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HomeMy WebLinkAboutPLANS 4 - 99-00016 - Bagley Enterprises - New WarehouseGENERAL NOTES 1. MATERIALS ASTM DESIGNATION STRUCTURAL STEEL PLATE A529 OR A572 OR A570 OR A607 GRADE 50 COLD FORMED LIGHT GAGE SHAPES A570 OR A607 GRADE 55 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 PBOLTS A307 AND A325 A307, UNLESS NOTED VPBUILDINGS 2. STRUCTURAL PRIMER SHOP PRIMER PAINT IS A RUST INHIBITIVE PRIMER AND IS VP BUILDINGS COLOR BRONZE. V A R C O - P R U D E N 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. >STANDING o-cortRPCL STRUCTURAL BOLTS SHALL BE TIGHTENED BY THE TURN-OF-THE-NUT METHOD IN ACCORDANCE WITH THE x-wrsRC— EuNINTH EDITION, AISC "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A}25 OR A490 BOLTS'. o,N Uu�o °' °' vPfKE PER SECTION 8D.1, A325 BOLTS MAY BE INSTALLED WITHOUT WASHERS WHEN TIGHTENED BY THE ,/,,1p• ^^' v a/;e'TURN-OF-THE-NUT METHOD. surPri ,rye- ,Ke/•' �'ALL HIGH STRENGTH BOLTS, EXCEPT AS NOTED OTHERWISE, ARE SUBJECT TO DIRECT TENSION AND . �� M. M MAY REQUIRE INSPECTUDN-S DEFINED BY THE APPLICABLE BUILDING CODE OR STANDARD. IT IS THE poor PNSn RESPONSIBILITY OF THE ERECTOR TO ASSURE PROPER TIGHTNESS. ROOF PANELS (S$ PANEL RIB ROOF d: WALL PANELS (PR) VEE RIB WALL PANELS (VR). SPAN LOC WALL PANELS (SL) 4. BUILDER / CONTRACTOR RESPONSIBILITIES VP BUILDING$ STANDARD PRODUCT SPECIFICATIONS APPLY AND UNLESS STIPULATED OTHERWISE IN THE XG;8iRTS CONTRACT DOCUMENTS, VP BUILDINGS DESIGN, FABRICATION, QUALITY CRITERIA STANDARDS AND TOLERANCES WILL GOVERN THE WORK. (A VP BUILDINGS SPECIFICATION BOOKLET IS AVAILABLE UPON REQUEST) - 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 FEDERAL AGENCIES, AS REQUIRED, NOTES APPROVAL OF VP BUILDINGS DRAWINGS CONSTITUTES THE BUILDER / CONTRACTOR'S ACCEPTANCE OF THE VP BUILDINGS INTERPRETATION OF THE CONTRACT PURCHASE 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 CHANCES MAY CAUSE THE PROJECT TO BE MOVED FROM THE 2 112- 7 /2- FABRICATION AND / OR SHIPPING SCHEDULE. A PENALTY FEE MAY BE CHARGED IF THE PROJECT MUST BE I 1) This project has not been designed to resist any collateral dead weightsuch as MOVED FROM THE FABRICATION AND / OR SHIPPING SCHEDULE. AS LONG AS VP BUILDINGS DESIGN AND sprinklers, lights, etc. Contact VP Buildings prior t0 installing such material. DETAILING APPROACH COMPLIES WITH THE PURCHASE ORDER. THE BUILDER / CONTRACTOR OR A/E FIRM ARE RESPONSIBLE FOR THE OVERALL PROJECT CONDITION. 2) Shimming may be required at splices in order to bring adjacent frame rafters into ALL INTERFACE AND COMPATIBILITY CONCERNING ANY MATERIALS NOT FURNISHED BY VP BUILDINGS ARE LIR alignment.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 3) NBVP = Not By Varco Pruden PURCHASE ORDER, VP BUILDINGS ASSUMPTIONS WILL GOVERN. ' I THE BUILDER / CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL OTHER PROJECT PLANS AND SPECIFICATIONS 4) This building has been designed utilizing the diaphragm shear strength of the Panel F---H COMPLY WITH THE APPLICABLE REQUIREMENTS OF ANY GOVERNING BUILDING AUTHORITY. SUPPLYING 2 1/2 2 1/2- Rib endwall sheeting as part of the lateral load resisting System for Frame Lines 1 and 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 8 1/2" GIRTS / PURLINS 6. Removal of wall sheets or segments thereof is prohibited without the consent of 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 VP Buildings, Inc. ALL REQUIREMENTS OF THE PURCHASE ORDER. I 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 RESPON OF THE ERECTOR TO DETERMINE, FURNISH, AND INSTALL. Y s- -. \ 01R uP 5. VP BUILDINGS IS AN APPROVED FABRICATOR WITH THE FOL IN 14• CERTIFICATIONS: ICBG FA-240 '11 '11�1�� ASO MB CERTIFIED I CITY OF LOS ANGELES TYPE 1 FABRICATOR 1 L7` �_� _ Cltt OF SEATTLE a >i(p fj2� �� '�•, 3 1/2' 1 CANADIAN WELDING BUREAU DIVISION 1 CERTIFICATION G aq (nom y�C ut 11 1/2" PURLINS $'� �'�'/ / ,TCe 14" PURLINS _ an 45 1.27 s"IB•ty Pri. P I-3 - -- _ __ Building Code: 97UBC REVISION HISTORY THIS NSDRANNO".. INNIERTI ER INPoRWigN HEREON, n He `B' '-- -'- - - - L2ve Ltl (W/Tr ib Betll 20.0 pst aEvvxs EXE PROPERIv or�suuxxcs. COVER SHEET CA99027650-002 CA9926 70-01-0E-1 DRAWINGS DATE Coll. to (gravoty): 0.0 psi 1 ;s PRpnpED SOLELY FOR VOCIWG ME ¢04px 5R DESCRIPTION Call. to (uplift): 0.0 psi DESCRIBED W ,NE MPLG E PURCHASE ORDER pvJ LRo OR wind Speed: 60.0 mph GHPLL or BE ODInED REPRODUCED OR USED rm IetOn West Construction, Inc. 07/15/99 �- LATEST SET VOIDS Mn DRER PW SU MM'J r PRIOR MREX OMCR Grow Exp. Cat-: C MPROvk oPw eu;Laxrs. Ricks College 10'42 Ground ow 50.0 p5f Ii GENEIUL C DMFOR MO ALL PREVIOUS PLANS Raaf END S.D DUB` OR xppOpx,E, Mi ERECTOR INOROmmSHIP �`"" Rexburg . IO � � • 'D REBGOxSIBIE . Snow Exp. Cat.: 3 ;H ERELCINC ms emm NG I COWgilµYl'E w;m rxls $e lemic zone: 3 DPA"M uD31-E BUNDIHIS IN IAR= PRa L VP BUILDING$ / ��� µL MPL;LMLE IN B`ROS PE ERECTOR DUDES. �il�`Y' R2ck9 College VH Storage p Auxiliary Us¢ Ca[.: 4 MOONS SIMDNNS CORRECT RECTUfi PRYER -- - - -'-- -- ' _" - -- - Auxiliary Laatls NONE wwRi X. IXcwoxG INE caaEcr USE Or IEUPOPMr aza. x.0 VARCO-PRVDEN avclxG. 60z S SOz 16 lei m ral 1 O 20 0"am, 20' -Ob 3 samso20 nn 20'-0" WB D2 D7 D9 Dll D13 D5 I I I I I I I I I I I I D3 D6 I I I I I I I I I I I I D3 D6 I I I I I I I t I I I I D1 D8 D10 D12 D14 D4 NAl � �9 5 Q u ,J A4 . \,A � yels� FOR CONSTRUCTION 12 1' -6" X- = Framed apet7l7y Wldih 6" Finished Floor Elevation = 100'-01' (Unless Otherwise Noted) On: f 1lesry Projky: 29297 Bldg: i Plane: i This Crewing is styles only as to the Components furnished by VP Buildings 1. 2. 3, 9. CONCRETE, GROOT, 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 (FY = 36 KSI) . ANCHOR BOLT LENGTH AND METHOD OF TRANSFERRING FORCES FROM ANCHOR BOLTS TO FOOTINGS ARE TO BE DETERMINED BY OTHERS. DESIGN LOADS AND REACTIONS ARE PURNISHED ON OTHER DOCUMENTS. FOUNDATION MUST BE LEVEL, SQUARE, AND SMOOTH. ANCHOR BOLTS MUST HH ACCURATELY PLACED AS SHOWN ON THIS DRAWING OR STEEL WILL NOT FIT. Building Code: Live Ld(W/Trib Red) Coll. Ld (gravity) : Coll. Ld (uplift) : Wind Speed: Wind Ex Cat.: Ground Snow: S Roof Snow: Snow Exp. Cat.: poo Seismic Zone: Building Use Cat.: Auxi liar Lost 97UBC 20.0 psf 0.0 psf 0.0 Ps f 80.0 mpA C 50.0 psf 35.0 Psi 3 3 4 NONE ynis oreainq, incl Olnq me tnmrnenon nevem. renal ns the property of yP tut la ings. it is provided Thr Erecting the B"il 994 descneeo m the egolicame Purchase ager end shell not he mgaiyieC. reproduced r uzea for any other purpose "trout prior Rritten APProral of vp Builothpz. The G eI gpntracp end/ar Ere[tpr s rG%J .TIr.hl°error ccur+tem good c �+ im+n nip .n ewe in tors Xq Sar, nn tR{Ri+ Dre+in @ c.t its ie�+ental 1 1 pf vP �uild.n s �� c i n oeee.i6 end '4T Ino siry st.nardY riei i to S" -Ur Ion!clnq�udm9 �ne cpRreIt +a Anchor Bolt GggTE a CA99027650-002 CA9 doe e 26570 -01 -OE WILDER v D+r er DEsc. Teton West Conetrvction Inc. VP BUILDINGS VARCO—PRUOEN DATE 07/15/99 DBSiaMEF R1CkS College TIME 10:42 LCC.ITIDN Rexburg ID N /cR cR [y PnDJECT 4091 Ricks College VH Storage �1L01 GDRE HTS 60X110%16 PAGE 2 rL I Q a (2)3/4" Oia.A-36 A.Bolts Plate LmIO" W=B" T=3/8" Elevation= 102'-0" D1 It Q N Q 2 1/2' FL (4)1" Oia.A-36 A.Bolts Plate L=1'-1" W=9" T=3/8" Elevation= 100'-0" D7 11 v II 2 2' 2 1/2• 03/4' Dia.A-36 A.Bolts Plate L=10" W=8" T=3/8' Elevation= 102'-0" D2 (4)1' Oia.A-36 A.Bolts Plate L=1'-1" W=9" T=3/8" Elevation= 100'-0" DB (4)1" Oia.A-36 A.Bolts (4)1' Did.A-36 A.Bolts Plate L-1'-1" W=9" T-3/8" Plate L -f'-1" W=9" T=3/8" Elevation= 100'-0" Elevation= 100'-0' D13 I D14 On, fllesry Prolky. 29297 Bldg: 1 Plane: 1 2. ANCHOR BOLT DIAMETERS WERE DETERMINED BY ALLOWABLE SHEAR AND TENSION PER AISC SPECIFICATIONS (FY - 36 KS11. ANCHOR BOLT LENGTH AND METHOD OF TRANSFERRING FORCES FROM ANCHOR BOLTS TO FOOTINGS ARE TO BE DETERMINED BY OTHERS. 3. ESIGN LOADS ON OTHER 4. FOUNDATION MUSTOBEEACTIOLEVEL. SQUARE. ANDAREHED SMOOTH, ANCHOR CBOLTSSMUST BE ACCURATELY PLACED AS SHOWN ON THIS DRAWING OR STEEL WILL NOT FIT, It (2)3/4' Dia.A-36 A.801t5 Plate L=10' W=8" T=3/8" Elevation= 102'-0" D3 0 N Q (4)1" Dia.A-36 A.Bolts Plate L=1'-1" W=9" T=3/8" Elevation= 100'-0' 09 2 1/2" PROJECTION (U.O.N.) BOTTOM OF COLUMN a BASE PLATE ELEV. r 0 TYPICAL ANCHOR BOLT PROJECTION Sealed only as Live Lo(W/Trio Red) 20.0 psf Coll. to (gravity): 0.0 psf Coll. Lo (uplift): 0.0 psf Wind Speed: 80.0 mph Wino Exp. Cat.: C Ground Snow: 50.0 psf Roof Snow: 35.0 psf Snow Exp. Cat.: 3 Seismic Zone: 3 Building Use Cat.: 4 is 2 (4)3/4" Dia.A-36 A.801ts Plate L=1'-1" W -B" T=3/8' Elevation- 102'-0' 04 (4)1" Dia.A-36 A.Bolts Plate L=1'-1" W=9" T=3/8' Elevation- 100'-0- 010 BOTTOM OF COLUMN BASE PLATE -7 STD = 1/2" FLUSH = 0" TYPICAL COLUMN BASE PLATE DETAIL tnlb Aeby.. Inc lull.? Lne I" 0° adt[on nermn. tree lna tn! prepN ty o VP au l 11led, Ela c'id.Cy i nein°sol oracle t%, als: Oreer and ane11 no[ eeeadifi.d. re°r°luctl Mr l[t!n loll peel one f VP eullpose l ln?S [°lit orl°f V (4)3/4' Dia.A-36 A.BoltS Plate L=1'-1" W=8" T=3/8" Elevation= 102'-0' D5 6" �4" I li N I ]H 5 1/8- 11 (2)3/4" Dia.A-36 A.Bolts Plate L=10" W=8" T=3/8" Elevation- 102'-0" D6 14)1" Dia.A-36 A.BoltS Plate L=1'-1" W=9" T=3/8" Elevation- 100'-0" D11 1/2" DIAMETER CONCREI ANCHORS (NOT BY VP) 234 EQ. 3" 23,a? Eo. 1 1/4" OPENING WIDTH 1 1/4" cefr6 cut NOTE: 1" PROJECTION ABOVE BOTTOM OF JAMB CLIP FRAMED OPENING DETAIL DESC. Anchor Bolt (4)1" Oid.A-36 A.Bolts Plate L=1'-1" W=9" T=3/8" Elevation= 100'-0' 012 FOR CONSTRUCTI 8925 i` I me uunscrucclon. inc. 07/15/99 Ricks College T,fE 10:42 RexburgID VP BUILDINGS `"a kS College VH Storage VARCO-PRUDEN IW Pa n T DCC1 A__ _ _____ ____ __ _ ___ _ _ ___— CX 17 CX17 � CX13 BOJ OJ u, 0 I� A D ROD GRACING •dee e 26570 -01 -OB MARK LENGTH OIAM 6R001 27'-4' 0 5/8' 6ROD2 23'-7 3/4' 0 3/8' 7R001 27'-4' 0 5/e' 78002 23'-7 3/4" 0 3/8' T DCC1 A__ _ _____ ____ __ _ ___ _ _ ___— CX 17 CX17 � CX13 BOJ OJ u, 0 I� A D •dee e 26570 -01 -OB -- - - 711CX17 - - - - - - - - VP BUILDINGS VARCO—PRUOEN DATE 08/17/99 euSrpEa Ricks College CX25 LOCATId RexbLuc ID DCC1 aU cnErx C7klk/ - --- ------------ © B. On: filesry Proiky: 29297 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 8.(d) (f) TURN -OF -NUT TIGHTENING'. 2. USE 1/2' CIA. 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. IS THE RESPONSISILTTY nr TME cocrTno This Dr..fnp 12 sealed only es t Building Code: 97UBD Live Ld(W/Trib Red) 20.0Pof Coll. Ld (gravit ): 0.0 pef Coll. Ld (uplift: 0.0 pef Wind Speed: 80.0 mph Wind Exp. Cat.: C Ground Snow: 50.0 pef Roof Snow: 35.0 pef Snow Exp. Cat.: 3 Seismic Zone: 3 Building Use Cat.: 4 Auxiliary Loads NONE v F774 g9 urnlenee pY VP 8.1141nps , L?, � nUYY1nq tn. lnl0r 9tlpn "ere On. Roof Primary 0,CIE • Pert or w 9u1IGm s. y CA99027650-002 CA91 •dee e 26570 -01 -OB Ipr Er.et ln9 tN a 110109 . epenc.m. M.noa m".r a .c41 ne0. .. w"...4 otmr P, 1.. •snout yrfor 1 .r WW M/. E11 tr.cspr.nEVor ... [or v'a Ic.� !1, tni.ppo4 C�j pp Ti ams n i"i" °E t.11h in ief"p��tt... 6Y,147:31"p. V p. BY pEu. BUILDER Teton West Construction Inc. VP BUILDINGS VARCO—PRUOEN DATE 08/17/99 euSrpEa Ricks College rlls 08:08 LOCATId RexbLuc ID Mio„ECT 4091 Ricka Colle a VN Stora a aU cnErx C7klk/ &IILDIla SCALE NTS 60x110%16 EAS Q �4n q 2'12 2:12 n 3 a a p O N mN p Y O N [y W N O N pp O a W m "• FL111C�' _ FLIDCR3 7 O � � O I i 0 i is i i i ------------------- 1k2,_on -----------102'-0--------- - lo2•-a^ loz•- „ `------------------ ------------------- ® 1'-7 7/16^ Q 3 1/4" ❑2 4'-9 3/4" 01 3'-2 1/4^ ® SEH A325 BOLT CONNECTION CHART On: filesry Projky: 29297 Bldg: 1 Plane: 8 NOVEMBER 13, 1985, ALLOWABLE STRESS DESIGN •SPECIFICATION FORS ono STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS' SECTION B.(d)(1) TURN -0 -NUT TIGHTENING-. 2. USE 1/2" DIA. A307 BOLTS FOR PERLIN TO FRAME, GIRT TO FRAME, AND GIRT TO CLIP CONNECTIONS UNLESS NOTED OTHERWISE. SEB 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 1 Live Ld(W/Trib Red) 20.0 psf Coll. Ed (gravity): 0.0 pef Coll. Ed (uplift): 0.0 pef Wind Speed: 80.0 mph Wind Exp. Cat.: C Ground Snow: 50.0 pef Roof Snow: 35.0 pef Snow Exp. Cat_: 3 Seismic Zone: 3 Building Use Cat.: 4 the Oreanq, fn[w.mq ent InPo tim hereon. n! tM e` PH'tY O1 yP W1101nge. PrOr lOed tY EIO5I,W. the 9u to me 'it Il M4[II- NL ILY¢ e4� p CTaS AC,M Y51 6( rSMI[0. 9tL/i- YXiL r, l M.G3 ME RW 4➢ vrCF rM uVs P P� ACiM1 5 4N .VMiR V Pt a°"titla rwq w[n sat acv:uq emx sa¢ or ne ra"[ .te "u ree w". 5 mw..m n pl "A+qP- •,apw r m rtr�i ru�s•"�evctaA•.¢i w :,a suF mt oq"i,e rw�i u TYPICAL `L GE GRACE CONNECTIONS Frame Elevation OESE. wn.t,ER`_- - -_ MME CA99027650-002 CA9 26570 -01 -OE DATE 08/17/99 TINE 08:08 VP BUILDINGS DRA"'t"�t VARCO-PRUDEN 11"l PAGE C PRIMARY FRAMING SIZE CHART A325 BOLT CONNECTION CHART FRAME CLEARANCES •"• PART -NO FLG THK % WD WEB THK DEPTH APPROX.SHIP No Oty Diameter Length Finished Floor Elevation = 100'-0• (Unless START/END LENGTH 1 4 1/2• 1 Otherwise Noted) 1/2• DOCS .059 X 5.0 2@.059 8.5/8.6 13.7 2 4 3/4' 1 3/4" - E1126__ FL SOCR2 .092 X 5.0 2@.092 8.5/8.6 30.4 3 4 1/2' 1 1/2• _ _ ____ ____'•--,�__ FLSDCR3 .092 X 5.0 2@.092 8.6/8.5 30.4 4 , OCCS .059 X 5.0 2@.059 8.5/8.6 13.7 4 1/2' 1 1/2• a 1 1 OCCS X 5.0 5 4 1/2' 1 1/2' .073 2@.073 8.5/8.5 15.9 DCC6 .073 X 5.0 21P.073 8.5/8.5 16.9 FA Q �4n q 2'12 2:12 n 3 a a p O N mN p Y O N [y W N O N pp O a W m "• FL111C�' _ FLIDCR3 7 O � � O I i 0 i is i i i ------------------- 1k2,_on -----------102'-0--------- - lo2•-a^ loz•- „ `------------------ ------------------- ® 1'-7 7/16^ Q 3 1/4" ❑2 4'-9 3/4" 01 3'-2 1/4^ ® SEH A325 BOLT CONNECTION CHART On: filesry Projky: 29297 Bldg: 1 Plane: 8 NOVEMBER 13, 1985, ALLOWABLE STRESS DESIGN •SPECIFICATION FORS ono STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS' SECTION B.(d)(1) TURN -0 -NUT TIGHTENING-. 2. USE 1/2" DIA. A307 BOLTS FOR PERLIN TO FRAME, GIRT TO FRAME, AND GIRT TO CLIP CONNECTIONS UNLESS NOTED OTHERWISE. SEB 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 1 Live Ld(W/Trib Red) 20.0 psf Coll. Ed (gravity): 0.0 pef Coll. Ed (uplift): 0.0 pef Wind Speed: 80.0 mph Wind Exp. Cat.: C Ground Snow: 50.0 pef Roof Snow: 35.0 pef Snow Exp. Cat_: 3 Seismic Zone: 3 Building Use Cat.: 4 the Oreanq, fn[w.mq ent InPo tim hereon. n! tM e` PH'tY O1 yP W1101nge. PrOr lOed tY EIO5I,W. the 9u to me 'it Il M4[II- NL ILY¢ e4� p CTaS AC,M Y51 6( rSMI[0. 9tL/i- YXiL r, l M.G3 ME RW 4➢ vrCF rM uVs P P� ACiM1 5 4N .VMiR V Pt a°"titla rwq w[n sat acv:uq emx sa¢ or ne ra"[ .te "u ree w". 5 mw..m n pl "A+qP- •,apw r m rtr�i ru�s•"�evctaA•.¢i w :,a suF mt oq"i,e rw�i u TYPICAL `L GE GRACE CONNECTIONS Frame Elevation OESE. wn.t,ER`_- - -_ MME CA99027650-002 CA9 26570 -01 -OE DATE 08/17/99 TINE 08:08 VP BUILDINGS DRA"'t"�t VARCO-PRUDEN 11"l PAGE C PART PRIMARY FLG THK FRAMING SIZE CHART A325 BOLT CONNECTION CHART FRAME CLEARANCES X WD WEB THK DEPTH APPROX.SHIP No Oty Diameter Length Vertical Clearance Under Frame at CX13 - 13'-11 1/2" '� CX13 5/15" X 8.0 START/END T/ LENGTH 1 16 3/4" 2" Finished Floor Elevation = 100'-0' (Unless Otherwise Noted)"F _ R e m ••� .164 31.1/12.0 16.4 2 12 3/4' 1 3/4" •_v . FL2RBX14 5/16" X 5.D .188 33.8/15.0 12.5 3 16 3/4' 2"E ___�_ _ ______ _ ______ 1/4" X 5.0 .134 14.9/26.3 15.0 FL2RBX15 1/4" X 5.0 .134 26.4/19.0 15.0 _ 5/15" X 5.0 .188 19.0/33.9 12.5 CX13 5/16" X 8.0 .164 31.1/12.0 76.4 .va wn ¢ptea"rs.� w.4�- u � ntca a wos xoca wrst s esrNun uR- Pwt n..c wme ua watws .0 a.n w. a ms sna ¢ em .mw.ntO n rn mupd- rwa en[ts r[ aaodp ®m ¢dtt w � rwc eu wu r¢vr r1n ¢ iemiruxrn n Gf MEN- w(wVG NIQ<L. SMl tlYU51fMT IIC OMILR V Mf npIDG euEy- .on�w ®az. Ma "t s.cE sPm a mt sxe POE a ,K n"nE en 1 IC& FIANCE BRACE CONNECTIONS _ 9 2:12 n 3❑„ � n 3 o o r, 0 y o M W O � m _ IA 4 2.12 ¢ c n o ,3 o not W P'1 05 8 1/2" ® 1'-7 7/16" ❑3 3 1/4" ❑2 4'-9 3/4" \f/ SEE A325 HOLT CONNBCTION CHART On: filesry Projky: 29297 Bldg: I Plane: 9 1. A325 HIGH STRENGTH BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE NOVEMBER 13, 1985, ALLOWABLE STUBS DESIGN "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS- SECTION S.(d)(1) 'TURN -OF -NUT TIGHTENING•. 2. USB 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 2 rn la Onenlnp 1f XeleO only q to Building Code: 9703C Live Ld(W/Trib Red) 20.0 pef Coll. Ld (gravity): 0.0 pef Coll. Ed (uplift): 0.0 pef - Wind Speed: 80.0 mph Wind Exp. Cat.: C Ground Snow: 50.0 pef Roof Snow: 35.0 pef Snow Exp. Cao.: 3 Seismic Zone: 3 Building Use Cat.: 4 mmnenb f vnIgmeC oy VP Bu lldlnpa Oreelnp. In¢1"010 VNe lnfn nz tNe Property 01 VP 9u 11d diAgSIn95. 011x xm U Zv .91 Frame Elevation I CA99027650-002 CA9 26570-01-( OtTE 08/17/99 TIME 08:09 VARCO-PRUDEN / i� Per�1 D PART -NO PRIMARY FLG THK FRAMING SIZE CHART A325 BOLT CONNECTION CHART FRAME CLEARANCES m = ,11 M,. Of de Inaa�p[ X WD WEB THK DEPTH APPROX.SHIP No Oty Diameter Length Vertical Clearance Under Frame at CX17 14'-1 11/16" '� m — w P.Fv.� p CX17 5/16" X 8.0 START/ENO LENGTH 1 16 3/4" 2' Finished Floor Elevation 100'-0" (Unless Otherwise Noted) ��• .164 32.1/12.0 16.4 2 12 3/4' 1 3/4" _�______ 5/36" X 5.0 .188 .188 31.9/18.0 12.4 3 16 3/4" 2" - -- "`� _ _ ------ 1/4" X 5.0 .134 17,9/27.3 15.0 ew .m RBX19 1/4" X 5.0 .134 27.4/18.0 15.0 e 5/16" X 5.0 .188 18.0/31.9 12.4 �� �T.�,Tm .ems CX17 5/16" X 8.0 .164 32.1/12.0 16.4 - nxa rv¢ em.s.[ars ... �.'a= "'n""__ mull- da R 161... an dead R [IJ- nNR Wy>3 M ROMFDa All y ME [nuC •O wdgVxn w'4t iJ gyvy,[p F, N- woewr ndeM sw.[ avers a.ym nE mirze R ra ..nw WITS- wn[,tR N59eL RIR xl SM.1[ 9%SS Cx ME Su[ 9M T IH [0.w[ Rfl TYPICAL FLANGE BRACE CONNECTIONS " 2;12 " o 3 - a 0 v n .a o a ry _ fd 4 2:12 n 0 a ^� a .a .+ o N p rl [0 m o rr, o a n m 4'7 5 ❑5 E 1/2" ® 1'-7 7/16" Q 3 1/4" ❑2 4'-9 3/4" Ql 3'-2 1/4a ® SEE A325 BOLT CONNECTION CHART On: filesry Prolky: 29297 Bldg: 1 Plane: 10 NOVEMBER 13, 1985, ALLOWABLE STRESS DESIGN •SPECIFICATION FORn .na 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 3 s sealed only as to the Coronnent. lurnlanea 0y M But ldinpa 97UBC anis Mevfn9, Jnc lumn the in[ernat,.. nereon. Red) 20.0 pef ...tna the property ai n' wl 191n9a. [yray.ty): 0.0 Ps£ Coll. Ld (uplift): 0.0 pef Wind Speed: 80.0 mph Wind Exp. Cat.: C Ground Snow: 50.0 psf Roof Snow: 35.0 pef Snow Exp. Cat.: 3 Seismic Zone: 3 Building Use Cat.: 4 prior Frame Elevation mef,.., or ...... CA99027650-002 CA9 26570-01 OATE 08/17/! TIW 08:10 VP BUILDINGS 2M VARCO-PRUDEN OF pa" 7 n 4 2:12 n a 3 0 a m o a r a o W O m m 2 m la 4 2:12 0 ri w " in v in n o W o � O PT E5 8 1/2" ® 1'-7 7/16" ❑3 3 1/4" Q 4'-9 3/4" 3'-2 1/4" ® SEE A325 BOLT CONNECTION CHART On: filesry Prolky: 29297 810g: 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 POPLIN TO FRAME, GIRT TO FRAME, AND GIRT TO CLIP CONNECTIONS UNLESS NOTED OTHERWISE. SEB 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 Tela Drawing is Sealed only a to the COMonenta turn nenea "y vP Wilatnga Building Code: 97UBC This ore.inq. npnuddn end information hereon, Live Ld(W/Trib Red) 20.0 pelf remains the proper ey a9 h eu udln�s. Coll. Id (gravity) : 0.0 pelf It nem prwneed thfor Erecting ins suuain, Coll. Ed (uplift): 0.0 pelf aacr meld m e amicable wren... Cres, Wind Speed: 80.0 mph and Shenfhot be nddiried. rep,oduced Wind Exp. Cat.: C dr sea or any other purpose without prior ritten eptravel of w euimings. Ground snow: 50.0 peE ns al Contrac and/or Erector Roof snow: 35.o peE s ol"lzqrk epn"n1u)'r'or iju einlaonce Snow Sp. Ca[.: 3 i1)Xg h"e ii?°'ai Ceenud" nR)°n in Seismic Zone: 3 1 1 <.bf w MISSin s c n0`0'coal9I Building Use Cat.: a an f ;i9 inausirr Standard9 osis) Ona coal Frame Elevation ��_ euILnEF me.,...s meld♦ r....er.. nun- .0 news etm worm smm . a Immh. neon- s.YL v..CE M.L6 .c TLRn .cel .wx mus an . unn. Is w. .[mw.'.[" a, al .pull wEYNI N558(. .. nV6 1. M co.o h, M[ YM4MC. CNc.WRD P Ql .is- wOegr w591r . au Slut . ow nc we a. or n( roof ma TYPICAL nPNCE BMCE CONNECTIONS 5 0 ICA99021650-002 VP BUILDINGS VARCO-PRUOEN I -01 I 08:10 1 PRIMARY FRAMING SIZE CHART PART -NO FLG THK X WD WEB THK DEPTH Diameter Length Vertical Clearance Under Frame at CX17 - 14'-1 11/16' �APPROX.SHIP wasLENGTH wld= START/END CX17 5/16" X 8.0 .164 32.1/12.0 RBXSB 5/16" X 5.0 .188 31.9/18.0 12.4 1/4" X 5.0 .134 17.9/27.3 RBX19 1/4" X 5.0 .134 27.4/18.0 5/16" X 5.0 .188 18.0/31.9 CX17 5/16" X 8.0 .164 32.1/12.0 n 4 2:12 n a 3 0 a m o a r a o W O m m 2 m la 4 2:12 0 ri w " in v in n o W o � O PT E5 8 1/2" ® 1'-7 7/16" ❑3 3 1/4" Q 4'-9 3/4" 3'-2 1/4" ® SEE A325 BOLT CONNECTION CHART On: filesry Prolky: 29297 810g: 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 POPLIN TO FRAME, GIRT TO FRAME, AND GIRT TO CLIP CONNECTIONS UNLESS NOTED OTHERWISE. SEB 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 Tela Drawing is Sealed only a to the COMonenta turn nenea "y vP Wilatnga Building Code: 97UBC This ore.inq. npnuddn end information hereon, Live Ld(W/Trib Red) 20.0 pelf remains the proper ey a9 h eu udln�s. Coll. Id (gravity) : 0.0 pelf It nem prwneed thfor Erecting ins suuain, Coll. Ed (uplift): 0.0 pelf aacr meld m e amicable wren... Cres, Wind Speed: 80.0 mph and Shenfhot be nddiried. rep,oduced Wind Exp. Cat.: C dr sea or any other purpose without prior ritten eptravel of w euimings. Ground snow: 50.0 peE ns al Contrac and/or Erector Roof snow: 35.o peE s ol"lzqrk epn"n1u)'r'or iju einlaonce Snow Sp. Ca[.: 3 i1)Xg h"e ii?°'ai Ceenud" nR)°n in Seismic Zone: 3 1 1 <.bf w MISSin s c n0`0'coal9I Building Use Cat.: a an f ;i9 inausirr Standard9 osis) Ona coal Frame Elevation ��_ euILnEF me.,...s meld♦ r....er.. nun- .0 news etm worm smm . a Immh. neon- s.YL v..CE M.L6 .c TLRn .cel .wx mus an . unn. Is w. .[mw.'.[" a, al .pull wEYNI N558(. .. nV6 1. M co.o h, M[ YM4MC. CNc.WRD P Ql .is- wOegr w591r . au Slut . ow nc we a. or n( roof ma TYPICAL nPNCE BMCE CONNECTIONS 5 0 ICA99021650-002 VP BUILDINGS VARCO-PRUOEN I -01 I 08:10 1 A325 BOLT CONNECTION CHART FRAME CLEARANCES No Oty Diameter Length Vertical Clearance Under Frame at CX17 - 14'-1 11/16' �APPROX.SHIP wasLENGTH wld= 1 16 3/4' 2" Finished Floor Elevation = 100'-0" (Unless Otherwise Noted) �"'awma16.42 12 3/4' 1 3/4" - -- — - 12.4 3 16 3/4' 2" grew, 15.0 e " 15.0 aw 12.4 m nn �• �• �.v P.� 16.4 rx,.a w.v amwase"m n 4 2:12 n a 3 0 a m o a r a o W O m m 2 m la 4 2:12 0 ri w " in v in n o W o � O PT E5 8 1/2" ® 1'-7 7/16" ❑3 3 1/4" Q 4'-9 3/4" 3'-2 1/4" ® SEE A325 BOLT CONNECTION CHART On: filesry Prolky: 29297 810g: 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 POPLIN TO FRAME, GIRT TO FRAME, AND GIRT TO CLIP CONNECTIONS UNLESS NOTED OTHERWISE. SEB 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 Tela Drawing is Sealed only a to the COMonenta turn nenea "y vP Wilatnga Building Code: 97UBC This ore.inq. npnuddn end information hereon, Live Ld(W/Trib Red) 20.0 pelf remains the proper ey a9 h eu udln�s. Coll. Id (gravity) : 0.0 pelf It nem prwneed thfor Erecting ins suuain, Coll. Ed (uplift): 0.0 pelf aacr meld m e amicable wren... Cres, Wind Speed: 80.0 mph and Shenfhot be nddiried. rep,oduced Wind Exp. Cat.: C dr sea or any other purpose without prior ritten eptravel of w euimings. Ground snow: 50.0 peE ns al Contrac and/or Erector Roof snow: 35.o peE s ol"lzqrk epn"n1u)'r'or iju einlaonce Snow Sp. Ca[.: 3 i1)Xg h"e ii?°'ai Ceenud" nR)°n in Seismic Zone: 3 1 1 <.bf w MISSin s c n0`0'coal9I Building Use Cat.: a an f ;i9 inausirr Standard9 osis) Ona coal Frame Elevation ��_ euILnEF me.,...s meld♦ r....er.. nun- .0 news etm worm smm . a Immh. neon- s.YL v..CE M.L6 .c TLRn .cel .wx mus an . unn. Is w. .[mw.'.[" a, al .pull wEYNI N558(. .. nV6 1. M co.o h, M[ YM4MC. CNc.WRD P Ql .is- wOegr w591r . au Slut . ow nc we a. or n( roof ma TYPICAL nPNCE BMCE CONNECTIONS 5 0 ICA99021650-002 VP BUILDINGS VARCO-PRUOEN I -01 I 08:10 1 FB4030 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" FRAME CLEARANCES Vertical Clearance Under Frame at CX25 - 14'-3 7/8" Finished Floor Elevation = 100-0" (Unless Otherwise Noted) n 4 2;12 3 c 0 O fdmm e m W N O O O N P1 O [y O N �N4 U F83101 5 4 2:12 _ e a o t,3 m o q o a N O N m rl O (4 O re rl F) 05 8 1/2n ® 1'-7 7/16- E5] 3 1/4n Q V-9 3/4n 01 3e-2 1/4n ® SBE A325 BOLT CONNECTION CHART On: filesry Projky: 29297 Bldg: 1 Plane: 12 NOVEMBER 13, 1985, ALLOWABLE STRESS DESIGN •SPECIFICATION FOR .... STRUCTURAL JOINTS USING ASTM M25 OR A490 BOLTS- SECTION 8.(d)(1) .TURN -OF -NUT TIGHTENING". 2. USS 1/2• DIA. A307 BOLTS FOR PURLIN TO FRAME, GIRT TO FRAME, AND GIRT TO CLIP CONNECTIONS UNLESS NOTED OTHERWISE. SEB 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 5 Thfe Meanp is Aeled only as to he Omponenb hrnlaneo oy ve Bulls tops Building Code: 97UBC This 0re.inp. Incmdinthe mmreeuon her Live Ld (W/Trib Red) 20.0 pef senna the Property of yP .,id u Lldidpa. Coll. Ed (fp) : 0.0 pef It a Provided for Erecting the eu udtnp Coll. Ed (upliupliftt): 0.0 pef described In tre apnk..I. %It.... order Wind Speed: 80.0 mph end shall not be nodifl.d. reprdwced Wind Exp. Cat.: C or used for any other purpoae .1tho.t prior Ground Snow: 50.0 pef Witteh Approval of w Su'mm'a. Roof Snow: 35.0 ne a n Contrac and/Or EIectdr Pef a p }°}Z k�pana ibo}4r e, . u ianispood Snow Exp. cat.: 3 IiSEo c id'y ot4 .}�h a'}lata o-a.in Seismic Zone: 3 < iia ATM I c b} lP au} aia a LL cin wcn9 Building Use cat.: 4 04 )naavaerr stepjard9 j;jg 4PA to SCALE FB4030 N FB3010 Frame Elevation OESC. m1IL0EP` ... ^ tush- w 1. asses. toms sevud .as w had.. ey. ELICIT nN¢ Pyo Pegs® pM ,we vAM1 .ie�ewa w®t NKl 9n[ wvG[a LRV9 nc ¢N[a R m[ aa�e. #Lt/Y aLxl.[9 R6BL NKL W L9L fi0.Y15 CN .xf Sue SCE V .K .Yoe aY TYPICAL FIANCE BRACE CONNECTIONS WJTE s VP BUILDINGS VARCO-PgUOEN 1 08:10 1 PRIMARY FRAMING SIZE CHART PART -NO FLG THK X WO WEB THK DEPTH APPROX.SHIP START/END LENGTH CX25 5/16" X 5.0 .188 33.1/12.0 16.4 FL5RBX26 5/16" X 5.0 .188 29.9/13.0 12.3 1/4" X 5.0 .134 12.9/27.3 15.0 FL5RBX27 1/4" X 5.0 .134 27.4/13.0 15.0 5/16" X 5.0 .188 13.0/29.9 12.3 CX25 5/16" X 5.0 .188 33.1/12.0 16.4 FB4030 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" FRAME CLEARANCES Vertical Clearance Under Frame at CX25 - 14'-3 7/8" Finished Floor Elevation = 100-0" (Unless Otherwise Noted) n 4 2;12 3 c 0 O fdmm e m W N O O O N P1 O [y O N �N4 U F83101 5 4 2:12 _ e a o t,3 m o q o a N O N m rl O (4 O re rl F) 05 8 1/2n ® 1'-7 7/16- E5] 3 1/4n Q V-9 3/4n 01 3e-2 1/4n ® SBE A325 BOLT CONNECTION CHART On: filesry Projky: 29297 Bldg: 1 Plane: 12 NOVEMBER 13, 1985, ALLOWABLE STRESS DESIGN •SPECIFICATION FOR .... STRUCTURAL JOINTS USING ASTM M25 OR A490 BOLTS- SECTION 8.(d)(1) .TURN -OF -NUT TIGHTENING". 2. USS 1/2• DIA. A307 BOLTS FOR PURLIN TO FRAME, GIRT TO FRAME, AND GIRT TO CLIP CONNECTIONS UNLESS NOTED OTHERWISE. SEB 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 5 Thfe Meanp is Aeled only as to he Omponenb hrnlaneo oy ve Bulls tops Building Code: 97UBC This 0re.inp. Incmdinthe mmreeuon her Live Ld (W/Trib Red) 20.0 pef senna the Property of yP .,id u Lldidpa. Coll. Ed (fp) : 0.0 pef It a Provided for Erecting the eu udtnp Coll. Ed (upliupliftt): 0.0 pef described In tre apnk..I. %It.... order Wind Speed: 80.0 mph end shall not be nodifl.d. reprdwced Wind Exp. Cat.: C or used for any other purpoae .1tho.t prior Ground Snow: 50.0 pef Witteh Approval of w Su'mm'a. Roof Snow: 35.0 ne a n Contrac and/Or EIectdr Pef a p }°}Z k�pana ibo}4r e, . u ianispood Snow Exp. cat.: 3 IiSEo c id'y ot4 .}�h a'}lata o-a.in Seismic Zone: 3 < iia ATM I c b} lP au} aia a LL cin wcn9 Building Use cat.: 4 04 )naavaerr stepjard9 j;jg 4PA to SCALE FB4030 N FB3010 Frame Elevation OESC. m1IL0EP` ... ^ tush- w 1. asses. toms sevud .as w had.. ey. ELICIT nN¢ Pyo Pegs® pM ,we vAM1 .ie�ewa w®t NKl 9n[ wvG[a LRV9 nc ¢N[a R m[ aa�e. #Lt/Y aLxl.[9 R6BL NKL W L9L fi0.Y15 CN .xf Sue SCE V .K .Yoe aY TYPICAL FIANCE BRACE CONNECTIONS WJTE s VP BUILDINGS VARCO-PgUOEN 1 08:10 1 PART -NO PRIMARY FLG THK FRAMING SIZE CHART 97UBC 20.0 pef Innis D'e.ino, mcmdln the [drdrwsnon her rue A325 BOLT CONNECTION CHART FRAME CLEARANCES It a Prp.paEr ed for &.1tIng the WildingColl. de.cnoed Wind Speed: 80.0 in 1. the eIPIIi..I. w Ih.se order and ."ell not ...pinned. reproduced Wind Exp. Cat.: Cdr X WD WEB THK DEPTH APPROX.SHIP T"' 1 Contrec o eneiDr freceogddd g qy`i"4 pJ.rrpr 'arra No Oty Diameter Length Vertical Clearance Under Frame at CX7 - 15'-9 3/4' CX7 3/16" X 5.0 START/ENO LENGTH 1 4 1/2" 1 1/2' Finished Floor Elevation = 100'-0" (Unless Otherwise Noted) .134 12.0/12.2 13.7 2 4 3/4' 1 3/4' FL60CRB .082 X 5.0 2@.082 8.5/8.6 30.4 3 4 1/2" 1 1/2" FL60CR9 .082 X 5.0 2@.082 8.6/8.5 30.4 4 4 1/2" 1 1/2" CX7 3/16" X 5.0 .134 12.0/12.2 13.7 5 4 1/2" 1 1/2" OCC6 .073 X 5.0 2@.073 8.5/8.5 16.9 OCC5 .073 X 5.0 2@.073 8.5/8.5 16.9 Q " 4 4 2:12 2:12 3 - a in in 0 N O ry o Q O M1 3 mry O In L In In 4 N O O In ry ti ry N FB2064 1'-7 7/16- 3] 3 1/4" 4'-9 3/4" 3'-2 1/4" ® SEE A325 BOLT CONNECTION CHART On: filesry Pro)ky: 29297 Bldg: 1 Plane: 13 NOVEMBER 13, 1985, ALLOWABLE STRESS DESIGN "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR M90 BOLTS- SECTION 8.(d)(1) 'TURN -OF -NUT TIGHTENING'. 2. USE 1/2e 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 6 Thl. Ore.mq I. Sealed only ee to no Caroonente rvwl.hed ny do Building. Building Code: Live Ld(W/Trib Red) 97UBC 20.0 pef Innis D'e.ino, mcmdln the [drdrwsnon her rue Coll. Ed (gravity) : 0.0 paE m, me property of w Build inq.. Ed (uplift) : 0.0 pef It a Prp.paEr ed for &.1tIng the WildingColl. de.cnoed Wind Speed: 80.0 in 1. the eIPIIi..I. w Ih.se order and ."ell not ...pinned. reproduced Wind Exp. Cat.: Cdr used for any other Purpler ....... Prior Ground Snow: $0.0 paf Litten supro.ai dr 1P Wilding.. Roof Snow: 35.0 POE P T"' 1 Contrec o eneiDr freceogddd g qy`i"4 pJ.rrpr 'arra Snow E.P. Cat.: 3 ti�)Xq.ncw,4"oii n�e`.4pn'iA �ni. Selastic Zone: Buildinc Use Cat.: 3 4 LLb7 IT 4i. 9 c d n In . gre.m :T.411-ry°!.:Pc.6'1..'..,Y' ^Ef'o :o.lu4. E �i FB2064 nr,a wa ,aw�oEw. rs om"iw^*va��rir ewtn- eu rira .was a tees snm win w eau. mull- s.ut n:ua ee n ,R warm .,p w.w ww w cine ana a rt �xao w ry} muly- nx¢ Ba v ue e[w.® mre sin a ra re..e rte wax run w,w a ee�w. n n) It- wowtr rmat. wa sett wrm rorty M axne a TMt Sawa n- w(1(td rm39E RIw ML w4[ PiC£{ p1 M W( S( er M rRY[ p TYPICAE FLANGE BRACE CONNECTIONS Frame Elevation xe . CA99027650-002 CA9 26570-01-( DAIS 08/17/99 E 0809 VP BUILDINGS °H ` VARCO-PRUDEN P.I,E � n ----------- SECONDARY ------------ MARK LENGTH THK DEPTH EZW78 22'-11 1/2' .082 0.5 EZWBO 21'-11 1/2" .065 8.5 EZW85 20'-11 1/2' .082 6.5 ZP104 25'-1" .092 0.5 ZP106 26'-2 1/2" .073 B.5 ZP107 25'-2 1/2" .065 8.5 ZP108 23'-7" .082 8.5 ZP66 21'-5 1/2" .082 B.5 ZP89 24'-7' .092 8.5 ZP90 25'-2 1/2' .082 8.5 ZP91 25'-2 1/2' _073 8.5 ZP93 23'-1' .082 8.5 Eel � o - NOTE : 6Ac. At�1GLE5 �hA----)A� SF4cwrJ ❑2 ❑z EZW78 em4en z>'aG hQ7Ko8 n7 h FJKOS 11 22._0.. _J 22•-0' _�_ a2•_D.. �h _� (2, p TCP052050 6.. I c^A"7jE OF On: IT Denotes A325 Secondary to Frame Connection fllesry %� Projky: 29297 B109: f Plane: 6.7 1. UNLESS NOTED, USE 1/2' DIAMETER A-307 BOLTS FOR PURLIN LAP, Thrs drawing is Sealed only as to the consonants ldrntened by w geumnga Y�23 PURLIN TO FRAME, FLANGE BRACE TO FRAME. AND FLANGE BRACE TO PURLIN CONNECTIONS. SEE JOB DETAILS FOR BOLT LENGTHS. Building Code: Live Ld(W/Trib Red) 97UBC 20.0 pef f'lro Orewing, rncmalo the mrowemn nrcem. rns tna . lh,wy 9 dudTt . .m e Roof Secondary 2. WIND, FLANGE, AND PURLIN BRACING ARE AN INTEGRAL PART OF THE ROOF Coll. Id (gravity): 0.0 pef YP eurldrhq. CA99027650-002 CA9 26570-01-0E STRUCTURAL SYSTEM AND SHOULD BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND Coll. Ld (uplift) : 0.0 peE [e la oroelded r e Era ane Sal din •der qv qu[IOEA cesc. dere ROOF SHEETS. REMOVAL OR ALTERATION OF ROOF BRACING WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. - wind Speed: 80.0 mph e^scrleed In the oErlcadle wrcSal o -arc d Shall not ee =11.d, reorgaucea Teton West COnetrUCtion Inc. 08/17/99 3. XHEN SAG ANGLE SLOTS IN ADJACENT PURLINS DO NOT ALIGN OR ARE OMITTED. FIELD -RENO Wind Exp. Cat.: C or .sed ror any oothar oureaee .ltnoce orlw vrruen Aooroeal Cdsrdree A SAG ANGLE TAB AND ATTACH TO PURLIN WITH A SELF -DRILLING STRUCTURAL FASTENER. Ground Snow: 50.0 peE r Y Burldmga. Ricks College TIM 4. SAG ANGLES ARE NOT REQUIRED IN BAYS THAT ARE S6' OR LESS. Roof Snow: Snow Exp. 35.0 pef Toe n [entree or ndior Effector dlni eaonns ql ran is good gq1gqq xpp xh.n nl hf i-dCeT[W Rexburg ID 09:46 cat.: Selemic Zone: 3 3iVdfXq no tote p1 O:t iSior:9 et�n nAia to ir.cflq rm.ccr uu i09: VP BUILDINGS ��J` Building Use Cat.: 9 a 1p ei w �iaaigo R"I'm d °ail i eu Fry n 4091 Ricks College VR Storage VARCO-PRUOEM Auxiliary Loads NONE Q.... C":--_ v i .._. nio er M� t} Uu In ?ni i t ee SgµE eultdlw __ Perf M. h FJKOS 11 22._0.. _J 22•-0' _�_ a2•_D.. �h _� (2, p TCP052050 6.. (/// c^A"7jE OF On: IT Denotes A325 Secondary to Frame Connection fllesry %� Projky: 29297 B109: f Plane: 6.7 1. UNLESS NOTED, USE 1/2' DIAMETER A-307 BOLTS FOR PURLIN LAP, Thrs drawing is Sealed only as to the consonants ldrntened by w geumnga Y�23 PURLIN TO FRAME, FLANGE BRACE TO FRAME. AND FLANGE BRACE TO PURLIN CONNECTIONS. SEE JOB DETAILS FOR BOLT LENGTHS. Building Code: Live Ld(W/Trib Red) 97UBC 20.0 pef f'lro Orewing, rncmalo the mrowemn nrcem. rns tna . lh,wy 9 dudTt . .m e Roof Secondary 2. WIND, FLANGE, AND PURLIN BRACING ARE AN INTEGRAL PART OF THE ROOF Coll. Id (gravity): 0.0 pef YP eurldrhq. CA99027650-002 CA9 26570-01-0E STRUCTURAL SYSTEM AND SHOULD BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND Coll. Ld (uplift) : 0.0 peE [e la oroelded r e Era ane Sal din •der qv qu[IOEA cesc. dere ROOF SHEETS. REMOVAL OR ALTERATION OF ROOF BRACING WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. - wind Speed: 80.0 mph e^scrleed In the oErlcadle wrcSal o -arc d Shall not ee =11.d, reorgaucea Teton West COnetrUCtion Inc. 08/17/99 3. XHEN SAG ANGLE SLOTS IN ADJACENT PURLINS DO NOT ALIGN OR ARE OMITTED. FIELD -RENO Wind Exp. Cat.: C or .sed ror any oothar oureaee .ltnoce orlw vrruen Aooroeal Cdsrdree A SAG ANGLE TAB AND ATTACH TO PURLIN WITH A SELF -DRILLING STRUCTURAL FASTENER. Ground Snow: 50.0 peE r Y Burldmga. Ricks College TIM 4. SAG ANGLES ARE NOT REQUIRED IN BAYS THAT ARE S6' OR LESS. Roof Snow: Snow Exp. 35.0 pef Toe n [entree or ndior Effector dlni eaonns ql ran is good gq1gqq xpp xh.n nl hf i-dCeT[W Rexburg ID 09:46 cat.: Selemic Zone: 3 3iVdfXq no tote p1 O:t iSior:9 et�n nAia to ir.cflq rm.ccr uu i09: VP BUILDINGS ��J` Building Use Cat.: 9 a 1p ei w �iaaigo R"I'm d °ail i eu Fry n 4091 Ricks College VR Storage VARCO-PRUOEM Auxiliary Loads NONE Q.... C":--_ v i .._. nio er M� t} Uu In ?ni i t ee SgµE eultdlw __ Perf ---------- SECONDARY ------------ ZG28 MARK LENGTH THK DEPTH CO24 18'-2 3/4' .059 8.5 CG25 19'-9 1/2- .059 8.5 RKA08 20'-0' .059 ZG27 ZG27 18'-2 3/4' .073 8.5 Z628 19'-9 1/2' .073 8.5 ZG33 8'-1 7/8" _059 8.5 1 I Q Q T I I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ (3) BA1 _ _ _ _ _ _ _ _ _ _ _ _ _ _ jam WALL ELEVATION AT WL M O_ U 1z v p GFA201 if `'0 jf OF Al.v��v ❑1 3'-2 1/4n � 2'3" . M On: filesry Projky: 29297 Bldg: 1 Plane: 2 1. UNLESS NOTED, USE 1/2m DIAMETER A-307 BOLTS FOR GIRT LAP, GIRT TO FRAME, rota erarmp Ia eeeled only ae to the [omppnenb furnished by w Bplldmga FLANGE BRACE TO FRAME, FLANGE BRACE TO GIRT, JAMB AND HEADER CONNECTIONS. Building Code: 97UBC This Orartng, Intluumaq the Information hereon, Wal], Seeondar U4nE ''°' SEE JOB DETAILS FOR BOLT LENGTHS. Live Ld (W/Tr ib Red) 20.0 pef earns the grooerty f w ertldmgs. }/ CA99027650-002 CA9 26570-01-08 2. WIND AND FLANGE BRACING ARB AN INTEGRAL PART OF THE WALL STRUCTURAL SYSTEM AND Coll. Ld (gravity) : 0.0 pef It a Provided for Erectln9 the Wil &InIIER 26 Coll. pe (uplift): 0.0 pet deaano.d m me opncame Iwrcnese order y o•r er oEw. Teton West Constnetion Inc. 08/17/99 SHOULD BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. WDATE ind Speed: 80.0 mph and shall not be epoletad. rthe Wced REMOVAL OR ALTERATION OF WALL BRACING WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. Wind Exp. Cd[.: C or used for any other purpose shout prior NerTe rte Written •,tube] of to euuding.. Ricks College 08 16 Ground Snow: 50.0 pef The aX edneree door Er cmr L..Tl. Roof Snow: 35.0 pef s `'1"1 spot b1 r, « wai good RexburgID pfwa/pt Snow Exp. Cat.: 3 8q�xan or. 1n tun [°nta i4�NnlEcr VP BUILDING$ Seismic zone: 3 all" fXI .11.10: art nRin s orarin VAR00—PRDpEN all" 1"�tlrou wr ul�dtn . �r c i wtal's 4091 Ricks Col le a VH Storage Fac I Building Use Cat.: 9 n dusiry en dQ rietni"n of .-I Loads NONE oro it upn, n moin9 iXe orreFe se seise NTS eutlo[xs oe ieyoroy brae nq. 6Ox110x16 ZG28 ZG33 � I I Gc 122. GG122 I I ZG27 ZG28 ZG27 I I I 2 p I I I I I ZG27 ZG28 ZG27 I I I 2 p I CG24 CG25 CG24 2 E2 I I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ (3) BA1 _ _ _ _ _ _ _ _ _ _ _ _ _ _ jam WALL ELEVATION AT WL M O_ U 1z v p GFA201 if `'0 jf OF Al.v��v ❑1 3'-2 1/4n � 2'3" . M On: filesry Projky: 29297 Bldg: 1 Plane: 2 1. UNLESS NOTED, USE 1/2m DIAMETER A-307 BOLTS FOR GIRT LAP, GIRT TO FRAME, rota erarmp Ia eeeled only ae to the [omppnenb furnished by w Bplldmga FLANGE BRACE TO FRAME, FLANGE BRACE TO GIRT, JAMB AND HEADER CONNECTIONS. Building Code: 97UBC This Orartng, Intluumaq the Information hereon, Wal], Seeondar U4nE ''°' SEE JOB DETAILS FOR BOLT LENGTHS. Live Ld (W/Tr ib Red) 20.0 pef earns the grooerty f w ertldmgs. }/ CA99027650-002 CA9 26570-01-08 2. WIND AND FLANGE BRACING ARB AN INTEGRAL PART OF THE WALL STRUCTURAL SYSTEM AND Coll. Ld (gravity) : 0.0 pef It a Provided for Erectln9 the Wil &InIIER 26 Coll. pe (uplift): 0.0 pet deaano.d m me opncame Iwrcnese order y o•r er oEw. Teton West Constnetion Inc. 08/17/99 SHOULD BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. WDATE ind Speed: 80.0 mph and shall not be epoletad. rthe Wced REMOVAL OR ALTERATION OF WALL BRACING WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. Wind Exp. Cd[.: C or used for any other purpose shout prior NerTe rte Written •,tube] of to euuding.. Ricks College 08 16 Ground Snow: 50.0 pef The aX edneree door Er cmr L..Tl. Roof Snow: 35.0 pef s `'1"1 spot b1 r, « wai good RexburgID pfwa/pt Snow Exp. Cat.: 3 8q�xan or. 1n tun [°nta i4�NnlEcr VP BUILDING$ Seismic zone: 3 all" fXI .11.10: art nRin s orarin VAR00—PRDpEN all" 1"�tlrou wr ul�dtn . �r c i wtal's 4091 Ricks Col le a VH Storage Fac I Building Use Cat.: 9 n dusiry en dQ rietni"n of .-I Loads NONE oro it upn, n moin9 iXe orreFe se seise NTS eutlo[xs oe ieyoroy brae nq. 6Ox110x16 ----------- SECONDARY ------------ � fs G l22 I ZG54 MARK LENGTH THK DEPTH C625 19'-9 1/2' .059 0.5 CG51 17'-11 3/8' .059 8.5 RKAOB 20'-0' .059 I ZG28 19'-9 1/2' .073 8.5 ZG54 17'-11 5/16" .073 8.5 ZG60 8'-1 13/16' .059 8.5 6 i `-- - - - - -'-----------------------(3)-RAI n ® GFA205 ® 3'-2 1/4M On: filesry Projky: 29297 Bldg: 1 Plane: 4 1. UNLESS NOTED, USE 1/2• DIAMETER A-307 BOLTS FOR GIRT LAP, GIRT TO PRAMS, FLANGE BRACE TO FRAME, FLANGE BRACE TO GIRT, JAMB AND HEADER CONNECTIONS. SBE JOB DETAILS FOR BOLT LENGTHS. 2. WIND AND FLANGE BRACING ARE AN INTEGRAL PART OF THE WALL STRUCTURAL SYSTEM AND SHOULD BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND HOOP SHEETS. REMOVAL OR ALTERATION OF WALL BRACING WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. WALL ELEVATION AT WR Trib Red) 20.0 pef gravity): 0.0 pef uplift): 0.0 pef 80.0 mph Cat.: C W: 50.0 pef 35.0 pef Cat.: 3 ne: 3 ae Cat.: 4 Loads NONE fW n0ned by W Buildings IGdiudlnj t0! ,nforWipn nlr.on. op.rty a w wildIngs. Wall S OEBr. BUIIBFAF^ 6V a O X s IJBB s 08/17/! TIME 08:17 VP BUILDINGS VARCO—PRUDEN °'� 3 �ZU28� ZG60 � fs G l22 I ZG54 GGIzz , I ZG54 ZG28 I I I I I 1 ZG54 ZG28 1 i I I I I ZG54 I I 2 CG51 CG25 I CG51 I � i `-- - - - - -'-----------------------(3)-RAI n ® GFA205 ® 3'-2 1/4M On: filesry Projky: 29297 Bldg: 1 Plane: 4 1. UNLESS NOTED, USE 1/2• DIAMETER A-307 BOLTS FOR GIRT LAP, GIRT TO PRAMS, FLANGE BRACE TO FRAME, FLANGE BRACE TO GIRT, JAMB AND HEADER CONNECTIONS. SBE JOB DETAILS FOR BOLT LENGTHS. 2. WIND AND FLANGE BRACING ARE AN INTEGRAL PART OF THE WALL STRUCTURAL SYSTEM AND SHOULD BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND HOOP SHEETS. REMOVAL OR ALTERATION OF WALL BRACING WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. WALL ELEVATION AT WR Trib Red) 20.0 pef gravity): 0.0 pef uplift): 0.0 pef 80.0 mph Cat.: C W: 50.0 pef 35.0 pef Cat.: 3 ne: 3 ae Cat.: 4 Loads NONE fW n0ned by W Buildings IGdiudlnj t0! ,nforWipn nlr.on. op.rty a w wildIngs. Wall S OEBr. BUIIBFAF^ 6V a O X s IJBB s 08/17/! TIME 08:17 VP BUILDINGS VARCO—PRUDEN °'� 3 ' ------- SECONDARY ------------ _________ _ -- FRAMED OPENINGS --------- MARK LENGTH THK DEPTH FOO -LOC- MASK p00 BRACING i LENGTH THK DEPTH MASK LENGTH OIAM CG36 21'-B 1/2' .059 B.5 1 ZGS 21'-11 1/2' .059 38003 25'-2 15/16'0 7/B' . C040 1'-8 1/2' .059 B.5 1 HEADS CM4 20'-0' 059 38004 26'-6 7/B' 0 7/B' ZG41 21'-B 1/2' .073 6.5 1 JAMBL CWO 13'-3' .065 8.5 ZG45 1'-B 1/2' .059 B.5 1 JAMBS CMO 13'-3' .065 2 ZG23 22'-5 1/2' .059 2 HEADS CM4 20'-0' .059 8.5 I'5'/Z" o5j 85 2 JAMBL CMO 13'-3' .065 /CP2000Z L 5/c-'1 '061 9,5 2 JAMBR CMO 13'-3' .065 Q Q Q 4 Q 4 "III :,�' !1 O IIII'I . -"' F O, 0 — (4 III 111111 lid i�llp Qi; �+ryII����II� Al ln•-n" WALL ELEVATION AT WB •_n" 0 ® g82 �3•-21/4" On: filesry Projky: 29297 Bldg: 1 Plane: 3 V, 1. UNLESS NOTED, USE 1/2• DIANHTBR A-309 BOLTS POR GIRT LAP, GIRT rnu trulrq a Baal•e only as to tna comonanu forma•° ov m Betlemq• TO PRAMS, FLANGE BRACE TO FRAME, PLANGB BRACE TO GIRT, .TA11H AND eSADeR CONNECTIONS. SSS Building Code: 97UBC rots tr•. t"q. e...... ena enrer..etm n•ravn porE . . ,708 DETAILS FOR BOLT LENGTHS. Live SA (M/Trib Red) 20.0 pef ra••s"a en• vreparer oe vv 9uttasnge. Wall Secondary ,im 2. WIND AND FLANGE BRACING ARE AN INTEGRAL PART OF THE MALL STRUCTURAL SYSTEM Coll. Ld (9ravi Cyl : 0.0 pef to CA99027650-002 CA9 26570 -01 -OE AND SHOULD BE PROPERLY INSTALLED PRIOR TO ERECTION OF WAIL AND ROOF SHEETS. REMOVAL Coll. Ld (uplift) : 0.0 pBE es vrv.sve rr Fr•celn9 ena astesnq e•sm the In te• vvuca.n yv,rmas. traar DATE eunnEH BY m[ . Teton p,t OR ALTERATION OF HALL BRACING WITHOP[ PRIOR AW'I{ORIZATION IS PROHIBITED. Wind Speed: 80.0 mph m° ...IT t o• neesrnee. r•roeuc.e West CORBtIUCtiOD Inc. 08/17/99 Wind Exp. Cat.: C "" a•e rm am een•r vwves. aenovt rc,, nrstean unrTe Ground snow; 50.0 pef sPor°vat o vR Bvttetngs. Ricks College q[vE Root Snow: 35.0 pef m• 1 c°"trac or e/0 ersclm �}"} • vona}v} ray vr.n, qs°e lourlm Rexburg ID 08:18 Sao Snow B.P. cae.: 3 ?1W9 }1}fE M In,. I2 CU"A °ni q :.Pent u icy } vwEcr VP BUILDINGS cy.vocu Hui ilia uee Cat.. 7 4 p9 I o r vMo tram i 1 �,o} w 4,}ie n a eetvn aw}3 neuairunvre iam en in• 4091 Ricks College VH Stora e VARCO—PRUOEH Auxi iia Londe NONE e$°}i:puefy'oricinqq iuel°q cmr"•pe ma BIKE euno[w Ps¢ f /( NTS 60%110X16 s�'I' 0 ----------- SECONDARY ------------ MARK LENGTH THK __________________ FRAMED OPENINGS --------- ________ __________________ _______ ________ FRAMED OPENINGS -- ROD BRACING ,t DEPTH FO/ LOC- MARK LENGTH THK DEPTH FO/ -LOC- MARK LENGTH THK DEPTH MARK LENGTH OIAM �����I — �.. I����I CG36 21'-B 1/2' .059 CG40 1'-8 1/2' B.5 8.5 1 III�I C037 19'-11 1/2' .120 2 JAMBR CW160 13'-3' .059 0.5 5R003 25'-2 15/16'0 7/8' �A�TFOFI���Q III10' �I .059 ZG41 21'-B 1/2' .073 8.5 1 1 HEADR ZG23 CW4 22'-5 1/2' 20'-0' .059 .059 8.5 0.5 5fl004 2fi'-6 7/B' 0 7/B' On: filesry Projky: 29297 Bldg: 1 Plane: 5 Z045 1'-B 1/2' .059 6.5 1 JAMBL CW160 13'-3' .059 8.5 UNLESS NOTED, USE 1/2" DIAMETER A-307 BOLTS POR GIRT LAP, GIRT TO FRAME, .his ore.fnq Is Sealed only as to the Coseonents furnished by w a,unmgs 1 JAMBR CW160 13'-3' .059 8.5 Wall Secondary awTE • I F PZ 000 15 i " , 059 2 8.5 Coll. Ld (gravit CG37 19'-11 1/2' 1/2 .120 059 8.5 CA99027650-004 CA9 26570-01-0E 2. WIND AND FLANGE BRACING ARE AN INTEGRAL PART OF THE WALL STRUCTURAL SYSTEM AND p ): Coll. Ld (uplift i£C) 2 2 HEAOR CW4 20'-O' .059 8.5 SHOULD BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND BOOP SHEETS. REMOVAL : Wind Speed: paf 80.0 mph G P 20 00 2 15 z , 059 8.5 JAMBL CW160 13'-3' .059 B.5 C 06A076 CUSTOMER Ground Snow: 50.0 written APoroval of so BUfldinge. l 0-r6: FIELD DIz16L TINE 10:29 Roof snow: 35.0 psE PSf The G e� contr �r and//or Erector o4"ef Pa., b for curata, good Zgnknen LOCATION Rexburg lIDz_ES iN J4M65 %0 AT7,46H GG 5 s. Snow Ex Cat.: P4N l t oto in enctin this sRq 3P�a n to 1Ris ID VP BUILDINGS °NA'D"� ` AS 2/=Q'De T T T T ------ �.ilL 20'-0" 70'-0'1 �n 22' -On _i_ 79•_nn on• WALL ELEVATION AT WF ® 3'-2 1/4" ,t I�.��•. '.: vvr.v fie, ❑3 6„ �����I — �.. I����I , .. I����� Q III�I _111111 _111111 111111 q �A�TFOFI���Q III10' �I ------ �.ilL 20'-0" 70'-0'1 �n 22' -On _i_ 79•_nn on• WALL ELEVATION AT WF ® 3'-2 1/4" vvr.v ❑3 6„ cp � Q 1 ' — 0. q �A�TFOFI���Q 1•_6.n4 8.23 M. ME On: filesry Projky: 29297 Bldg: 1 Plane: 5 1. UNLESS NOTED, USE 1/2" DIAMETER A-307 BOLTS POR GIRT LAP, GIRT TO FRAME, .his ore.fnq Is Sealed only as to the Coseonents furnished by w a,unmgs FLANGE BRACE TO PRAMS, FLANGE BRACE TO GIRT, JAMB AND HEADER CONNECTIONS. Building Code: Live Ld(W/Trib Red) 97UBG 20.0 Tn1s Orawmq, roc]udln the mmr.euon hereon, Wall Secondary awTE • ,p0 w SEE JOB DETAILS FOR BOLT LENGTHS. Coll. Ld (gravit PBf renews the VAN",t1 qi vP BvI ldmgs. CA99027650-004 CA9 26570-01-0E 2. WIND AND FLANGE BRACING ARE AN INTEGRAL PART OF THE WALL STRUCTURAL SYSTEM AND p ): Coll. Ld (uplift i£C) 0.0 paf 0.0 [t a Prgem<d tar Erectf nq the Bulldt°q BURGER DATE SHOULD BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND BOOP SHEETS. REMOVAL : Wind Speed: paf 80.0 mph descn°ea m me eoouced le wrcnsa order v os* ey end shall not he modufed, reprad°ce4 OEst. Teton West COnstl action, Inc. 08/19/99 OR ALTERATION OF WALL BRACING WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. Wind Ex Cat.: P' C ar ed for any other Purdoa. without prior CUSTOMER Ground Snow: 50.0 written APoroval of so BUfldinge. Ricks College TINE 10:29 Roof snow: 35.0 psE PSf The G e� contr �r and//or Erector o4"ef Pa., b for curata, good Zgnknen LOCATION Rexburg Snow Ex Cat.: P4N l t oto in enctin this sRq 3P�a n to 1Ris ID VP BUILDINGS °NA'D"� ` Sei auric Zone: Building 3 4 b t iii ie°°anted Dols orewin ld qq1 eoi P �uildm s �� tin Oetei�i S7 �cnauseery PRo�ECT 4091 Ricks College VH Storage VARCO-PRUDEN Use Cat.: Auxiliary Loads 4 NONE end stens oR G rioonQe m of?agore°y °d etin9luotnq ine ge se SCALE NPS BUILDING 60xIIOX16 PAS/� ----------------- SHEETING ---------------- MARK LENGTH THK COLOR (FINISH) PRR1 29'-7 9/16' 26 Standard Color (GALVM) fPRR2 3'-4 13/16' 25 Standard Color (GALVMI /VOTE; F/ELD LOCATED 0,42T5 (Z) 3070 DoM1/J/oej o0o/Z 5 (2).JT07 5TOpm7, BLUE (26 GA.) 62) WDF03 STORMY SLUE (26 GA,) 1 O I 1 I I I I I ' PRR I gn( 7) I I I I I I PRR I I 1 I I I I I PRR QD( 7) 1 I 1 I I I 8925 Q X 23�I �AHtE�F\�P�� On: filesry Prolky: 29297 Bldg: 1 Plane: 6.7 B" M. This treeing is Seated only as to the c•edonenta furnisned by w Buildings 1. Install Sheeting From Right to Left 2. PPE -GRILLING 1/8' DIAMETER HOLES FOR ROOF STRUCTURAL FASTENERS MAY BE REOUIREO AT 11 GAGE PURLINS, NESTED PURLINS. PURLIN LAP LOCATIONS, ANO/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: Live Ld(N/Trib Red) Coll. End (gravity) : Coll. Ld (uplift) : Nind Speed: wind Exp. Cat.: Growd Snow: Roof Snow: snow Cat.: SeismicZone: Building Vee cat.: Auxilla Loads 97VBc 20.0 p 0.0 pef 0.0 pef 80.0 mph C 50.0 pef 36.0 pef 3 3 a NONE T"19 10, atna =1.015 taw inrnreation nerepn. r•aina the grogartr 01 w But tdinga. ye a qtly !Mn.,rectdI to Building aacnded in t ) tcate w.r<naa• order aiw nnett w[ ee radio Tea r grdwced x u .4 for any dtner gurgoae aitneut gr+or .1tt•n Aggroyet of w Wilding, rat toner www/a Erector a 7�fe1 aegona�`63 f� ac urate good tan n p �n efX��A tole it�FXg [cii:O'i ed n iX o�ie i y1 cai w i sic a �r c I ��+1Wt jh in� fS iifnpifc-0uea $i ia.Perary wbc(ra. ROOF Sheeting g n1gTE • CA99027650-002 CAM 6570-03.-CIE BVnoEa o" By �x Teton West Construction Inc. yp BUILDINGS VARCO—PRUDEN DATE 08/17/99 Myd1Ea Ricks College T[IE 08:22 Lauiiai Rexbu ID °N""/t"Eg g MoetT 4091 Rick College VH Storage IMtinTw r't"[E RTS 6OX11OX16 PAN/& _________________ SHEETING ________________ 1. Install Sheeting From High Point (S) [o Lax Paint (e) 2. WALL SHEETS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM, PRIOR AUTHORIZATION IS PROHIBITED. REMOVAL OR ALTERATION SHEETING SPECIFICATION. 3. SEE JOG DETAILS FOR SHEETING AND TRIM ALLFASSTRUENERCTURAL 2. PRE -DRILLING 1/8' DIAMETER HOLES FOR WALL STRUCTURAL FASTENERS MAY BE REQUIRED AT 11 GAGE GIFTS, NESTED GIRTS, GIRT LAP LOCATIONS, ANO/OA SECONDARY STRUCTURAL BEAMS ----------------- SHEETING _______ aUOTE • Wall Sheeting CA99027650-002 CA9 26570-01-08 WILDER y ee W DEM. Teton Weat COnatrUCtion Inc. VP BUILDINGS VARCO-PRUDEN MARK LENGTH THK COLOR (FINISH) MARK LENGTH THK COLOR (FINISH) FOO MARK LENGTH COLOR (FINISH) PRW10 19'-3 7/16' 26 Regal White (KXL) FIRMS 18'-3 7/16' 26 Regal White (KXL) PCC1 PRWIl 19'-9 7/16' 26 Regal White (KXL) PRW9 18'-9 7/15' 26 Regal White (KXL) Patrician Bronze (SP) PRW12 15'-3 7/16' 26 Regal White (KXL) PRF1 Stormy Blue (KXL) PRW2 15'-B 1/2' 26 Regal White (KXL) RFR10 f0'-0' Patrician Bronze (KXL) PRW3 15'-9 7/15' 26 Regal White (KXL) RKF16 16'-3' Stormy Blue (KXL) PRW4 16'-3 7/16' 26 Regal White (KXL) RKF20 2O'-3' Stormy Blue (KXL) PRW5 16'-9 7/15' 26 Regal White (KXL) C20 RRC20 Stormy Blue [KXL)RR 17'-3 7/16' 26 Regal White (XXL) Stormy Blue (KXL)PAWS PRW7 17'-g 7/16' 26 Regal White (KXL) RRC20,SPC20 WALL ELEVATION AT WL , pepi 8925 J¢ On: fllesry Prolky: 29297 Bldg: 1 Plane: 2 1. Install Sheeting From High Point (S) [o Lax Paint (e) 2. WALL SHEETS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM, PRIOR AUTHORIZATION IS PROHIBITED. REMOVAL OR ALTERATION SHEETING SPECIFICATION. 3. SEE JOG DETAILS FOR SHEETING AND TRIM ALLFASSTRUENERCTURAL 2. PRE -DRILLING 1/8' DIAMETER HOLES FOR WALL STRUCTURAL FASTENERS MAY BE REQUIRED AT 11 GAGE GIFTS, NESTED GIRTS, GIRT LAP LOCATIONS, ANO/OA SECONDARY STRUCTURAL BEAMS Thi. Rean9 1. sealed only es to Building Code: 97UBC Live Ld(M/Trib Red) 20.0 pef Coll. Ld (gravity) : 0.0 pef Coll. Ld (uplift) : 0.0 pef Wind Speed: 80.0 mph wind B xp. Cat.: C Ground Snow: 50.0 pef Roof Snow: 35.0 paE Snow Exp. Cat.: 3 Seismic Zone: 3 Building Use Cat.: 4 Auxilia Loads NONE In. toaganante furmm1e1 ay W Eulldinaa This o -aa ma. inc mdm ane mlgraetion fxregrL r°aelns th• . Inclty 0i th euildmati It la Provided for Erectlna the Wilding deserl°ed in the aggllcgala ri<cnea• trder aaa shall rot da ieodifiea revraa"g sad far •ny otmr vyrvvee amour grmr ritten "gravel of VP euildifpa. yna el agntr c or end/°r Er cmr a pe}i} road f°r Mwaie ao°d 1 f �f rk°an ^i } •rert] t^I• P 33 Xa pq�� i°�R n or, re�n iRi T 6'at }} 9 nc:d tR s in ]} p] c a4 3P 6u4�oinRs �i}c}I}�pei}y Ma }i Indy o y $tan 0 R}°}inp°or°e�y}R ec ingtu°dine }ni c°vr•Pe un aUOTE • Wall Sheeting CA99027650-002 CA9 26570-01-08 WILDER y ee W DEM. Teton Weat COnatrUCtion Inc. VP BUILDINGS VARCO-PRUDEN peTE 08/17/99 CUSTOMER Ricks Colla a nMf 08:20 LWAIIUh Rexburg ID OReM/oE A.F'�PIr�GJ pCT 4091 Ricks College VH Stora a WIL01NG etelf NTS 60X110%16 Pe¢ ----------------- SHEETING ---------------- MARK LENGTH THK COLOR (FINISH) PRW10 19'-3 7/16' 26 Regal White (KXL) PRW11 19'-9 7/16' 26 Regal White (KXL) PRW12 15'-3 7/16' 25 Regal White (KXLI PRW2 15'-B 1/2' 26 Regal White (KXLI PRW3 15'-9 7/16' 25 Regal White (KXLI PRW4 16'-3 7/16' 25 Regal White (KXL) PAWS 16'-9 7/16' 26 Regal White (KXL) PRW6 17'-3 7/16' 26 Regal White (KXL) PRW7 17'-9 7/16' 25 Regal White (KXL) On: tilesry ProlKy: 29297 Bldg: 1 Plane: 4 1. Install Sheeting From High Point (a) to Low Poi 2. MALL SHEETS ARE AN INTEGRAL PART OF THE STRUCT REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZAT 3. SEE JOB DETAILS FOR SHEETING AND TRIM FASTENER 2. PRE -DRILLING 1/B' DIAMETER HOLES FOR MALL BTW) ----------------- SHEETING ---------------- MARK LENGTH THK COLOR (FINISH) PRW8 18'-3 7/16' 25 Regal White (KXL) PRW9 18'-9 7/16' 26 Regal White (KXL) --------------------- TRIM ---------------------- FOs MARK LENGTH COLOR (FINISH) PCC1 Patrician Bronze (SP) PRF1 Stormy Blue (KXL) RFR10 10'-0' Patrician Bronze (KXL) RKF15 16'-3' Stormy Blue (KXL) RKF20 20'-3' Stormy Blue (KXLI RRC20 Stormy Blue (KXL) SPC20 Stormy Blue (KXL) 1P 1� q RRC20,SPC20 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 60.0" WALL ELEVATION AT WR Thio ere+hq 13 Steled Only n t4 Building Cede: 97UBC Live Ld(W/Trib Red) 20.0 pef Coll. Ld (gravity): 0.0 pef Coll. Ld (uplift): 0.0 pef Wind Speed: 80.0 mph Wind exp. Cat.: C Ground Snow: 50.0 pef Roof Snow: 35.0 pef Snow Exp. Cat.: 3 Seismic Zone: 3 Building Use Cat.: 4 Auxilia Loads NONE by VF 9allaingt the infareatlOn fmr yP wildlnes. 1n9the wilaing ON Trcneee Orae, d, reproaucea pate itnpet pear Wall OEM:. aulLOER T. PRF1 8925 E 1 08:20 1