length Vertical Clearance Under Frame at CX8 - 14'-5 1/4" 1 18 3/4" 2" Vertical Clearance Under Frame at CX11 14'-5 1/4" 2 6 3/4" 2" Vertical Clearance Under Frame at PBCX12 - 17'-10 5/16" 3 20 3/4" 2" Horizontal Clearance Between CXS 6 CX11 - 61'-11 3/16" O N Finished Floor Elevation - 100'-0" (Unless Otherwise Noted) 12 0 Q O N mm m O O LL Q m Do m I 3 -5 6" 2: 12 5' Q Q m m 0 0 _ N N m m Q LL LL O Q O N O m 2 Q U. a Co x U nY6 WGf RE4.MFMENIk 0.N[rh Ml ILW4E T R O1 CPO55 YCfM4 4V4! .[ IMru. Nlt- smut rwrE wets wE Nt. Ees Petr 'PA ,i rwss srcnw d xot ..P.. MW4 nNWE A Pod APE 0.EIUKI �M LCR tf mE RIUE Ka s E PNI u4M IS /6VUPM0m A' n). APEPICKPNEP- R FMSK PPVR�Nl1.exRE .H S ONN MELSOPE a M fAWE.2 TYPICAL FLANGE BRACE CONNECTIONS [2)FB4070 8 1/2" ® 3 5/16" ❑4 3 @ 1'-1 1/8" O N /16" © 3 1/ 4 F��'4j QQ�O Ay f� Q aF M4'-0 11/15" Elevation at Frame Line 7 ® SEE A325 BOLT CONNECTION CHART on: u044.Ca Projky: 13 Bldg: 1 Plane: 14 1. A325 HIGH STRENGTH BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE This Drawing is Sealed only as to the taropnents rurn Rhea by VP B01din.e NOVEMBER 13. 1985. ALLOWABLE STRESS DESIGN 'SPECIFICATION FOR Building Code: Live Ld(W/Trlb Red) 97UBC 20.0 This Drewfn.. inclual tn, tbrorrouon nerepn. 0 Frame Elevation QUOTE . STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS' SECTION B. (tl) (1) Coll. Ltl (gravity): psf 0.0 psf re the Property W s CA99026364-003 CA 925657-0E-1 TURN -OF -NUT TIGHTENING'. Coll. Ltl (Uplift): 0.0 psf lc provided for Erecttny the Buae,ne BUILDER REV OAT By DESL' DATE 2. USE 1/2' DIA. A307 BOLTS FOR PURLIN TO FRAME. GIRT TO FRAME, AND GIRT To Wind Speed: 90.0 mph deamib.d In the spolk.bl. Purchase Oros end spell net be eoairtod. repro."ced Teton West Construction, Inc. 04/13/99 CLIP CONNECTIONS UNLESS NOTED OTHERWISE. SEE JOB DETAILS FOR BOLT LENGTHS. Wind Ex Cat.: p' S or used ror any other ouroose ylthout Prior CUSTOMER TIME 3. INSTALLATION OF ADEQUATE TEMPORARY BRACING FOR USE UNTIL CONSTRUCTION Grountl Snpw: 58.3 psf wr,tten ApPr.V.1 or w BUAldin.a. Bagley Enterprises 15: 31 I5 COMPLETE. IS THE RESPONSIBILITY OF THE ERECTOR. Roof Snow: 35.0 psf he G o el COntr or endaor Enactor 11 bbheg8S1 ror teis... W LOCATION Rexburg,ID Snow Exp Cat.: 1 " fl iX En "€epi$ p Ma 14 9 t q4 enc... 1hR(B PROJECT VP BUILDINGS oRAxVICK p� Seismic Zone: Building Use Cat.: 3 4 (a trean ip i b4 OP !} d: Er n Oenti> e e a q In'pal,43ry a'I n tua. 4091 Bagley Enterprises 3-15 VARCO-PR UD EN PAGE Auxiliary Loads NONE �Ia9 4g9I<On o"e �eipe :ry BRar Rc.. $FACE NTS BmtolxG 70x100x18 I PA 2; 12 0 O 0 O 0 N N m ID LL N NGo— Go U --- o FL8P0X39 _ — — i 3 2: 12 5' 0 0 0 0 4'. m LL N O O m o OB m O 1, Cul 0 O = FLBRBX40 cd a LSI I O O I I I N m I v Q I U U U U ml n O ml m m, m UI LL 10 U �I I� I I I I I I 1 2'-0" 102'-0" 102'-0" 102'-P" L------- _------------------------------- .---------- _-_-________________A © 6" n 3 5/16" R 3 @ 1'-1 1/8" 0 1'-7 7/16" © 3 1/4" © 4'-0 11/16" ® SEE A325 BOLT CONNECTION CHART On: u044.Ca Pro1ky: 13 Bldg: 1 Plane: 15 2. USE 1/2' DIA. A. CLIP CONNECTION', 3. INSTALLATION OF IS COMPLETE. IB PURLIN FRAME, TO FR M T OTHERWISE. SEE OIR JOB 0 ORARY BRACING FOR USE ILITY OF THE ERECTOR. (1) Elevation at Frame Line 8 mfa Ma"m9 ]a yvalad only ae to In. Conoonanta rurmahe0 by w BuvB1.9s Building Code: 97UBC TNv OraMlny. fndtudn the Inferrotfon hereon, Live Ld (W/Trlb Red) 200.0 pSf remind the PPOP.Pty o� w Bulldiny.. Coll. Ld (gravity): 0.0 psi tt se ProMfded far Erecting the eu;ldfny Coll. LO (uplift): 0.0 pSf deaorfbed in the aPPIIteEle Purdhac. order not be mdfflaO re roduoad Wind Speed: 90.0 mph and ansa P Wind Exp. Cat.: B sed for any ower Purooae without Prior Ground Snow: 59.3 psi Written APPrO.al f VP Bmldfnye. Roof Snow: 35.0 psi ° O1"1`°� .oe�:f€f�`foPdaorM e$ttor y fF... , , er tin (j,jB 000 Snow Exp. Cat.: i f f g n i...fqq h t8 Seismic Zone: 3 ° i ff o.n fe are. I j E b4 9P t 52 ki c f t.ffa Building Use Cat.: 4 en�.4 t'eo fry a$ fefnfn °fo Auxiliary Loads NONE BS°flrvorSryffFsaF$4amng fns tarr.$t .. Frame Elevation OEBC. BUItiE•. wee♦ '-K_ QUOTE 04/13/99 TIME 15: 31 VP BUILDINGS DRAM/CHECK VARCO—PRUDEN PAGE PRIMARY FRAMING SIZE CHART A325 BOLT CONNECTION CHART FRAME CLEARANCES AW AW, PART -NO FLG THK X WO WEB THK DEPTH APPROX.SHIP No Oty Diameter Length Vertical Clearance Under Frame at FLBPBCX44 - 17'-8 3/8" START/ENO LENGTH 1 4 1/2" 1 1/2" Finished Floor Elevation - 100'-0" (Unless Otherwise Noted) OCC38 .059 X 5.0 2@.059 8.5/8.6 14.5 2 5 3/4" 1 3/4" FLSRBX39 .134 X 5.0 .164 11.0/11.1 35.5 3 4 1/2" 3 1/2" a)I:a '�" K w\'.•m ' FLBRBX40 3/16" X 5.0 .134 11.1/11.0 35.5 4 4 1/2" 1 1/2" ,p OCC38 .059 X 5.0 2@.059 8.5/8.6 14.5 5 4 1/2" 1 1/2" FL80CC42 .065 X 5.0 2@.065 8.5/8.5 18.3 '°'°^a- FL80CC43 .055 X 5.0 2@.065 8.5/8.5 18.3"t maEA eu n w baa sEmna wsr aE emuun. FLBPBCX44 . 06 X 5.0 2@ .065 8.5/8.5 5 .9 PLLF/R- 9MGE RUSE swF- 5 IPE INIPfO AH. . MUM w . EEG,WX 8 MT .LLGp1PAVEp T nl. nM FE °V24 K RNPEO BOM Iml L£ ME hHAH1 KB WHEN PM KOM I1.MXOMF. M BI (t). NI- auE E_ M,EMEAE, Hxa 1t mnE Broca tamwb'HC 1. or of W.MG. 5- M1G4MP E. )VEC ML wKAE I..H n4 BWI ECC V ME .� MED. TYPICAL FLANGE BRACE CONNECTIONS PA 2; 12 0 O 0 O 0 N N m ID LL N NGo— Go U --- o FL8P0X39 _ — — i 3 2: 12 5' 0 0 0 0 4'. m LL N O O m o OB m O 1, Cul 0 O = FLBRBX40 cd a LSI I O O I I I N m I v Q I U U U U ml n O ml m m, m UI LL 10 U �I I� I I I I I I 1 2'-0" 102'-0" 102'-0" 102'-P" L------- _------------------------------- .---------- _-_-________________A © 6" n 3 5/16" R 3 @ 1'-1 1/8" 0 1'-7 7/16" © 3 1/4" © 4'-0 11/16" ® SEE A325 BOLT CONNECTION CHART On: u044.Ca Pro1ky: 13 Bldg: 1 Plane: 15 2. USE 1/2' DIA. A. CLIP CONNECTION', 3. INSTALLATION OF IS COMPLETE. IB PURLIN FRAME, TO FR M T OTHERWISE. SEE OIR JOB 0 ORARY BRACING FOR USE ILITY OF THE ERECTOR. (1) Elevation at Frame Line 8 mfa Ma"m9 ]a yvalad only ae to In. Conoonanta rurmahe0 by w BuvB1.9s Building Code: 97UBC TNv OraMlny. fndtudn the Inferrotfon hereon, Live Ld (W/Trlb Red) 200.0 pSf remind the PPOP.Pty o� w Bulldiny.. Coll. Ld (gravity): 0.0 psi tt se ProMfded far Erecting the eu;ldfny Coll. LO (uplift): 0.0 pSf deaorfbed in the aPPIIteEle Purdhac. order not be mdfflaO re roduoad Wind Speed: 90.0 mph and ansa P Wind Exp. Cat.: B sed for any ower Purooae without Prior Ground Snow: 59.3 psi Written APPrO.al f VP Bmldfnye. Roof Snow: 35.0 psi ° O1"1`°� .oe�:f€f�`foPdaorM e$ttor y fF... , , er tin (j,jB 000 Snow Exp. Cat.: i f f g n i...fqq h t8 Seismic Zone: 3 ° i ff o.n fe are. I j E b4 9P t 52 ki c f t.ffa Building Use Cat.: 4 en�.4 t'eo fry a$ fefnfn °fo Auxiliary Loads NONE BS°flrvorSryffFsaF$4amng fns tarr.$t .. Frame Elevation OEBC. BUItiE•. wee♦ '-K_ QUOTE 04/13/99 TIME 15: 31 VP BUILDINGS DRAM/CHECK VARCO—PRUDEN PAGE --------- SECONDARY ------------ MARK LENGTH THK DEPTH 16EZW168 31'-B Iji6' .oge 8.5 16EZW174 25'-8 5/16" .073 8.5 IOZP199 24'-9 1/16' .073 8.5 IGZP20004 6'-0 1/2" .073 8.5 BEZW20005 6'-0 1/2' .105 8.5 BEZW50 24'-9 1/16' .105 8.5 5EZW56 24'-9 1/16' .092 8.5 5ZP57 34'-7 1/16' .120 8.5 7EZWi55 31'-8 1/16' .105 8.5 7EZW166 25'-8 1/16' .092 B e EZW157 25'-8 1/16' EZW169 25'-B i/16' EZW51 25'-3 1/16' GAB1010 20'-0' ZP175 24'-9 1/18' ZP175 25'-3 1/16' ZP181 24'-9 1/16' ZP190 25'-3 1/16' .i ZP20002 5'-0 1/2' ZP5B 28'-11 1/16° .i -WP59 29'-11 1/16' .I ZP50 30'-11-i/16— 'j ZP61 29''-il 1796' .I ZP63 29'-3 9/16' A JP64 34'-9 9/16' .. ZP85 33-9 9/16' ZPB6 28'-11 1/16' .; IzPy0000 IZ'-3/4u .I P4D1AN �— G( E OSW (8) I/2° N 1 I/i 60 LT W/NIk ILPLp 000 - G C E OSMS10 W/ M) i/zX IIh A QO LT hI/V4A SOS TY P, © ❑3 D3 131 n n 6" 25'-2 9 I6" ji 25'-8 9Z16" 1, 25'-8 9Z16' m1a 25'-8 9Z16" In 25'-B 9/16" Selat 25'-8 9Z16" m1a 25'-2 9/16" 2 EC-12lob THIS UK 50,0111 0.0 • V( .0 'Ti—r� USE 117 x 1V -L f4325 6Ovr .H/WA5NEF e-5L-ATSIDE. 8192%5' < ® JCP052050 p © 6" O ❑ 61-0" FA�9Tf OF * Denotes A325 Secondary to Frame Connection y NlM� On: u044.ca Projky: 13 Bldg: 1 Plane: 6, 7, Jr, , 1. UNLESS NOTED. USE 1/2' .IAME7ER A-307 BOLTS FOR PURLIN LAP, Tnda oraNfna v sealed only ae to the CM..enta m1.10.d by VP Buvefnae PURLIN TO FRAME, FLANGE BRACE TO FRAME, AND FLANGE BRACE TO PURLIN CONNECTIONS. SEE JOB DETAILS Build jng Cpoe: 97UBC th mia OreWfna. fnp lud,n the Information hereon. aVBiE 1 Jae FOR BOLT LENGTHS. 2. WIND. FLANGE, Lite LO (W/Tr1b Red) 20.0 psf reeaina tie property o9 eInformati y. vos in,Idfna Roof Secondary CA99026364-003 CA )92 925657-0E-1 AND PURLIN BRACING ARE AN INTEGRAL PART OF THE ROOF STRUCTURAL SYSTEM AND Coll. LO (gravity): 0.0 psf 1e ,> for E...tin, SHOULD BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. Coll. LO (uplift). 0.0 psf prdhfded the e aiii, REV der ar ieacrfoad in the r BUILDER oast. DATE REMOVAL OR ALTERATION OF ROOF BRACING WITHOUT PRIOR AUTHORIZATION Wino Speed: 90.0 mon order s and anal] not be modified, r produced Teton West Construction. Inc. 04/13/99 IS PROHIBITED. 3. WHEN SAG ANGLE SLOTS IN ADJACENT PURLINS DO NOT ALIGN OR ARE Wind Exp. Cat.: B or used for Any Other parpose Wf endue prior tusicNER OMITTED, FIELD -BEN. A SAG ANGLE TAB AND ATTACH TO PURLIN WITH A SELF -GRILLING Ground Snow: Sg,g oyf Witten Approval of VP Buildings, Bagley Enterprises TIME STRUCTURAL FASTENER. 4. SAG ANGLES ARE NOT REQUIRED IN BAYS THAT ARE 15' OR LESS. Roof Snow: 35.0 psf s n re] toner or and7or Er er iei >pana a1 far eiSiteocd LOCATION 16: 16 Snow Exp. Cat.: 1 Ime^ h� Ic° Ain if). t� fXg i., ..fph tR YS 4 Re Xbur , ID VP BUILDINGS ORAW7cNECN Seismic zone: Building Use Cat.: 3 4 t n d i�1s oraoaS�a ' 1 °e4711n°tlapi� y°5 faeaai m�`ac i PROJECT 4091 Bagley Enterprises 3-15 VARCO-PRUDEN j � Auxf ]fare I natl¢ Anue qOI p�oper_erec pn__pnec uptnp i'ne r et! ... true ..__ BVILBINC PARE 1 7 ----------- SECONDARY ------------ MARK LENGTH THK DEPTH 2CG0 20'-7" .059 8.5 2CG2 20'-6 15/16' .059 8.5 2ZG3 ]9'-9" .059 8.5 2ZG5 19'-B 7/8" .059 8.5 2ZG6 10'-8 15/16' .059 8.5 2ZGS ]0'-8 5/16N .059 8.5 CGI 22'-9 1/2' .059 8.5 ZG4 22'-9 1/2' .059 8.5 WALL ELEVATION AT WL N o © GFAAD0 Fid 9rf QF \�P p © GFA306 ti M. M� On: u044.Ca Prolky: _ 13 Bldg: 1 Plane: 2 1. UNLESS NOTED. USE DIAMETER A-307 BOLTS FOR GIRT LAP, GIRT TO This drawing Is Sealed only A, to 11. low ... his fornl.nsa by w Amldmg. FRAME. AME, FLANGE BRACE TO FRAME. FLANGE BRACE TO GIRT, JAMB AND HEADER CONNECTIONS. SEE JOB DETAILS Building Code: Live La (W/Tr ib Real 97UBC 20.0 psf mrd drawing, .peri,fn the mforwatfon hereon, . e the o w mlumng,. wa 1 1 �I � Quare E Jae s QUOTE FOR BOLT LENGTHS. 2. WIND AND FLANGE BRACING ARE AN INTEGRAL OF THE MALL STRUCTURAL SYSTEM AND Call. Ld (gravity): Call. Ld (uplift): 0.0 psf 0.0 prop.rt, Ic n oro.:ded for Ereccsng me eoildmg WILDER CA99026364-003 CA 925657-0E-1 Pare EPARTRECTION SHOULD BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. REMOVAL Wind Speed: psf 90.0 mph Cescrfeed In the apnuceote a rcna,. Order AEv onr era endo got de romn.d. er nese. Teton West Construction Inc. 04/12/99 OR ALTERATION OF WALL SPACING WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. Wind Exp. Cat.: B r produced or used for Any other Pa'P..e vith..t Prior cusrdzEA Ground Snow: 58.3 psf N+.etee GPprp.al r so Amgdln,... Bagley Enterprises ANE 12: 35 Roof Snow: 35.0 p9fPeO ne@G rel gontr <r end/<r E... togo<d Pyr ppnaP$Pfnrer a<curot LOCATION Snow Exp. Cat.: 1 iT5 Xg"40'e ..5h P {ER 91 Rexburg. ID PAGE/cxccz VP BUILDINGS Seismic Zane: Buildln Use Cat.: 9 3 4 MA p e YP. rC'9e�ePFMe 0,..1 fa e44i r<at see e n b puii�� EE ��11 �" eX CP tatii o.. PgdJEt1 4091 Bagley Enterprises 3-15 J� VARCO-PRUOEN PAGE I Au%1lfery Loads NONE ISW JACl M, PXBtC�rpGh Bi P.ro-r:,, gree tog. se"LE BUILDING NTS 70x1SOx1B 1 R` ----------- SECONDARY ------------ 25'-8 9/15' ®i. P5 ' -R 9/16 9/16'.as ROD BRACING MARK LENGTH THK DEPTH MARK LENGTH DIAM J WALL ELEVATION AT WB �a pal S�1 L FN Fa � FFA CG18 25'-8 1/36" .065 8.5FIN 5ROO4 30'-11 3/4' 0 5/8' C619 25'-8 1/16" .065 8.5 5R007 31'-1 1/16' 0 5/8' 2027 25'-8 1/16" .055 8.5 - ZG2B 25'-8 1/16" .073 8.5 On: u044.ca PrOjky: 13 Bldg: 1 Plane: 5 6RCIV5i 2pt-0,f '054 1. UNLESS USE 1/2' DIAMETER A-307 BOLTS FOR GIRT LAP, GIRT 70 FRAME, TDIa Hawing is Sealed only as to the C.rodnents furnished ar vP Buildings (9) BG2 RAW 16,tNt31:�',. TA 12 0 ' m # 25'-2 9/0" T 25'-8 9/16" wise 25'-8 9/16" a!. 25'-8 9/15' ®i. P5 ' -R 9/16 9/16'.as 25'-P 9/16 . Big25'-8 a J WALL ELEVATION AT WB �a pal S�1 L FN Fa � FFA © 5'-D„ (9) BG2 RAW 16,tNt31:�',. TA 12 0 ' m # 25'-2 9/0" T 25'-8 9/16" wise 25'-8 9/16" a!. 25'-8 9/15' ®i. P5 ' -R 9/16 9/16'.as 25'-P 9/16 . Big25'-8 a WALL ELEVATION AT WB pal S�1 L FN Fa � FFA © 5'-D„ • FAP- < 0 fP Q2 7'-2 1/4" ti of Mi B' Al. M� On: u044.ca PrOjky: 13 Bldg: 1 Plane: 5 1. UNLESS USE 1/2' DIAMETER A-307 BOLTS FOR GIRT LAP, GIRT 70 FRAME, TDIa Hawing is Sealed only as to the C.rodnents furnished ar vP Buildings BRAED. FLANGE BRACE TO FRAME. FLANGE BRACE 70 GIRT, JAMS AND HEADER CONNECTIONS. SEE JOB DETAILS FOR BOLT LENGTHS. Building Code: LiveCalld( live Ld (W/Tr ib Red) 97UBC 20.0 ps.f mid orewinq. mmwto end inrprnauon rereon. renajoe the . inc Property of th euildmga. Wall Secondary QUOTE s CA990263fi4-003 Jae' CA 925657-0E-1 2. WIND AND FLANGE BRACING ARE AN INTEGRAL PART OF THE WALL STRUCTURAL SYSTEM AND (9ravit ): yy Call. Ld (UDli ttl: 0.0 paf :L is prwtoed Tor Erecttnq the avudiPg BUILDER DATE SHOULD BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. Wind Speed: 0.0 Daf 90.0 mph descrfhed in tna epplicaple purcnasa order . and Ds Ev DATEBY DEsc. Teton West Cone trUCtlOn Inc. 04/13/99 REMOVAL OR ALTERATION OF MALL BRACING WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. Exp. Cat.: shau not modified, r.or. or used ror eny other Purpose without prior cusraxER Wind B written APworel Pe vP Buildings. Bagley Enterprises TIME Ground Snow: 58.3 Oaf 15:33 Root Snow: Snow Exp Cat.: 35.0 pat ine G n4 el Cdon 4e or -end/druEer1tcfor Th t}( Z kCAR nt fin Yn' f€i3 geed LOCATION Rexburg, IO QRAw/ KECK 9e iem iO Zone: i 3 Dili 1. 1P� s IjA tg taF T �a Y4 ip ced �n In 'vP PROJECT VP BUILDINGS 1 V euilding uae cat.: 4 1 1 D4 . dY . b c I n°6 pa.4a anS 54� ina €rr ¢' Tai er€af 4 € 4091 Bagley Enter rises 3-15 ygRCO—PRUDEN Auxi]Lary Lp ad: NONE PPS°€ee:.P°o i�y4Oo"vcSn93 �t"q €^e "r"egc uae seALE NTS �ILoixG 70x180%16 PAGE� 6 ----------- SECONDARY ------------ ----------- SECONDARY -------- ------------------ �. n FRAMED OPENINGS ----------------- ROD BRACING MARK LENGTH THK DEPTH MARK LENGTH THK DEPTH FOP -LOC- MARK LENGTH THK DEPTH MARK LENGTH DIAM ACG21 5'-5 1/2' .059 8.5 ZG29 8'-5 1/36' .059 8.5 1 3.-0.1 Z0201 25'-8 1/16' .073 8.5 48004 30'-11 3/4" 0 5/8' 4CG28 2'-8 1/2' .059 8.5 1 HEADR CW200 14'-0' .059 8.5 48007 31'-1 1/16' 0 5/8' 4ZO30 5'-5 1/2' .059 8.5 1. UNLESS NOTED, USE 1/2' DIAMETER A-307 BOLTS FOR GIRT LAPGIRT TO FRAME, rate drawing 1, seated only to the Components furnished by w sm la mga , FLANGE BRACE TO FRAME, FLANGE BRACE TO GIRT, JAMB AND READER CONNECTIONS. Building Code: live Ld (W/Tr SD Red) 97UBC 20.0 psf 4ZG35 2'-B 1/2' .059 8.5 SEE JOB DETAILS FOR BOLT LENGTHS. 2. WIND AND FLANGE BRACING ARE AN INTEGRAL PART THE 1 1 JAMBL CW196 14'-3' .059 CA99026364-003 CA 925657-0E-1 - CG18 25'-81/16" .065 8.5 West COnBtrUCt100, 2 JAMBR CW196 ZZ 2113 14'-3' 29--j 11611 .059 .073 B.5 8.5 Inc. CG19 25'-8 1/16" .065 8.5 B 2 HEADR CW200 14'-0' TIxE 8.5 Ground Snow: 58.3 Psf CG20 8'-5 Via' .059 8.5 15: 33 2 JAMBL CW196 14'-3' .059 B.5 Qa u/anecx ZG27 25'-8 1/16' .055 8.5 vxO�Ecr 2 JAMBR CW196 .059 3 4 ip yy1 P4 Ie - e. a ie tqh end a. i 1 a I Y L. aara� [ E qn "Io "covra�t 4091 Bagley Enterprises 3-15 ZG28 25'-8 1/16" .073 8.5 NONE 6PC PA :rvSBAcin,S dmg 4Be Use SCALE NTS BUILDING 70x380x i8 14'-3' .059 _ G It' S-3 ZDV -011 059 G M N (7) BG2 Is. pp * 14._G„ i�T i 14'-'"' ® ml ❑1 i 14•-°„����� It 25'-2 9/16” 25'-8 9/16" 25'-8 9/16" _25'-8 9/16" _i_ 25'-8 9/16" _i_ 25'-R 9/16" _i_ 2F'-2 9/u" 4T WALL ELEVATION AT WF © 5'-0" �. n QS 7'-2 1/4" 9�� Q ❑4 6" v ® z 6 O cnA,� 3.-0.1 lF O F 1�P�a '- 88 9/16" M. M On: u044.ca Proiky: 13 Bldg: 1 Plane: 4 1. UNLESS NOTED, USE 1/2' DIAMETER A-307 BOLTS FOR GIRT LAPGIRT TO FRAME, rate drawing 1, seated only to the Components furnished by w sm la mga , FLANGE BRACE TO FRAME, FLANGE BRACE TO GIRT, JAMB AND READER CONNECTIONS. Building Code: live Ld (W/Tr SD Red) 97UBC 20.0 psf This nfn01Ud1the Information hereon. '..in. the me Prooertr A eq vv eu:ld rng,. Wall Secondary QUOTE f As f SEE JOB DETAILS FOR BOLT LENGTHS. 2. WIND AND FLANGE BRACING ARE AN INTEGRAL PART THE Coll. Ld (gravityy): 0.0 psf It 1, For Erecting the Gdtlding sunoEN CA99026364-003 CA 925657-0E-1 OF WALL STRUCTURAL SYSTEM AND SHOULD BE PROPERLY INSTALLED Coll. Ld (uplift). 0.0 Psf Provnoad deadr lard in the epP11te01e PQrcnen Wdar Ey 04T sr Ossc. Teton West COnBtrUCt100, DATE PRIOR TO ERECTION OF WALL AND ROOF SHEETS. REMOVAL Wind Speed: 90.0 mph sled. ' anduaea]%dr Inc. 04/13/99 OR ALTERATION OF WALL BRACING WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. Wind Exp. Cat,: B any an :ienwi _________________ SHEETING ___-_______ MARK LENGTH THK COLOR (FINISH) PRR1 34'-S 3/8' 28 Standard Color (GALVM) PRR2 3B'-7 13/16' 26 Standard Color (GALVMI PRR3 3'-4 13/iG' 26 Standard Calor (GALVM) PRS2 16'-6 9/16' 26 Arctic White (SP) PRS3 23'-1 3/16' 26 Arctic White (SP) PRS5 19'-0 9/16' 25 Arctic White (SP) PRS6 3'-10 15/16' 25 Arctic White (SP1 --------------------- TRIM ___-___-__-__--_--_-_- FO# MARK LENGTH COLOR (FINISH) EF12B 12'-3' BRITE RED (XBD) EF200 20'-3' BRITE RED (XBD) RFRIO 10'-0' Patrician Bronze (KXL) SETSOB 10'-3' BRITE RED (XBD) SO SOFFIT PR52 REGO (2) PRS3 REOD (2) PRS& _ REDD (601 OSOFFIT - - -- - PR52 REDD (2) PRS5 RE00 (2) _____________________ TRIM _______--______--_-. FOO MARK LENGTH COLOR (FINISH) RRC20 BRITE RED (XBD) SPC20 BRITE RED (XBD) OM Q 4 a LL Q a i o PF R ut d LL e � LL Y Q i 0 1 p O R n N I � Y Q N O I N v JR d c; REGI(2) � LL V (1 ) F 1 1 1 110 F 2, 91 0 O q8�925 04, ® 6'-0° On: u044. ca Pro)ky: 13 Bldg: 1 Plane: 6,7,16 min Mav O9 is Seale. eDly Am to the C.M.nente rurnl.hld Ey VP Building. f. Install Sheeting From Left to Right-, 2. PRE -DRILLING 1/8' DIAMETER HOLES FOR ROOF STRUCTURAL FASTENERS MAY BE REQUIRED AT 11 GAGE PURLINS, NESTED PURLINS. PURLIN LAP LOCATIONS. AND/OR SECONDARY STRUCTURAL BEAMS 3. ROOF SHEETS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM, REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. 4. SEE JOB DETAILS FOR SHEETING AND TRIM FASTENER SPECIFICATION. Building Code: 97DSC Live Ltl (W/Trib Rea) 20.0 psi Call. Ltl (gravity): 0.0 psf COIL. Ltl (uplift): 0.0 psf Wind Speed: 90.0 mph Wind Exp. Cat.: 8 Grountl Snab: 58.3 psf Roof Snob: 35.0 psf Snow Exp.Cdt .: 1 Seismic Zone: 3 Building Use Cat.: 4 Auzf lfary Loatl9 NONE ^pie Moving. Including the information hereon. ...ina thm Drdperty of VP BUlid:nge. ate Drdvided for srectma the euuding aescripea in the r Eucaine a rtneee Maar a an' u not be modified. r produced or used for any miner Durpdse vithdut riot write°" Approval or vp Buildings. fie B aI sontr c andior Er dor Im Dnn..e{°rfer occur.)! good Z rkman iD in . hila f�fXg gn iore fq� �R tsiSs S9"er nv I )R Mavin . 'lt :4�1! Sb'iry° fai'daPB$ �riai�4" oEo.t?m en n @@ °i°i°empeiiry4ODt4.1"ng?eamv iXi rr"egc uae ROOF Sheeting 9 ONTE I CA99026364-009 CA J0B 925657-0E-1 BUILDER v os Br sssc. Teton West Construction. Inc. VP BUILDINGS VARCO-PRUOEN ogre Oq/]3/gg CuaiOxEq Bagley Enterprises TIME ]6: 16 LPunax Rexburg,IO BR'A@/ChECx PROJECT 4091 Ba le Enter r15es 3-f5 SCALE NTS Bu[LOtxG 70%1B0%18 PARE n D On: u044.Ca Pro)ky: 13 Bldg: 1 Plane: 3 3. 2. -------------- __ SHEETING --- _----------- _MARK CT16 16'-3' MARK LENGTH THK COLOR (FINISH) EA3R PRN10 19'-1 7/16' 26 Arctic White (SP) RKF16 PRWil 19'-7 7/16' 26 Arctic White (SP1 BRITE RED (XBD) PRW12 20'-1 7/16* 25 Arctic White (SP) PRW13 20'-7 7/16' 26 Arctic White (SP) PRW14 21'-1 7/16' 26 Arctic White (SP) PRW15 21'-7 7/16' 26 Arctic White (SP1 PRWi6 16'-1 7/16' 26 Arctic White (SP) PRW4 16'-1 7/16' 26 Arctic White (SP) PRW5 16'-7 7/16' 26 Arctic White (SP) PRW6 17'-1 7/16' 26 Arctic White (SP) PRW7 17'-7 7/16' 26 Arctic White (SP) PRWB 18'-1 7/16' 26 Arctic White (SP) PRW9 18'-7 7/15' 26 Arctic White (SP1 On: u044.Ca Pro)ky: 13 Bldg: 1 Plane: 3 3. 2. Q RRC20, SPC20 T LAP WALL ELEVATION AT WR IDI. Or .Ml le Sealed onlr as Building Code: 97UBC Live Ld(W/Trip Red) 20.0 psf Coll. Lo (gravity): 0.0 psf Call. Ld (uplift): 0.0 psf Wind Speed: 90.0 mph Wind Exp. Cat.: B Ground Snow: 58.3 psf Roof Snow: 35.0 psf Snow Exp. Cat.: 1 Seismic Zone: 3 Building Use Cat.: 4 U,.I.h.e Dy W Butldln,. nCludin5 u* InforMtlon hxeon, Derty ofi W Buileings. : W fceDli PirrneaadOnrEer e eodl Heq reeroeuced ether Mrpole Without prior Wall Sheeting DESC. I BUILDER`—^ —_• --- 2 QUOTE CA99026364-003 VP BUILDINGS VARCO—PRODEN G 1/13/99 15: 33 15CK >0 TRIM—__________________. FOe MARK LENGTH COLOR (FINISH) CT16 16'-3' Antic Whits (SP) EAX Egyptian White (SP) EA3R Egyptian White (SP) PRF1 BRITE RED (XBD) RFRSO f0'-0' -Patrician Bronze (KXL) RKF16 16'-3' BRITE RED (XBD) RKF20 20'-3• BRITE RED (XBD) RRC20 BRITE RED (XBD) SPC20 BRITE RED (XBD) STCOSA 5'-1 1/2' BRITE RED (XBD) Q RRC20, SPC20 T LAP WALL ELEVATION AT WR IDI. Or .Ml le Sealed onlr as Building Code: 97UBC Live Ld(W/Trip Red) 20.0 psf Coll. Lo (gravity): 0.0 psf Call. Ld (uplift): 0.0 psf Wind Speed: 90.0 mph Wind Exp. Cat.: B Ground Snow: 58.3 psf Roof Snow: 35.0 psf Snow Exp. Cat.: 1 Seismic Zone: 3 Building Use Cat.: 4 U,.I.h.e Dy W Butldln,. nCludin5 u* InforMtlon hxeon, Derty ofi W Buileings. : W fceDli PirrneaadOnrEer e eodl Heq reeroeuced ether Mrpole Without prior Wall Sheeting DESC. I BUILDER`—^ —_• --- 2 QUOTE CA99026364-003 VP BUILDINGS VARCO—PRODEN G 1/13/99 15: 33 15CK >0 BRACE ROD SLOTS 1._p. W WALL BRACE RTFIi RW HMNCX MY B SY 1 VAT BE SIRVGM A OR TAPERED A O BOTTOM ROO SLOTS I� HILLSIDE WASHER REQUIRED WITHII MT WASHER HILLSIDE HEX MYADJOINING BRACED BAYS NOTE: OIM'S SHOWN WMHER' WALL PRE STANDARD BUT Mi WASHER ROD MAY VARq HEX NUT ROOF BRACE T 5 6 ROD (_ROD—) a j I VES VES I FRAME '-^I R FTER o 0 O r7col FLT Mr HEY N SECTION A -A ROOF RODS AT RIDGE II W x _ AJO7 BATS TYPICAL U.N.- L/ p L-_— WALL SECONDARY MEMBER BRACE LOCATION E BOLTS FRAME NOTE: FIELD CUT '00 HOLES IN INSET GIRT$ COLUMN DEPTH ISR LOC (CONPN) AT INTERFERENCE WITH RODS NO2 UM OFAT : N' ATH 15 00. IN N UM GE Ai)7 AT HMDID D OF iIANCE BRME WIHX (sFB-) m;us ARE REaven k"x_AW7 BU S TYPICAL V.N. 2' WALL SECONDARY MEMBER - 1/2' x _ A307 BOLTS TYPIC L U.N. MANGE ORICE (RB-) 1/2' x _ AW7 BUTS TYPICAL U.N. 2' J 0 OR 6" FR�LIE BOjLTS ROOF ROD BRACING OR GAGE ED00 ROD BRACING AT COLUMN BASE 13 -PLATE OR GAGE BRC -lid ROD BRACING AT SIOE`NALL COLUMN e�uN R cALL BF.r•p81 WALL FLANGE BRACING OUTSET SIDEWALL COL (CONTINUOUS &SIMPLE) o„mny FR07A1 WALL FLANGE BRACING BRO7A2 CORNER POST AT POST & BEAM ENDWALL I k" " -- AJ07 BOLTS TYPICAL U.N. 10M Se. SP.G ulQxE cors IN AwMDrt OOF PW:O RUN A SAC ANGUPURUN w/ A PURUN PANEL RIB WALL THRU 2:12 SELF DRILLING FASTENER OR BUT AT CENTERUNE OF PURUN O.4 HIGHER. W FRAMES OR SUPPORT BEAMS 4 I/2 3' 4 1,2' FINGER SHIM AS REQUIRED Y. -u (SSdpTJ FIELD DRILL HOLES. PLAN- BRACE (FB-) OR (SFB-)RW HANGER OR UNISTRUT AS NEEDED. 3' MAX. GAGE '(� TYPICAL BOLTING BAGpE X ANGLE CUP, BOLTS, UNISTRUTS, ROD HANGER (NIH, k' A3W BO.is 0 4' MIN. PITCH) uLCONNECTIONS OLTS-- A&t)BEND TAB AND CLAMPS NOT BY VARCO-PRUDEN. TM TYPICAL U.N.MT PURUN _L I I I Y *M�E NAY BE _ - 0 p RM MEM OR TAPERED MENDE 1WALL1CO SIDEWALL / @ FIRE SPRINKLER LWGER MTEM BUSTMEMBERAR BE CAPABLE OF RE 250 LBS. PWS Ne2'MIN. fi:ACE I'-0" WEIGHT U 'NATER FILLED PIPE PER G I ILLED OTHER SUSPENDED LOADS E%CEEDING ICO CUPS, PLATES OR BOLi9 I Mi SHIM AS PEOUIREDLBS. _:CATIXJ MUST BE SUSPENDED SIMILAR TO THIS AAE NOT DY VARCO-PRUDEN OR 6' ¢ W GR LESS DETAIL. DO NOT CLAMP TO.BOTTO% FLANGES. CONTRACTOR'S NOTE: BEiVII BOLTS MANE BOLTS SAC FIELD DRILL OR FEW WELD SUSPENSION ANGLES OR PLATES. (SA - ALLOWABLE LOAD - 14IP PER PAIR OF BUYS 0" CONTRACTOR'S NOTE: ANT LOADS OVER 400 LBS. APPLIED TOW MEMBERS KIPS PER INCH OF WELD WITHOUT INSPECTION L�.-� I COLUMN DEP1H BRACE LOCATION 6°". NOTE' WESIDUIE M' wA BIOS INSERT SAG ANGLE TA3 INTO PURUN SLOTS BuS CH ALLY= VME MA NOBUILOING?t LATERAG, PIPE L LOAD RESISPNC UPPWTS ETC. MUST AIEN 5 (PURUN 2.B KIPS PER INCH OF WEAN WITH INSPECTIW ASD PAIRS OF BOLTS OR INCHES OF WELD TO RESIST DESIRED � M2 NOTE FIELD CM SHIMS TO DESIRED DIMENSIONS TO •I"TM �_a, N UVJ OF A30] AT EACH EACH AND BM TAB RFS SEE ROOF FRAMING BRACING STRUTS M PRIMM' "AMES AS REWIRED BY CODE BE CONCENTRATED LOAD. LOMC LESS THAN 500 LBS MAY BE SUSPENDED ACHIEVE DESIRED RESULTS • ♦ TM� a0. I._R. OF FLANGE BRACE ,HEX (NI-) I- DRAWING FOR LOCA' 19.1 OF SAG ANGLE RUNS. FOR SEISMIC LOADS. BRACMC !.NST PROMDBD AND INSTALLED BY CONTRACTOR USING CLAMPS. (1 k" MUM EDGE OF MANGE). SHIMS ARE MME BRACES ARE REWRCD. AND MUST RESIST LATERAL LOA05 EQUAL TO TIE HEIGHT OF ME SUSPENDED CONLEWTRAI£0 TOMS SHALL NOT EXCEED USER GEMMED CWLA1£RM � FROM 059" MATERIAL. WALL FLANGE BRACING UNIT OR AS REWIflEO By CANE WHICHEVER IS LESS. LOADING INDICATED ON ME PURCHASE ORDER AND IN M LALWLATgiS, PURLIN BRACING BR09A5 SUSPENDED LOADS FENIOAll SUSPENDED LOADS ENlOA2 STANDARD SHIM PROCEDURE S.W. AT FULL FIRM -L.'A. CORNER COL m SAG ANGLE INSTALLATION FROM PURLINS - 100 _B. LOADS OR GREATER FROM STRUCTURAL (;FANS TYPICAL AT ANY BO'. FED CONNECTION N9OOUUTSET _ wwAm nm _ pM .�••+ . �al+aM e•ax nmm M n mn,.v n/I6" x 1/4" TAPE VASnC ..ONT. (8p]90)� I/4 -f4 s ]/8' ROOF I STTCH FSNR (576••) 1'-O' 1' 0' 1'-0' '/•-It x A" ROOF I I�--�--�I RAKE FASCIA WALL PANEL @ FSNR O 2'-0" D.C.0. FACE OF N-14 x A' ROOF STITC'I (RKF I A" ` )� —�{ Algn UP11X5 V-14 X A" ROOF STITCH RAKE FASCIA ROOF EXT[NSION FSNR O 2'-0" O.C. (RKF-) ` A40 WRUNS RAKE FASCIA - (RKF 1,RA WF E%T. A -14x'?" ROOF SRTCH FSNR 0 2'-0" O.0 AWIO URUHS PNTI-fgPILLMI BGD-� PURUN BEARING NOTE: STITCH FSNR (576.•) WHEN NON STANDARD CGUIP, 2 PER INT RID AND ARE USED, PRE -DRILLING IS 4 PER SIDELAP RIB BOTTOM OF RECOMMENDED DUE TO THE ROW SHEE ABSENCE OF ME PURUN 12-14 • 1 ' ROCf BEARING LEO STRUCT FSNRA(574••) 3 PER FOOT V-14 x TV ROOF ENDLAP & RIOGE CAP j STT(OH FSNR (576••) 1 PER PURLIN AND I'<b ��-�✓ 2 PER SPACING ba 12-14 'I N` STRUCT FSNR (5]4••) Et t PER FOOT fim Fg� A-14 x A' ROOF INTERMEDIATE PURUN '¢'* STITCH FSNR (576••) 6' O.C. FOR FIRST �3 10'-0' UPSLOPE 12-14 X 1 1/4" R AT SIDELAP P.00481 STRUCT FSNR (574••) SEE � FOR STD PATTERN x 1 R STRUCT C04B STRUCi FSNR (574••) SEE FOR UL90 PATTERN 3 PER FOOT BUILDING EAVE C04B PANEL SIDEUP ' SEE FOR 251 LL PATTERN PANEL RIB ROOF RC03BI FASTENER PATTER PANEL SIDELAP ICE DAMMING . C. W TAPE MASTIC BOTTOM OF (80390) ROOF SHEET 12-14 X 1 k' WALL O STRUCT FSNR (564.•) 2 PER FOOT ,-PANEL RIB OUMDE CLOSURE (80140) 1 n' STRUCT. (1 PER PURLIN) N-11; A" WALL / STITCH11"I J (365•• 1O.C. AKE ANGIL RAKE FASCIA RETAWER (RFR1D) FASCIA RETANER (REBID) RIA_ 0 6 W URUNS RKAOB O 8 W URUNS RKAW. O ll k' PUEWNS 118M NNW O)60 NNW- 11 k' URUNSUNS PANEL RIB RAKE TRIM (STD. PR ROOF) P—m-o-B-11 P,RIB ROOF RAKE PANEL RIB WALL THRU 2:12 ALL PURLINS ® RAKE EXT. I xMS .Pim'. . emn." M. x W TAPE MASTIC CONT. (80390) ----_---- --_ PANEL ME ROOF O12-14 x I H ETRVCT F-,�NR (56459) i'-0" O.C. N-14 x I Vi STRUCT. FSNR (55307) (1) PEN PURUN SOFFIT PANEL GAGE ANGLE (GAA1010) 0 6 W URUNS (GABIOTD) 0 B k' & 11 k' URUNS \_V-14 x A' WALL STITCH FSNR (565••) N' TAPE (00390) RPl(E E%i. CHANNEL PURUNS (RECO 8 1P PURLINS (BETHTI -) O II k' PUMINS BUTA307 SOL (2) H DIAMETER A10] BCL15 Y-14 x W WALL O STITCH FSNR (565••) 1'-0' O.C. (RFR10), ATTACH W/—SOFFIT PANEL 12-14 x 1 A' WALL IF... LSVR (564••) SORTT TRIM (565..) I'-0' O.C. (ST-) 0 6 k' & 0 k' PURLINS (MMX- ) 0 II k' PURLINS P. RIB ROOF RAKE TRIM (sm & MAN. RDOF) (2C30BE j ALL LPPURMN•S, PIGGYBACK CANOPY O RAKE EXT., W/SOFFIT .ERECTION DETAILS MMIC BUILDER Teton We6t COTSLPUCCi00. ITC. CUSTOKER Bagley Enterpriaee LOCATION Rexburg. 10 PROJ. NAWF40gi Begley Enterprises 3-15 BLDG. NANE 70XIBOXIS CA9925657-OE-1 JNN B VP BUILDINGS `""° ° VARCO-PRUDEN Po THIS REMINSANIK II4 P FIDFFT10YiNS THE OF eUNFGOINGS. IM fP1. Q QVA IT IS PROVIFEO FOR ERECTING THE BUILDING ANDCSHALLL N0T TF IN ff �If1N EREMCWEMDER OR USED FOR ANI OTHER RFPoSE WITXWT PRIORNRITTENAPPRVLL 6 YP BUILOIN60.THE GENERAL CWIRMTfP ANDIOR EMCTW IS WAL[iY. M0`LRIELY MANSHIPP N ERECTIIIPF MISSI ABUILDING IN RE ERIPYCOEINIiNIS DVk INIlXL AORANIMILL EAPPLICAAE VPERECTION DETAILS Yp LLL INDUSTRY 9TMOAPOS PERTAINING TO ROSTER ERECTION. INauDINO THE INSPECT USE OF TEMPOURY SMEINO. M. x W TAPE MASTIC CONT. (80390) ----_---- --_ PANEL ME ROOF O12-14 x I H ETRVCT F-,�NR (56459) i'-0" O.C. N-14 x I Vi STRUCT. FSNR (55307) (1) PEN PURUN SOFFIT PANEL GAGE ANGLE (GAA1010) 0 6 W URUNS (GABIOTD) 0 B k' & 11 k' URUNS \_V-14 x A' WALL STITCH FSNR (565••) N' TAPE (00390) RPl(E E%i. CHANNEL PURUNS (RECO 8 1P PURLINS (BETHTI -) O II k' PUMINS BUTA307 SOL (2) H DIAMETER A10] BCL15 Y-14 x W WALL O STITCH FSNR (565••) 1'-0' O.C. (RFR10), ATTACH W/—SOFFIT PANEL 12-14 x 1 A' WALL IF... LSVR (564••) SORTT TRIM (565..) I'-0' O.C. (ST-) 0 6 k' & 0 k' PURLINS (MMX- ) 0 II k' PURLINS P. RIB ROOF RAKE TRIM (sm & MAN. RDOF) (2C30BE j ALL LPPURMN•S, PIGGYBACK CANOPY O RAKE EXT., W/SOFFIT .ERECTION DETAILS MMIC BUILDER Teton We6t COTSLPUCCi00. ITC. CUSTOKER Bagley Enterpriaee LOCATION Rexburg. 10 PROJ. NAWF40gi Begley Enterprises 3-15 BLDG. NANE 70XIBOXIS CA9925657-OE-1 JNN B VP BUILDINGS `""° ° VARCO-PRUDEN Po FACE PANEL RIB INSIDE WALL PANEL e 1 N" PANEL RIB CLOSURE (60130) INSIDE CLOSURE 1 1/4' 3/18' x 1/C TME MAI 12-14 x 1 1/4' ROOF FACE Or (60130) .'{ (80380) BOM 9D6 CWOPV STRUCi FSMi (s)4••) WALL PANEL @ I W' rxHe I OF CLO9URE MDTH BEE FSPR PATYERN DfTN1$ F'OR SPACING y y.' PANEL RIB INSIDE W.P. A, QOSURE (601311) Ni x N' TAPE PANEL PIS 6 S TnNR MASTC (80390) INSIDE CONT. BOM 3/16" x i/4' TME TPoM ANgE CLOSURE 7.4SIDES OF W.F. MISTp (80]90) (TA-) (BOI3p) �qSOFFIT �`�ttOSURE CONT. ON BOTH TRIM (SET-) SIDES OF CLOSURE ONLY WRN1/4-14 x 1 1/4' SOfF1i PANEL PANEL RIB OUTSIDE SIRIKi. WALL FSNR i 4 14 x ] 8 1 \EAVE FASCIA CLOSURE (80140) /- / 1 x H' TAPE (EF-) FAVE FASCLA (55307) 1'-0' O.C. ROOF 9RTCH \1 1 TRIM ANGLESTC CONT. (EF_) I 1 INSINL FSNft6 i0 FSNR (576••) I; ; (iA-)O}90) BOMALIGN UNDER 1'-D' O.C. V4-141SOffiT RIBS ASTITCES OF LLOSIIRE 1/4-14 x 7/8" S.S I \ROOF STITCH FSNR. I 1 E.AYE \ OPTIONAL (565•V. -IAL x k" WALL I'-0' O.C. - I Y SOFElVi-14 x k" ROOF STITCH FSNR _ Fq$CW (EI-) L PANEL STITCH FSNR (365••) I'-0" O.C.(576•) 1'-0" O.C. 12-14x 1 1/4' WALL H E EXT. 12-14 x 1 1/4' I EL RIB OUTSIDE TRIITIIRAL FSNR L- `SOfiIT WALL STRUCT EAVE (80140) UREP-0" O.0 PANEL F41R (564••) (ET-) PANEL RIB V-0' O.C. I �� - 1/4-14 x I I/O WALLPANEL RIB FASCIA RETAINER WALL PANEL--SOFFR FAVE TRIM (SET-) 13 5TRLOT FSNR (55307) (RFR-) ONLY W/SOFFIT FASCM 1-'�� 1'-0. O.C. INSTALL WALL PANEL FASCIA RETAINER RETAINER FSNRS TO ALIGN (FFRIO) 1/4-14 x 7/8" WALL (RFRIO)- UNDER SOFFIT RIBS PANEL RIB W EAVE FASCIA RC3181 I PANEi PANEL RIB WALL I PARTIAL =:T[vt -fdA3M N• x Y A307 BOLTS (49050) 4 PER HEADER fi""ORB"" DOOR HEADER - 6 "" ORS B" I EQUAL 3' E( A I I T 6 OR B N' )PINING /\ JAMB, SINGLE - b O M1uGHT A SECTION A -A HEADER TO JAMB 20D9 ANY. H= -DER, ANY SINGLE JAMB MOrt: SDBSTIMR a' as 4Jzs eels m uEv OF A307 AT EACH MO 0' FNH({ BRACE "S (SFR-) MR MS 4¢E ltO, M OpIS IS' . 1" A307 BOLTS (49050) 2 PER END OF PURUN LAP n' A307 BOLTS NOTE: A325 BOLA MAY BE .RECURRED. USE A32 A BOLTS AT LOCATIONS B A DESIGNATED BY * O A ON ROOF PIAN. NAT BTFLANGE BRACE (FB-) OR (S•B-) PURLIN CONN. AT INTERIOR FRAME RS01A2 PURLIN CONN. TC 6 V1" OR 8 VA' CONTINUOUS PURLINS W/O CLIP 6 lh" OR 814" CONT. OR Wm d uNM NOTCHED RIB WALL $TTGN FSNR (565••) 1/4-14 x 7/8" WALL O.C. STITCH FSNR (565•") A' "-0. O.C. ROOF W/ SAVE F15SCIA RC3184 PANEL RIB ROOF W EAVE FASCIA FRC -31-6-61 PANEL RIB W EAVE TRIAD RC33Bi PANEL RIE OR V -RIB WALL AT RAKE EX?ENSIGN I EAVE CANOPY F-, NOT- '( 1F or'L1F PANEL RIB WALL PANZ E!iCLi.P n3n• snN PANEL RIB NA{8E5 / CAP SHEET RAKE FASCIA / (R-) (RKF-)1 f -PANEL RIB /RAKEF0. UER PRF PRF- RIDGE PURLIN RINE PANEL RIB ROOF RC33B8 PANEL RIB ROOF RC3481 NOTCHED '':\NEL RIB WALL RIDGE CAP ENDLAP RIDS 6APN o(89 'A' . I "" A307 BOLA, NOTE: A326 BOLTS MAY BE REQUIRED. USE A325 BOLTS AT LOCATIONS I N' DESIGNATED BY * FSNR ON ROOF PLAN., W/ 4 POP RIVETS (55265) r EAVE ASSEMBLY (EA-) / ATTACH W/ 6 RARE FASCIA TO UP UNDER PEA( CAP MIN 3' APPLY 3/16' x 1/4" TAPE MASTIC (80390) UNDER PoB CAP PM(E RIB OP INC-) APPLY 3/16' K MI (80390) THIS EDGE OF i N Ul AWAY i... 00) AREA //,♦L \ ATTALN (SPC-) TO POP PAklS 45' BOLTS. (552fi5) 1 0 METAL PEAK S MAY RAKE ANGLE '.OTG1 DETAIL E A325 REFER TO RC30u FOR COMPLETE A -A N' PURLINS INS RAKE FASCIA (RKAB 8 RC3BA2 RAKE FASCIA RC3aCa EAVE-SSEMeLV (RKAUIt) O 11 MEAL PEAT( CAP ATTACHMENT (P -RIB ROOF) PURLINS a P6YM R Pvnn� l� fit, X�\N drone ENOWALL (I) N-14 x 1 KV WALL STRUCT FSNR (55307) PER PURLIN ONE PIECE PURLIN ROOF EXT. FR—SO-2E-111 RAKE CHANNEL TO PURLIN SM. PR ROOF RS10A1 55i y" OR 8 Vi" SIMPLE OR CONTINUOUS W/O CUP 6 19", 8 )5" & 11 V2" PURLINS W/SHEETED ENDWALL ..7. 111 m RW/-• THISORAYIN£ INCIUMING THE INMNMLION HEREIN, WSKAIAS THE PROPERTY W W BUILOINGS, MC. n IT IS PROWICED FOR ERECTING THE BUILDING DESCRIBED IN THE IPP ICASLE PURCHASE ORDER DYI SOU NOT SE MODIFIED. REPROGUCED, 0i USED FOR ANY OTHER PU&CN WIT. PRIOR MITTEN APPROVAL OF W WILDING9. THE GENERAL CWTMCTOR AWO/N ERECTOR IS SOLELY RESPDNS1O.E FOR ACCURATE. GOOD QUALITY, MNMMANSHIP IN ERECTING THIS BUILOING IN C0.VFORMAHRCE MIS REEIENEWITH TRIS DRAWING. DETAILS WFIRELT`IIOM DETAILSMALL IMOD.PMIDAeLQ STANDDPERTAINING PECTEOFPOPAR PROPER I MVN INCLUING TECOPTMSBRACINIi. PURLIN CUP EAW "' x 1 R' A325 (EPC2) WEIDED ^ 40PER CLTS O NBECTION (EPLI) BOLTED IZC 1 JCP052O50 ® EPC2 B CP052050 HAUNCH MEMBER WELDED LOW EAVE PURLIN INT. FRAME RS11A1 6 112" ORN8 64" PURLINS (O.S. GIRTS) ERECTION DETAILS OESC BURGER TetOn West COOetrUCt IDB, Ino CUSTOMER Ba91.1 EnterpMeee LOCATION Rexburg, ID PROs' HAWS4091Bagley Enterprises 3-16 BUN. NAME 70x180%18 CAS925657-OE-1 D. D0.4WN VP BUILDINGS CH(D. VARCO-PRUOEN PB � TRIM ANGLE BOLTS. (TA10) 0 S S MAY RAKE ANGLE - E A325 REFER TO RC30u FOR COMPLETE 0 5 N' PURLINS INS DETAIL DETAIL (RKAB 8 "" " PURLINS '$ (RKAUIt) O 11 V4 PURLINS a l� fit, X�\N O e u `a e 6 EFRAME IL (I) N-14 x 1 KV WALL STRUCT FSNR (55307) PER PURLIN ONE PIECE PURLIN ROOF EXT. FR—SO-2E-111 RAKE CHANNEL TO PURLIN SM. PR ROOF RS10A1 55i y" OR 8 Vi" SIMPLE OR CONTINUOUS W/O CUP 6 19", 8 )5" & 11 V2" PURLINS W/SHEETED ENDWALL ..7. 111 m RW/-• THISORAYIN£ INCIUMING THE INMNMLION HEREIN, WSKAIAS THE PROPERTY W W BUILOINGS, MC. n IT IS PROWICED FOR ERECTING THE BUILDING DESCRIBED IN THE IPP ICASLE PURCHASE ORDER DYI SOU NOT SE MODIFIED. REPROGUCED, 0i USED FOR ANY OTHER PU&CN WIT. PRIOR MITTEN APPROVAL OF W WILDING9. THE GENERAL CWTMCTOR AWO/N ERECTOR IS SOLELY RESPDNS1O.E FOR ACCURATE. GOOD QUALITY, MNMMANSHIP IN ERECTING THIS BUILOING IN C0.VFORMAHRCE MIS REEIENEWITH TRIS DRAWING. DETAILS WFIRELT`IIOM DETAILSMALL IMOD.PMIDAeLQ STANDDPERTAINING PECTEOFPOPAR PROPER I MVN INCLUING TECOPTMSBRACINIi. PURLIN CUP EAW "' x 1 R' A325 (EPC2) WEIDED ^ 40PER CLTS O NBECTION (EPLI) BOLTED IZC 1 JCP052O50 ® EPC2 B CP052050 HAUNCH MEMBER WELDED LOW EAVE PURLIN INT. FRAME RS11A1 6 112" ORN8 64" PURLINS (O.S. GIRTS) ERECTION DETAILS OESC BURGER TetOn West COOetrUCt IDB, Ino CUSTOMER Ba91.1 EnterpMeee LOCATION Rexburg, ID PROs' HAWS4091Bagley Enterprises 3-16 BUN. NAME 70x180%18 CAS925657-OE-1 D. D0.4WN VP BUILDINGS CH(D. VARCO-PRUOEN PB � RAKE BE I H" x 1 N' A325 BOLTS (49080) 2 PER CONNECTION UNLESS NOTED— STANDARD LOW EALE PURUN 12-t4<1'.: WALL STRUC.i FSNR (564, 1 2 PER FOOT EXTENDED LINER TRIM (NLT-) — 1/4-14x 7 /8' WALL STITCH FSNR (565") 1 PER FOOT PAN PANEL RIB OUT510E CLOSURE (80140) - PANEL RE WALL PANEL OUTSIDE CORNER FEASHIND (CT-) CBAI BG1, BC2 OR BGS N'W MR(5 FSN(565..) AND 1 PER GF 2 MRS REOT IXCFIDS 6'-0' NOTE: A CONC. MR. MUST BE LOCATED LESS TNN4 8" FROM EACH END OF THE 12-14 x I N' BASE MEMBER. WALL STRUCT FSNR (564..) 2 PER FOOT - BASE ANGLE (BAN) SHOWN. MAY BE BASE GIRT (BCI. BG2. OR SG]). OR /COONCEA ED SASE (CBA) FINISH FLOOR OF //—CU BOWALLL --- 112-14 x 1 N' WALL STRUCT SNR (564..) 2 PER FOOT - 24' O.C. (NOT BY V.P.) OR MEMBER MEMBER E9QSM - Q OF Awl Ai -- d0 OF funQE SBACE FACE OF ROOF IXTENSEW, BAER HOTOL ANL Fao BLCR CK V -I4 Y I Y' WALL PANE! ' PREYFN} MCYIMC NTVAC STRUCT. MR.1 BOTTOM OF Is, ROOF PURUN (55307) ROOF SHEET e 2 / FOOT ATTACH TO EAVE, STANDARD N' _ _ _ __ BASE AND GIRT CLEARANCE O MEMBER MEMBERS BETWEEN ROOF �SFB 9Y A( MEMBER 11111 ANO WALL W.P. A PANEL AT 8.1- FLOOR _T PlTBC INSUTATON 1/4-14 v 1 1/4' OT(49050 - NDARD STA12-14 STRUCT FSNR EAVE 2 PER FURLIN IA' PANEL-- � STRUCT„ FSNR AT R' O.C. 12-t4<1'.: WALL STRUC.i FSNR (564, 1 2 PER FOOT EXTENDED LINER TRIM (NLT-) — 1/4-14x 7 /8' WALL STITCH FSNR (565") 1 PER FOOT PAN PANEL RIB OUT510E CLOSURE (80140) - PANEL RE WALL PANEL OUTSIDE CORNER FEASHIND (CT-) CBAI BG1, BC2 OR BGS N'W MR(5 FSN(565..) AND 1 PER GF 2 MRS REOT IXCFIDS 6'-0' NOTE: A CONC. MR. MUST BE LOCATED LESS TNN4 8" FROM EACH END OF THE 12-14 x I N' BASE MEMBER. WALL STRUCT FSNR (564..) 2 PER FOOT - BASE ANGLE (BAN) SHOWN. MAY BE BASE GIRT (BCI. BG2. OR SG]). OR /COONCEA ED SASE (CBA) FINISH FLOOR OF //—CU BOWALLL --- 112-14 x 1 N' WALL STRUCT SNR (564..) 2 PER FOOT - 24' O.C. (NOT BY V.P.) OR MEMBER MEMBER E9QSM Q DOOR FLASHING PANEL RIB WALL MEL SECTION A -A PANEL RIB 12-14 x 1 1/C WALL PANEL PANEL WALL STRUCT RIB FSNR (564") WALL 1'-0' O.C. 12-14 v I t/4 INSTALL INSULATOR SEPAEEN GAC1M AND WALL PANELS EL RIB WALL AT EAVE____LwcjjP.jj WALL PANEL AT RAKE EXTENSION C12A OUTSIDE CORNER TRIM(DIAPHRAGM WALLS) WC1gA1 JAMB TRIM AT OVERHEAD DOOR WC24A1 STANDARD EAVE PURLIN PANEL RIB WALL WITH SOFFIT (ALL ROOFS) PANEL RiB WALL PANEL RIB WALL n1n. ._ _ m/nWA .e,..�,. . ",...... ! AP .NSULATON Q RAKE CHANNEL OR OF Awl Ai -- d0 OF funQE SBACE FMO.E ON AND ATTACH RAKE AEE WLL VARY, SEE RBIO.. BAER HOTOL ANL Fao BLCR CK O 12-14 x 1 N' ' PREYFN} MCYIMC NTVAC WALL STRUCT Is, FSNR (564••) A307 BO -IS I -z 2 / FOOT TYPICAL U.N. ONE AT EACH EMBER 1 MEMBER SIDE OF RIB O MEMBER Q DOOR FLASHING PANEL RIB WALL MEL SECTION A -A PANEL RIB 12-14 x 1 1/C WALL PANEL PANEL WALL STRUCT RIB FSNR (564") WALL 1'-0' O.C. 12-14 v I t/4 INSTALL INSULATOR SEPAEEN GAC1M AND WALL PANELS EL RIB WALL AT EAVE____LwcjjP.jj WALL PANEL AT RAKE EXTENSION C12A OUTSIDE CORNER TRIM(DIAPHRAGM WALLS) WC1gA1 JAMB TRIM AT OVERHEAD DOOR WC24A1 STANDARD EAVE PURLIN PANEL RIB WALL WITH SOFFIT (ALL ROOFS) PANEL RiB WALL PANEL RIB WALL n1n. ._ _ m/nWA .e,..�,. . ",...... ! AP .NSULATON NOr[ SLBSONM N' GA .J S 1175 e. VEL J`F_R EAVE MEMBER OF Awl Ai -- d0 OF funQE SBACE FMO.E ON AND ATTACH ANON I"-) SPACES /RE REWWEC BAER HOTOL ANL Fao BLCR CK PLEB INSULATION ro ' PREYFN} MCYIMC NTVAC Is, - _- A307 BO -IS I -z (49054) TYPICAL U.N. NA`'E BASE EMBER 1 MEMBER SPACE MEMBER FE -))OP - �SFB 9Y A( MEMBER 11111 11111 A FISH FLOOR _T PlTBC INSUTATON SE OT(49050 - SECTION A -A SEE BASIC ERECTON Cuts FEW ADDIRENAL DETAE9 I NOTE SI MTUTE W' DA AA25 BOLn W LIEU CE VO] Al EACH ENO OF FLANGE BFACE k- x 1' A307 BOLTS ned 1ve-) eRMES ARE RE.FEo (49050) 4 PER CUP FLANGE BRACE (FB -1 OR OF FRAME 1 N' Ab] BOLTS N Y i4) 2 PER CLW BOLT THP. N' x " A307 BELTS 1' A307 BOLTS ?9050) 2 ^'" ^••^ 50) 4 PER CLIP GIRT CUP (GC4) MAY BE SHOP WELDED (GCI) A � Y�Y � Ey45 BOLR JM J Q OP FRAME JMp0,5\ `H" x 1 N' ANI] B0.T9 9 (49054) 2 PEO CLID N" Y 1 H" BOLTS (49054) 2 IT CUP (CCS) BE SHOP kD (GC2) WALL PANEL ION DRAWINGS) }14 v 1 1/4' WALL STRUCT FSNR (586..) / l'-0- O.C. � DOOR FVSwNG A DOOR HEADER WALL TRIM AT DOOR HEAD FW -C2 -4A2] OVERHEAD DOOR OPENING L ,A,u . A",n N' x 1' A307 BOLTS (49050) 2 PER CUP S N' x 1 N' (49054) 2 GIRT CLIP (GCS) MAY BE SHOP WELDED (OC2) NSULATASE DETAI WC32A1 GIRT CONN. AT SIDEWALL COLUMN W501A1 GIRT CONN. AT SIDEWALL COLUMN WSOIA2 GIRT CONN. AT ENDWALL ENDPOST WS0361 GIRT CONN. AT ENDWALL ENDPOST WS0382 EAVE AND BASE Gt fim q° & 8 VR° OUTSET CEE GIRTS 6 65" & 8 LY' OUTSET SIMPLE ZEE GIRTS 8 'A' INSET CEE GIRTS 6 Y4" INSET ZEE GIRTS ..m / n1 n .,,1 71 8925 THIS DRAWING INCLUDING THE 11FOINATION WERE. REMAINS THE PROPERTY IF MA BUILDINGS. JIM IT 19 PROVIDED FOR ERECTING THE BUILDING DISMISS) IN THE APPLICAGl£ RAOMSE OR.ER AND SMALL HOT BE MLOVIEQ IEP%G,WEO. %Mo FOR ANY UNFIT PJWSE xINKUT RMM1 MRITTEN APPROVAL OF P WILD14S THE GENERAL CORR1Cip1 Ap/QI ERECTOR IS SOLELY RESPONSIBLE FW ACCIPAi� OOOO "A.ITY. MOMIMNSHIP tN FIECTIMS LNIS BUILOIW IN CCNFORNANLE WITH TN19 fNM{N5. DETAILS REFERENCED IN THIS WMING• ALL APKIUdE K' ERECTION DETAILS AMRLLL 11pU5TRY STANDARDS PERTAINING TO P" E%CTIM INCLUDING THE CORRECT USE W TEMPORARY B ING. ERECTION DETAILS OESC BUILDER Teton West Construction. Inc. CUSTOMER Bagley Enterer lses LLOATION Rexburg, ED FROJ. NAME4091 Begley EnterPrlses 3-15 SLOW. NAVE ]Oxt80x 1B CA9925557-11E-1' 04/t. MrW VP BUILDINGS O"0 BY VARCO-PRUDEN � FEW LOCATE AND DRILL (2) "i DIA HOLES IN ENO FRAME FOR BOLTS INSET ENDWALL ORT H'xt' A313 BD n (490 ) 2 PER 2 PER CLIP GABLE _IRT CUP \ (GC12-) O 8 H• GIRTS (GM`, O 6 H' DRTS GABLE CONN. TO RAKE 6 Vz" ac8 V2" INSET ZEE GIRTS mni A 8 H"OR 8 H' 1'T JAMB, LE SING OR DOUBLELE A FRAMED OPENING ) ( I 24x1 H' JCT R 6101 R AMB ( JAMB)) ERNATI TACK WELD) L —3 O Sm 4' SECTION A—A a RARE BEAM WHI CLIP (GCB) MAY BE SHIP 1/2- x 1 1/2' A01 BOLTS (490.54) BOLTED GIRT CUP (W4) MAY BE SHOP GIRT CUP WELDED (GC) 2 PER CUP WELDED (GCI) MAY BE 5 weLOBD (I 1/2' x I' AOJ 8 1/2' 1/2' x 1 1/2' M07 BOLTS (49050) ENDWALL BOLTS (49054) 2 PER CU GIRT 2 PER CUP 'A3 x 1 8 1/2' INSET AO) BOLTS LT 1/2"x 1' A ENDWLL (19054) BOLT BOLTS (49050)50) GIRT 2 PER CUP 2 PER CLIP • A 6 1/2' OR 8 1/2' x 1 1/4 SIDEWALL GIRT STRICT STRICT MR 5307) 3PER 3 PER ANGLE �. Cpt 1/2' x I' AT07 �' q,� �a> °JPr 1/4-14 x 1 1/4'° SIA BOLTS (45050) 0q. OFprhry STRUCT FSNR 2 PER CLIP �/ A 1I� FRAME (55307 ANGLE KE / @ 3 PER J BEAM a JAMB BASE CUP BCI) O 8 H' JAMB JBC2) O 6 H' JAMB ANCHOR BOLTS ETE MR D.C. Y VP.) MEMBER GIRT FILLER CORNER POST ANGLE (GPA-) GIRT C019N. AT CORNER POSTWS1082 G 8 1j2" INSET GIRT AT EW, ANY GIRT AT SW g n�man m,c.,MA SECTION A—A JAMBBASE ATTACHMENT WS20A8.GIRT TO JAMB WS20D1 OR - JAMB 8 W' CEE GIRT, 8 14" JAMB m I EAR OR (9GJ) FIELD NOTCH BASE GIRT TO CLEAR COLUMN BASE 9G\0 g 4• ± O ® 0pJ 5 8 g.0 e�� h ° B z a 1/2' x 1 1/2' A07 BOLTS (49054) 2 PER CUP 1/2' x 1' A07 5 H' OR 8 N• BOLTS (49050) CEE GIRT 2 PER CUP GIRT FILLER ANGLE INSET GIRT AT By, ANY OUTSET GIRT AT SW GIMMA B SII ROx 1' OL BOLTS (4905090$0 ) A 2 PER 8 H• DRT I II I I HELP LCGR MO MLL (2) Mo - DIAMETER MREES N FEE GRT TO ATTACH J.WB ELEVATION B %" OR B H' ZEE QRT— MITMi / ; I / §f � A I 8 N' @ q � j n a H' �J A \\ 1� B2 J N A 8 H' JAMB, { I H' JAMB. FRAMEM �. _ BfNGLE OR 3 W A SINGLE OR —TM DOUBLE DOUBLE I SECTION A—A SECTION A—A 10E2 JAMB TO GIRT WS20A1 JAM3 TO GIRT WS20A2 8 V2" JAMB, ANY GEE GIRT d 65" JAMB, ANY ZEE GIRT m w comm „„•„, , .,,•,,, 3 H• TII n• � @ I�I j I � J 10 J— I 10 ZEE GIRT — SECTION A—A GIRT TO JAMB WS20D2 I 8 V2" ZEE GIRT, 8 ''A" JAMB 'G H' x 1' A07 g N CS �BOLTB (49050) 2 PER CUP GIRT CUP (GG4) M SHOP WELDED 8 H' JAMB, SINGE OR DOUBLE *i'7 Tc.1a BTW CScoC) �-C�i �o� i PA1�EL J LTA -TF r► H !Zu-r51v� u.o�rt.� ( SO 140) H' x I Is' A317 a BOLTS (+9054) H/ AZ7G,®�G MNi 2 PER CUP ss o2s s oGS.dens +c �F'ly ��FO y�� a• o�Fr 7 _l A30J BOLTS (4A .7 8 Fn5 q V CONCRETE FASTENER 4 PER CLIP--� T t O 8 3 2 1z 48' 0.C. (NOT BY V.P.) V J BASE GIRT AT COLUMN 27A2 BASE GIRT AT CORNER COLUMN W527C2 JAMB TO COLUMN CONNECTION WS21A4 4', G Y2" AND 8 Yh" BASE GIRT 4", 6 Ve" AND 8 W BASE GIRT 8 'h' OUTSET GIRTS, 8,.s 'A" JAMB Ayx4 m,Nn> N,N 1X18 D41xIxe cN11DIXe TE IWONATION X M FER>IM8 THE b116FRI C/ W BUILDINGS. INC. IT ISPROVIDED FOR VICTIM THE BUILDING CE8@ABED IN THE APPLICABLE PURCHASE ORDER AND ILL NDT GE NGDIFIED. REPRCVUCED. OR U.B. FGR ANV GiHER WgpG3E XITXgIT PRIOR WITTEN APPRIVAL OF VP BUILDINGS. THE 4ENERIL CGITHMCTO" AW/GR ERECLGR I9 $HELY RESPONSI0.E FM ACC.ATE. G00. DUALITY. XGeXHANSXIP IX ERECTING ANIS BUILDING IX fANFORVANL£ XITX iM19 DRAXIHG. OEI L9 REFERENCED IN THIS MAMIMO. ALL APPLICABLE W ERECTION DETAILS AM ALL INDUSTRY aTANMWS PERTAINING TO PROPER ERECTION. CLWITHE E CORRECT USE OF TEW G INARY hGACING. ERECTION DETAILS GUILDER M.T82Gn We3C LOn9trULt lOn. ITIC CVBTONER Bagley Enterpr/se. LOCATION Rexburg, IO PAOJ. MAN, 4091 Bagley Enterprises 3-15 .LOO. ROME 70x IBOx I8 VP BUILDINGS VARCO—PRUDEN THIS GRAWING. INQIEING THE IIEOaUTION HEREON, PENA[We THE PROPERTY rF W WIWINSS. INC. ERECTION DETAILS MZ5B57-OE-1 RAKE EXTENSION CHANNEL REy OATF Gv CE9C PIGGYBACK CANOPY BEAM N' x S. n' A325 BOLTS (49090) 1 11 8• I.s AH, SN" Fpl ANY OTHER 1m. . NI1X011T PRIOfl OW SXALL HOT BE %COIFIED. /EPW THWT WITTEN APRIOYAL OF YP WILOINGE. NE GENERAL CONTRACTOR 4W/Cq ERECT. I5 4 MY rESPONSID.E FOI AGNATE GOCU QUALITY, NWNNANSHIP IN ERECTING THIS WILGING IN CONFORMANCE WITH THIS CRANING. DETAILS (REQ-) AT 8 N' WRUNS (RBC-) AT 8 H• PUflUNY (PBCX) PIGGYBACK CANOPY BEAM (PBCX) P PER CONNECTION Q4. HELD LOCATE AND OOR LUNE 4091 Bagley Enterprises 3-15 REFERENCEO IN THIS GMWING. ALL APPLICA8LEPWA1. YP ERECTION MTAILS Aro AL IO.STRv INCLIJGIWI.VB TTHHETCOECTT OSE W RiEIVHOWARY 9RACIIW. yARCO-PRUOEN %I' DIA HOLES FOR &DG. NONE %I 70%100B N' a I' A]OT QU Z 7 _ A MIS H 1 N' PER P (1905{) Z PER CUP BOLTS (49050) 1 PER PURUN i 3 w SANE EAWPURL SECTION A -A eEAw I A RCC£ EXIp19M! IR EAVE PURLIN I 1 1 ® A BOLTS a,x ® GIRT CLP I �L EIOW PURUN EAYE PURUN i2 t PER ttP HELD �.___i -_ I hN4 �-� h' x I N' A325 BOLTS (49080) BOLT �' A p I p ! A CANOPY \/ EASE PURUN / CANOPY 4 PER BEAM ___ NOTE: MEN INSTAWNG ROOF PANEL B N' OR 8 N1 A NOTE. MEN INSTALLING ROOF PANEL O O STRUCURAL FASTENERS, AVOID EAVE GIRL A V/ STRUCURAL FASTENERS, AVOID FA.IENING THRU PIGGYBACK SECTION A -A FASTENING THRU PIGGYBACK SECTION CANOPY BEAMS. CANOPY BEAMS. A -A ,i, PIG013ACK CANOPY FRAMING RS10D3 EAVE PURLIN TO P.B. CANOPY BM RS11A4 EAVE PURLIN TO P.B. CANOPY BM RS11A5 AH`.1� 4 EAVE GIRT CONN. AT RAKE BEAM WS3OB2 RAKE-Sv EAVE EXTENSION CHANNEi 6 45" & 8 '/J" 6 VY' OR 8 W PURLINS (INTERIOR FIRM) 6 VR" OR 8 VE" PURLINS (EAVE PURLIN 0 B.L.) ZEE GIRT RHPIM upsps _.. Rmm A nMM THIS GRAWING. INQIEING THE IIEOaUTION HEREON, PENA[We THE PROPERTY rF W WIWINSS. INC. ERECTION DETAILS MZ5B57-OE-1 IT IS PROYIGEO HIS ERECTING THE WILD He DESCRIBES IN THE AWLICAWE PURCHASE OROSA REy OATF Gv CE9C MIME T1t00 HBBt COGBtrUCtion, Inc. GATUq/Iq/9g AH, SN" Fpl ANY OTHER 1m. . NI1X011T PRIOfl OW SXALL HOT BE %COIFIED. /EPW THWT WITTEN APRIOYAL OF YP WILOINGE. NE GENERAL CONTRACTOR 4W/Cq ERECT. I5 4 MY rESPONSID.E FOI AGNATE GOCU QUALITY, NWNNANSHIP IN ERECTING THIS WILGING IN CONFORMANCE WITH THIS CRANING. DETAILS VP BUILDINGS CVSTp1ER Bagley ERCBrOrl5BB p,SANN BY J LOCATION Bexbur g• IB CiM`D. BY LUNE 4091 Bagley Enterprises 3-15 REFERENCEO IN THIS GMWING. ALL APPLICA8LEPWA1. YP ERECTION MTAILS Aro AL IO.STRv INCLIJGIWI.VB TTHHETCOECTT OSE W RiEIVHOWARY 9RACIIW. yARCO-PRUOEN 6CALE &DG. NONE %I 70%100B QU Z 7