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HomeMy WebLinkAboutPLANS 2 - 99-00016 - Bagley Enterprises - New Warehousericrcm uEn s� 3I' W.EpkL I—x J/e• spm z JN y E�LWDR s�uuE 11e STANDING SEAM ROOF PANELS (SSR) ? 1/8° 22 1..//2° LIP IF--YI T I I LIP 6 1/2' 2 1/B/B, 2 1/2- 6 1/2" GIRTS / PURLINS 8 1/2" GIRTS / PURLINS 3 1/F n sp' uP OR 14' }F 1jp^i 11 1/2" PURLINS 14" PURLINS a 0 N i0 N VP BUILDINGS VARCO-PRUDEN X' C0.FpA6f IY M. .yI II. I M I 9V1P3�ME f 3/le' I pFMIHC RODE PRL —I EDCE (woF Has onvry PANEL RIB ROOF & WALL PANELS (PR) M'COhpME IY M. EPSR S - z lYP /. J ` E%RNOP I I suu�x I J/le• —T I'M�F VEE RIB WALL PANELS (VR) Fi'25'-2 9/16' 25'—e 9/16"_ i 25'—e 9/16" 25'-8 9/16' 25'-8 9/16" 25'—B 9/16 25'-2 9/S6C r r 180'-0" iftl: UO.0 mph Cat.: B 'W: 56.3 Oaf 35.0 pef Cat.: f ne: 3 se Cat.: 4 Loads NONE IT IS THE RESPONSIBILITY OF THE BUILDER / CONTRACTOR TO OBTAIN APPROPRIATE APPROVALS AND NECESSARY PERMITS FROM CITY, COUNTY, STATE, OR FEDERAL AGENCIES, AS REQUIRED. APPROVAL OF VP BUILDINGS DRAWINGS CONSTITUTES THE BUILDER / CONTRACTOR'S ACCEPTANCE OF THE VP BUILDINGS INTERPRETATION OF THE CONTRACT PURCHASE ORDER. ONCE THE BUILDER / CONTRACTOR OR FROM THE PURCHASE ORDER BY THE BUILDER WILL HASE FIRM SIGNED SBILLED TO BUILDINGS DBUILDER /OCONTRACTORVAL PACKA EFOR CHANGES FABRICATION AND / OR SHIPPING SCHEDULE. A PENALTY FEE MAY BE CHARGED MATERIAL, ENGINEERING, AND HANDLING FEES. SUCH CHANGES MAY CAUSE THE PROJECT TO BE MOVED FROM THE 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 COMPATIBILITY CONCERNING ANY MATERIALS NOT FURNISHED BY VP BUILDINGS ARE TO BE CONSIDERED AND COORDINATED BY THE BUILDER / CONTRACTOR OR A/E FIRM, DESIGN CRITERIA CONCERNING THIS INTERFACE BETWEEN MATERIALS IS FURNISHED AS PART UNLELE SS SPECIFIC THE PURCHASE ORDER, VP BUILDINGS ASSUMPTIONS WILL GOVERN. �i THE BUILDER / CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL OTHER PROJECT PLANS AND SPECIFICATIONS o 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 BUILTTEMPDING OMPONENTS IN SUPPORTS ACCORDANCE ITH VBUILDINGS BRBRACINGREQUIRED FORTHECONSTRUCTION" DRAWINGS. BUILDING ERECTIONWILL BE THE E TEMPORARY R RESPONSIBILITY k OF THE ERECTOR TO DETERMINE, FURNISH, AND INSTALL. 5. VP BUILDINGS IS AN APPROVED FABRICATOR WITH THE FOLLOWING CERTIFICATIONS: ICBO FA -240 AISC MB CERTIFIED CITY OF LOS ANGELES TYPE 1 FABRICATOR CITY OF SEATTLE CANADIAN WELDING BUREAU DIVISION 1 CERTIFICATION tNls OI NMI,.INLLumN. 1HE INEORIATION HEREON. COVER SHEET RFlAINS ME PRVERT' OF " eUILDINGs. IT IS PRWDW SOLELY EOR ERMPNG ME eUILMMG BgLO�g DESCRIBED IN ME IPPU1 LE PUROUSE ORDER NID IQCOn WB9C COn S 1- NOt W LIOOIFlED PEPROWCED OR USED MR MN OCHER PURPoEE WIMDIh PRIOR WRMEN MMWAL OF W RUIL➢I 2 l aT.-ER IO 70K1BOx16 inc. 3-30 VP BUILDINGS VARCO—PRUDEN 12:36 GENERAL 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 BOLTS A307 AND A325 A307, UNLESS NOTED 2. STRUCTURAL PRIMER SHOP PRIMER PAINT 15 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. le•caERLCE STRUCTURAL BOLTS SHALL BE TIGHTENED BY THE TURN—OF—THE—NUT METHOD IN ACCORDANCE WITH THE s• s• s• msan slmM'PA¢ NINTH EDITION, AISC SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS". PER SECTION BD.1, A325 BOLTS MAY BE INSTALLED WITHOUT WASHERS WHEN TIGHTENED BY THE TURN—OF—THE—NUT METHOD. Z/'• �s ALL HIGH STRENGTH BOLTS, EXCEPT AS NOTED OTHERWISE, ARE SUBJECT TO DIRECT TENSION AND MAY REQUIRE INSPECTION AS DEFINED BY THE APPLICABLE BUILDING CODE OR STANDARD. IT IS THE RESPONSIBILITY OF THE ERECTOR TO ASSURE PROPER TIGHTNESS. SPAN LOC WALL PANELS (SL) 4. BUILDER / CONTRACTOR RESPONSIBILITIES VP BUILDINGS STANDARD PRODUCT SPECIFICATIONS APPLY 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) IN CASE OF DISCREPANCIES BETWEEN VP BUILDINGS STRUCTURAL PLANS AND PLANS FOR OTHER TRADES, THE VP BUILDINGS PLANS SHALL GOVERN. Fi'25'-2 9/16' 25'—e 9/16"_ i 25'—e 9/16" 25'-8 9/16' 25'-8 9/16" 25'—B 9/16 25'-2 9/S6C r r 180'-0" iftl: UO.0 mph Cat.: B 'W: 56.3 Oaf 35.0 pef Cat.: f ne: 3 se Cat.: 4 Loads NONE IT IS THE RESPONSIBILITY OF THE BUILDER / CONTRACTOR TO OBTAIN APPROPRIATE APPROVALS AND NECESSARY PERMITS FROM CITY, COUNTY, STATE, OR FEDERAL AGENCIES, AS REQUIRED. APPROVAL OF VP BUILDINGS DRAWINGS CONSTITUTES THE BUILDER / CONTRACTOR'S ACCEPTANCE OF THE VP BUILDINGS INTERPRETATION OF THE CONTRACT PURCHASE ORDER. ONCE THE BUILDER / CONTRACTOR OR FROM THE PURCHASE ORDER BY THE BUILDER WILL HASE FIRM SIGNED SBILLED TO BUILDINGS DBUILDER /OCONTRACTORVAL PACKA EFOR CHANGES FABRICATION AND / OR SHIPPING SCHEDULE. A PENALTY FEE MAY BE CHARGED MATERIAL, ENGINEERING, AND HANDLING FEES. SUCH CHANGES MAY CAUSE THE PROJECT TO BE MOVED FROM THE 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 COMPATIBILITY CONCERNING ANY MATERIALS NOT FURNISHED BY VP BUILDINGS ARE TO BE CONSIDERED AND COORDINATED BY THE BUILDER / CONTRACTOR OR A/E FIRM, DESIGN CRITERIA CONCERNING THIS INTERFACE BETWEEN MATERIALS IS FURNISHED AS PART UNLELE SS SPECIFIC THE PURCHASE ORDER, VP BUILDINGS ASSUMPTIONS WILL GOVERN. �i THE BUILDER / CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL OTHER PROJECT PLANS AND SPECIFICATIONS o 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 BUILTTEMPDING OMPONENTS IN SUPPORTS ACCORDANCE ITH VBUILDINGS BRBRACINGREQUIRED FORTHECONSTRUCTION" DRAWINGS. BUILDING ERECTIONWILL BE THE E TEMPORARY R RESPONSIBILITY k OF THE ERECTOR TO DETERMINE, FURNISH, AND INSTALL. 5. VP BUILDINGS IS AN APPROVED FABRICATOR WITH THE FOLLOWING CERTIFICATIONS: ICBO FA -240 AISC MB CERTIFIED CITY OF LOS ANGELES TYPE 1 FABRICATOR CITY OF SEATTLE CANADIAN WELDING BUREAU DIVISION 1 CERTIFICATION tNls OI NMI,.INLLumN. 1HE INEORIATION HEREON. COVER SHEET RFlAINS ME PRVERT' OF " eUILDINGs. IT IS PRWDW SOLELY EOR ERMPNG ME eUILMMG BgLO�g DESCRIBED IN ME IPPU1 LE PUROUSE ORDER NID IQCOn WB9C COn S 1- NOt W LIOOIFlED PEPROWCED OR USED MR MN OCHER PURPoEE WIMDIh PRIOR WRMEN MMWAL OF W RUIL➢I 2 l aT.-ER IO 70K1BOx16 inc. 3-30 VP BUILDINGS VARCO—PRUDEN 12:36 M O 9 151 n (7Y� S J 3 (]i 6" On: b033.ca ProjkY: 976 Bldg: 1 Plane: 1 1. CONCRETE. GROUT, ANCHOR BOLTS. AND ANY OTHER EMBEDDED ITEMS ARE TO BE FURNISHED BY OTHERS 2. ANCHOR BOLT DIAMETERS WERE DETERMINED BY ALLOWABLE SHEAR AND TENSION PER AISC SPECIFICATIONS (FY - 38 KSI). ANCHOR BOLT LENGTH AND METHOD OF TRANSFERRING FORCES FROM ANCHOR BOLTS TO FOOTINGS ARE TO BE DETERMINED BY OTHERS. 3. DESIGN LOADS AND REACTIONS ARE FURNISHED ON OTHER DOCUMENTS. 4. FOUNDATION MUST BE LEVEL. SQUARE. AND SMOOTH. ANCHOR BOLTS MUST BE ACCURATELY PLACED AS SHOWN ON THIS DRAWING OR STEEL WILL NOT FIT. nr Finished Floor Elevation = 100'-0" (Unless Otherwise Noted) Tile oravm9 19 Sealed only as to the Components furnished by VP Buildings Building Coos: 97UBC Thi. orii,,09 Includin the Information hereon, Live LO (W/Trib Red) 20.0 psf remains the property of vp Buildings. Call. Ltl (gravity): 0.0 psf It is provided for Erecting the Building Call. Ltl (Uplift): D.0 psf described In the epplicable Purchase Order EV [ Wind Speed: 90.0 mph and shall of be modified. reproduced Wind EXP. Cat.: B Or Used n r any oher Purpose Without Prior pproval of VP auil6in9a. Ground Snow: 58.3 psi he G al sontrfg)0r and/., Elfctoodpd Roof Snow: 35.0 psf 1 fnf pone fi ffaap nip fn a Ein .t Snow Exp • Cat.: 1 ajapo Form W €n t�,i9 )jK 7 8"etaii fe ced "12" Seismic Zone: 3 illi p1 ela •Pr ga �� ie is Ruildina Use Cat.: 4 end_ngT_}n°dygcry s �.�s�da Eeefefoy t�fpar _ I Anchor Bolt QUOTE OESC. BUILDER Teton west Construction, Inc. CUSTOMER Bagley Enter rises LOCATION Rexburg, to VP BUILDINGS PROJECT 4091 Bagley Enterprises 3-30 VARCO-PRU OEN 1 12: 37 1 IF 3 4 FL 2 1 ?" 2 1/2" v in P (4)1" Dia.A-36 A.Bolts Plate L -i' -i" W-9" T-1/2" Elevation= 102'-0" FE 2 1/2" m 21/2' e e L (4)1" Dia.A-36 A.Bolts Plate L-1'-1" W-9" T-1/2" Elevation- 100'-0" 1/8 0 It 03/4" Dia.A-36 A.Bolts Plate L=10" W=8" T=3/8" Elevation= 102'-0" D13 On: b033.ca Pro)ky: 976 Bldg: i Plane: 1 t (A) I" D1a.A-36 A.Bo Plate L-1'-1" W-9" T• Elevation= 102'-0 D2 t 2 1/2' t--tj 21/2" e in 0 Plate Y 1"L Dia ;A-396.Bo i� t 2" Elevation- 100'-0" 2 1/2" PROJECTION (U.O.N.) BOTTOM OF COLUMN BASE PLATE ELEV. � m z J O v TYPICAL ANCHOR BOLT PROJECTION It 5 1/8" N FL (2)3/4" Dia.A-36 A.Bolts Plate L-10" W -B" T-3/8" Elevation= 102'-0" Plate L 4te DS' .i-369 .Boli/2" Elevation= 100'-0" D9 VARIES BOTTOM OF COLUMN BASE PLAT STD = 1/2" FLUSH = 0" TYPICAL COLUMN BASE PLATE DETAIL Y OTHERS Live LoiW/Trib Red) 20.0 psf DIAMETERS WERE DETERMINED BY ALLOWABLE SHEAR AND TENSION PER Coll. Ld (9ravit ): 0.0 psf ICATIONS (FY - 35 KSI). ANCHOR BOLT LENGTH AND METHOD OF Coll. Ld (upliftl: 0.0 psf IG FORCES FROM ANCHOR BOLTS TO FOOTINGS ARE TO BE DETERMINED Wind Speed: 90.0 mph Wind Exp. Cat.: 8 iS AND REACTIONS ARE FURNISHED ON OTHER DOCUMENTS. Ground Snow: 58.3 psf MUST BE LEVEL. SQUARE, AND SMOOTH. ANCHOR BOLTS MUST BE Roof Snow: 35.0 psf PLACED AS SHOWN ON THIS DRAWING OR STEEL WILL NOT FIT. Snow Exp. Cat.: 1 Se ismlc Zana: 3 Builtl i n g.. Uae Cat.: 4 (4)1" Dia.A-36 A.Bolts Plate L-1'-1" W-9" T-1/2" Elevation= 100'-0" DA (4)1" Dia.A-36 A.Bolts Plate L-1'-1" W-9" T -i/2" Elevation= 100'-0" D10 1/2" DIAMETER CONCRETE ANCHORS (NOT BY VP) JE 11/4"�OPE NING WIDTH 1 1/4" NOTE: 1" PROJECTION ABOVE BOTTOM OF JAMB CLIP FRAMED OPENING DETAIL the In/ovmitlon hereon. VP Eu I ldin9e. "for Y+ (4)1" Dia.A-36 A.Bolts Plate L-1'-1" W-9" T-3/8" Elevation= 100'-0" D5 f~" � I� z 1/2' X X- X z z^ IIII io (2)3/4" Dia.A-36 A.Bolts Plate L-10" W-8" T-3/8" Elevation= 102'-0" 011 ' FE 2 1/2" 2 1/2" e in e 0 (4)1" Dia.A-36 A.Bolts Plate L -i' -i" W-9" T-1/2" Elevation- 100'-0" D6 P1 Plate L-iO" W B6' T -3/8"s Elevation= 102'-0" Anchor Bolt OUOTEI OESC. SUIL0ER Teton West Construction Inc. CUSTOMER Bagley Enterprises LOCATION Rexburg, lD yP BUILDINGS PPOJE CL 4093 Bagley Enterprises 3-30 VARCO-PRUpEN 1 12: 37 1 PRIMARY FRAMING SIZE CHART PART -NO FLG THK X WO WEB THK DEPTH APPROX.SHIP START/ENO LENGTH FLSCXi 5/16" X 6.0 ,188 12,1/38,9 12.6 FLIRBX2 3/8" X 5,0 .iBa 39.0/21.9 14.8 1/4" X 5.0 .134 21.8/28.4 20.0 FLIRBX3 1/4" X 5.0 .134 28.4/19.0 20.0 1/4" X 5.0 .250 19.0/34.1 14.8 FLSCX4 5/16" X 6.0 .iB8 12.1/38.9 13.0 FLIPBCX5 .092 X 5.0 2@.092 8.5/8.5 5.9 FLSDCC6 .065 X 5.0 2@.065 8.5/8.5 17.0 FLIDCC7 .055 X 5.0 2@.065 8.5/8.5 17.2 2: A325 BOLT CONNECTION CHART No Oty Diameter Length 1 15 3/4" 2- 2 14 3/4" 1 3/4" 3 16 3/4" 2" 4 2 3/4" 1 3/4" 5 2 3/4" 1 3/4" kgotfaw_ v m O 0 e m V TO m to O LL LL m V N LL N FLiP8CX6 fL1PBX2 _ _ - FRAME CLEARANCES Vertical Clearance Under Frame at FL1CX1 a 14'-7 1/8" Vertical Clearance Under Frame at FL1CX4 as 15'-0 1/16" Vertical Clearance Under Frame at FLIPBCX5 = 17'-8 3/8" Horizontal Clearance Between FLICXI 6 FLiCX4 se 62'-1 1/4" Finished Floor Elevation = 100'-0" (Unless Otherwise Noted) I I I Oi FB4054 Lcl U J LL --------------------------- 2: 12 0 0 uT In m m GO to 0 LL LL 0 TO 0 O u. O LL P IN m lT - FL SRBX3 0 r U a va m Amrveno_ MFX£ 9YR' PEWPMFM9: "Llf, ML .. ePMEs on pNSS FERIp6 W Fr pF INST .. maE t- 9NdE FWGE mape, IAE "Dud", M D' Mwh ove' Ow pay" 9ECMH a NM PCCWPI.NEp 6! (0. .IE�._ nINmm s For ME P1 PE9 BMX mCES Li 1NE iRME ME9 MI OF TME dum s. Af^ AIIPINIFp mer s- xTwMP PdPoSAb £, 1. Al I GE .. IM Tit set . or he MFAMMME •WEB. PITYPICAL FLANGES BRACE OCONNECTIONS _. N I I O I I FB4050 I p p I v LL IU I IJ LL I I I I I 1. --------------------- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ -------------------- P2 - -0 " ___________________102'-0" 102'-0" 102'-0" 102'- L________________________\J _____________________o _______ ❑4 2'-2" 1'-7 7/16" [2 3 1/4" © 4'-0 11/16" ® SEE A325 BOLT CONNECTION CHART Elevation at Frame Line 1 On: b033.ca Pro)ky: 976 Bldg: i Plane: 8 This Oraw1PG as seated only eo m the components Furnished by vp Buiidmaa 1. A325 HIGH STRENGTH BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE NOVEMBER 13. 1985. ALLOWABLE STRESS DESIGN 'SPECIFICATION FOR Building Code: Live LO(W/Trib Red) 97USC 20.0 psf This Drawing. including the information hereon,Guo remains the property of VP Buildings. Frame Elevation TE f Joe f 2. 3, STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS' SECTION S. (d) 0) TURN -DF -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 ADEQUATE TEMPORARY BRACING FOR USE UNTIL CONSTRUCTION IS COMPLETE, IS THE RESPONSIBILITY OF THE ERECTOR. Coll. Ld (gravity): Coll. Ltl (Uplift): Wind Speed: Wind Exp. Cat.: Ground Snow: Roof Snow: snow Exp. cat.: Seismic Zone: Building use Cat.: Auxiliary Load: 0.0 psf 0.0 pat 90.0 mph B 58.3 psf 35.0 psf 1 3 4 NONE It is Provided for Erecting the Bu i td Sng described in the applicable Purchase Gr der and mall hoc be modified. reproduced or use For any other purpose Without Prior Mrutan Aoorevet of w Building.. Th. c n rel gontr or d/or Ea ctor la Sf� i wnsicOie FaI" gnod pkgan filo i �r Ei^ file u l)�IK9 q toren 71Fn C� 8 Ont YS ts,onced this ore Win ennG$4Tiin5oUet4ryP¢@a °inose �r€n)r,io r'* ire oi`t e¢Por.rytpPc?"nq4 °d sng ie;; c ct BmtDEg Ev oni By Desc. Teton West Construction, Inc. VP BUILDING$ VARCD-PRUCEN GATE 03/30/99 CUSTOMER Bagley Enterprises riRE 12: 37 loui[Gu ReXbUr IO on AX/cnecw PROJECT 4091 Bagley Enterprises 3-30 pcatE NT5 ell uonlc 70%180%18 PAGE PRIMARY FRAMING SIZE CHART A325 BOLT CONNECTION CHART FRAME CLEARANCES_ op ... .nEmpP ..Y Xm.R PART -NO FLG THK X WO WEB THK DEPTH APPROX.SHIP No Oty Diameter Length Vertical Clearance Under Frame at FL8PBCX44 se 17'-B 3/8" START/END LENGTH 1 4 1/2" 1 1/2" Finished Floor Elevation = 100'-0" (Unless Otherwise Noted) �✓ DCC38 .059 X 5.0 2@.059 8.5/8.6 14.5 2 6 3/4" 1 3/4" � FL8RBX39 .134 X 5.0 .164 11.0/11.1 35.5 3 4 1/2" 1 1/2" ,�,,;,,"'"""`L1WA FLBRBX40 3/16" X 5.0 .134 11.1/11.0 35.5 4 4 1/2" 1 1/2" DCC38 .059 X 5.0 2@.059 8.5/8.6 14.5 5 4 1/2" 1 1/2" 11tea, ___vXm FLBOCC42 .065 X 5.0 2@.065 8.5/8.5 18.3 .1 d88.n. RAX¢ eaAR AWse Errts FL8DCC43 .065 X 5.0 2@.065 8.5/8.5 18.3 W.Efl-,u�PaKLa C. msuatareua . IBL nmA ON PIAE/R- 4MGF TWICE BWCES ME MWWEa MTM PIRI WVII M RMS 9FLII4aX 5 XaL ACCWPµEO ai (Y). FLBPBCX44 .055 X 5.0 2@.065 8.5/8.5 5.9 mi�s- f1µsE ewm as Taooao eow soca R mE me wR Mlu' Payr Xae� a ACCOUPAXiEo BY D). �% W,ENEI£P fasid E M. uII a B 1 .1 1XE CEM EA Of ME NNANE XY 9- WNMLNA PMSIdE PNQ Ml I. aPKE4 OX ME XME Att N 1XL fPLYE Ma. TYPICAL FLANGE BRACE CONNECTIONS ❑4 2'-2" Q3 1'-7 7/16" ❑2 3 1/4" ❑1 4'-0 ll/16" ® BEE A325 BOLT CONNECTION CHART On: bO33.ca ProSky: 976 Bldg: 1 Plane: 15 Elevation at Frame Line 8 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 B. (tl) (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. Builtling Code: 97UBC Live LO (W/Trib Rea) 20.0 psf Call. Ltl (gravity): 0.0 psf Coll. Ltl (uplift): 0.0 psf Wind Speed: 90.0 mph Wind Exp. Cat.: B Ground Snow: 58.3 psf Root Snow: 35.0 paf 1 Snow s Exp Zone: Seismic Zane: 3 BuildingUse Cat.: 4 Auxiliay Load: NONE Thior..Iny, including the infornation nerepn. remains the Property of VP Buildings. is ie provaded Tor Erecting the euudma en rmad in the applicable Purchase ord.r and shat] not be modified. reproduced r used for any other purpose Without Prior or Approval of vv eodmmEro ns c g al concr or naaor Eector i T arms p{ Taa°r ... to gpod QQ e G 6ksan S m ,n ;L'tS^tnI= ui1 1Kg • w K L� 8"et°Tia r gareds 1O �'is is si4 S� q -ble w Bin Or °an °a (na try $$�an� d$ Taorno Eo 8"'M44", :�TN%p }nq�u�i"g ina cprreLt me Frame Elevation GOOTE a Jae a BUILDER REV mr er Gtsc. Teton West Construction, Inc. -5 GATE 03/30/99 2: f2 TIME 12: 37 2:12 ORAw/cnacw PROJECT 4091 Bagley Enterprise 3-30 SCALE NTS BUILDING 70%180x18 ©f2 _ N - A 0 t0 O 0 03 D) O LL LL O ED O O 0 0 0 LL O CRI 0 m DO O U ON LL _ — — _ _ LL 0 N N CO ti LL FLBRB%99 _ __ _ _ _ _ _ U m FLBRBX40 F68PBCXA4 n1 I I I i � I c U p I U O MI O _J DO m J n UI u' LL lU N 01 1❑ I I 2,_0�-----------102.-0„-------------------lo2'-0X--------- i�ml Y I 102,Lj � ❑4 2'-2" Q3 1'-7 7/16" ❑2 3 1/4" ❑1 4'-0 ll/16" ® BEE A325 BOLT CONNECTION CHART On: bO33.ca ProSky: 976 Bldg: 1 Plane: 15 Elevation at Frame Line 8 1. A325 HIGH STRENGTH BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE NOVEMBER 13, 1985, ALLOWABLE STRESS DESIGN 'SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS' SECTION B. (tl) (1) TURN—OF—NUT TIGHTENING'. 2. USE 1/2' DIA. A307 BOLTS FOR PURLIN TO FRAME, GIRT TO FRAME, AND GIRT TO CLIP CONNECTIONS UNLESS NOTED OTHERWISE. SEE JOB DETAILS FOR BOLT LENGTHS. 3. INSTALLATION OF ADEQUATE TEMPORARY BRACING FOR USE UNTIL CONSTRUCTION IS COMPLETE. IS THE RESPONSIBILITY OF THE ERECTOR. Builtling Code: 97UBC Live LO (W/Trib Rea) 20.0 psf Call. Ltl (gravity): 0.0 psf Coll. Ltl (uplift): 0.0 psf Wind Speed: 90.0 mph Wind Exp. Cat.: B Ground Snow: 58.3 psf Root Snow: 35.0 paf 1 Snow s Exp Zone: Seismic Zane: 3 BuildingUse Cat.: 4 Auxiliay Load: NONE Thior..Iny, including the infornation nerepn. remains the Property of VP Buildings. is ie provaded Tor Erecting the euudma en rmad in the applicable Purchase ord.r and shat] not be modified. reproduced r used for any other purpose Without Prior or Approval of vv eodmmEro ns c g al concr or naaor Eector i T arms p{ Taa°r ... to gpod QQ e G 6ksan S m ,n ;L'tS^tnI= ui1 1Kg • w K L� 8"et°Tia r gareds 1O �'is is si4 S� q -ble w Bin Or °an °a (na try $$�an� d$ Taorno Eo 8"'M44", :�TN%p }nq�u�i"g ina cprreLt me Frame Elevation GOOTE a Jae a BUILDER REV mr er Gtsc. Teton West Construction, Inc. VP BUILDINGS VARCD—PRUDEN GATE 03/30/99 CUSTOMER Bagley Enterprises TIME 12: 37 LOCATION Rexburg, ID ORAw/cnacw PROJECT 4091 Bagley Enterprise 3-30 SCALE NTS BUILDING 70%180x18 PAGE PRIMARY FRAMING SIZE CHART PART -NO FLG THK X WO WEB THK DEPTH APPROX.SHIP START/ENO LENGTH CX8 3/811 X 7.0 .188 12.1/39.9 14.4 FL2RBX9 3/8" X 7.0 .18B 42.0/22.9 14.8 1/4" X 7.0 .134 22.8/15.2 20.0 FL2RSX10 1/4" X 6.0 .134 15.3/19.9 20.0 3/8" X 6.0 .iS8 20.0/42.1 14.8 CX11 3/8" X 7.0 .188 12.1/39.9 14.4 PBCX12 .120 X 5.0 2@.120 8.5/8.5 5.9 (2) FB4070 A325 BOLT CONNECTION CHART FRAME CLEARANCES NO Oty Diameter Length Vertical Clearance Under Frame at CX8 = 14'-4 1/4" 1 24 3/411 2" Vertical Clearance Under Frame at CX11 = 14'-4 1/4" 2 6 3/4" 2" Vertical Clearance Under Frame at PBCX12 = 17'-B 3/611 3 20 3/4" 2" Horizontal Clearance Between CX8 6 CX11 = 61'-11 3/15" Q Finished Floor Elevation - 100'-0" (Unless Otherwise Noted) Q V o m Q o m (^ LL m N PBCX12 __ _ r FL2PBX��� I I I I I I xl U I I I I L 9 © 8 1/2" [_41 2.-21, Q 1'-7 7/16" ® 3 1/4" Q 4'-0 11/1611 ® SEE A325 BOLT CONNECTION CHART On: b033.Ca Projky: 976 Bldg: 1 Plane: 9 rufrf micE PLaaa clam RA 1- NL MVR ma qi µO55 ld". S W5T BE XfaTI.11FD. PIAE 4- 9XdE f WpL . a ME PEWIREO VMs PIR! Ymm p CRMS SFCTOX 6 N% ICCf h.l dy (3). PWE } yµVB-L BRI[£5 ME PEOVRO BOM . K ME @ANE WEB WEII PIRL WLIX IS 4GOXPONIf➢ B! ('Q. IFILE e- BI.. I.PuL PNCE SIN BCE BP um B .. 1 site . Of ME 9ACLBE R 5- NNLNRfA PK4AE IUCE ALL SMVE BP.WES ON MC SVAC 91LE Of ML fP.WE ME& TYPICAL FLANGE BRACE CONNECTIONS FL2RBX10 m N I I I O (2) FB4070 I I I I" U U I I I i - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 9 7n, -n" NOVEMBER 13, 1985. ALLOWABLE STRESS DESIGN 'SPECIFICATION FOR Live STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS' SECTION B.(d)(1) Coll 'TURN -OF -NUT TIGHTENING'. Coll 2. USE 1/2' DIA. A307 BOLTS FOR PURLIN TO FRAME, GIRT TO FRAME, AND GIRT TO Wind CLIP CONNECTIONS UNLESS NOTED OTHERWISE. SEE JOB DETAILS FOR BOLT LENGTHS. Wind 3. INSTALLATION OF AOEOUATE TEMPORARY BRACING FOR USE UNTIL CONSTRUCTION Grou Elevation at Frame Line 2 awing 1s sealed Only ae to the Components furnished ny VP Buildings Doe: 97UBC Thia Drawing. indludin the information hereon. Trib Red) 20.0 psf remains the property of VP Buildings. gravity): 0.0 paf it is r li0d for Erecting the Building Uplift): 0.0 Def desprlgad in the applmabla Purchese Order 90.0 mph ordused for Denys other purporan' ep ithout prior Cat.: B written epp,..l f VP Buildings. W: 59.3 paf ne G al sontr or end/eor Ea for 35.0 Def J i"€ pons€BS ser €e good Cat... t Y,4� S% G 6€� n98Em 4€n in thla ne: 3 O g O t°Pis rfi€er°en"cod in la orawin se Cat.: 4 an. °4��i�5yIt pScan?gl'ei°p r€;f�7n DitB1I` Frame Elevation DEBC. BU IL1..I wee♦ r,. .. VP BUILDINGS VARCO-PqU OEN a 1 12: 37 I Q Q m m O O O N N m m Q O O m Q2 m e LL V m _ u rufrf micE PLaaa clam RA 1- NL MVR ma qi µO55 ld". S W5T BE XfaTI.11FD. PIAE 4- 9XdE f WpL . a ME PEWIREO VMs PIR! Ymm p CRMS SFCTOX 6 N% ICCf h.l dy (3). PWE } yµVB-L BRI[£5 ME PEOVRO BOM . K ME @ANE WEB WEII PIRL WLIX IS 4GOXPONIf➢ B! ('Q. IFILE e- BI.. I.PuL PNCE SIN BCE BP um B .. 1 site . Of ME 9ACLBE R 5- NNLNRfA PK4AE IUCE ALL SMVE BP.WES ON MC SVAC 91LE Of ML fP.WE ME& TYPICAL FLANGE BRACE CONNECTIONS FL2RBX10 m N I I I O (2) FB4070 I I I I" U U I I I i - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 9 7n, -n" NOVEMBER 13, 1985. ALLOWABLE STRESS DESIGN 'SPECIFICATION FOR Live STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS' SECTION B.(d)(1) Coll 'TURN -OF -NUT TIGHTENING'. Coll 2. USE 1/2' DIA. A307 BOLTS FOR PURLIN TO FRAME, GIRT TO FRAME, AND GIRT TO Wind CLIP CONNECTIONS UNLESS NOTED OTHERWISE. SEE JOB DETAILS FOR BOLT LENGTHS. Wind 3. INSTALLATION OF AOEOUATE TEMPORARY BRACING FOR USE UNTIL CONSTRUCTION Grou Elevation at Frame Line 2 awing 1s sealed Only ae to the Components furnished ny VP Buildings Doe: 97UBC Thia Drawing. indludin the information hereon. Trib Red) 20.0 psf remains the property of VP Buildings. gravity): 0.0 paf it is r li0d for Erecting the Building Uplift): 0.0 Def desprlgad in the applmabla Purchese Order 90.0 mph ordused for Denys other purporan' ep ithout prior Cat.: B written epp,..l f VP Buildings. W: 59.3 paf ne G al sontr or end/eor Ea for 35.0 Def J i"€ pons€BS ser €e good Cat... t Y,4� S% G 6€� n98Em 4€n in thla ne: 3 O g O t°Pis rfi€er°en"cod in la orawin se Cat.: 4 an. °4��i�5yIt pScan?gl'ei°p r€;f�7n DitB1I` Frame Elevation DEBC. BU IL1..I wee♦ r,. .. VP BUILDINGS VARCO-PqU OEN a 1 12: 37 I PRIMARY FRAMING SIZE CHART PART -NO FLG THK X WO WEB THK DEPTH APPROX.SHIP START/ENO LENGTH CX13 3/8" X 7.0 .188 12.1/39.9 14.5 FL3RBX14 3/8" X 7.0 .iBB 41.0/22.9 14.8 1/4" X 7.0 .134 22.8/16.2 20.0 FL3RBX15 1/4" X 6.0 .134 16.3/19.9 20.0 3/B" X 6.0 .188 20.0/42.1 14.8 CX11 3/8" X 7.0 .188 12.1/39.9 14.4 PBCX12 .120 X 5.0 2@.120 8.5/8.5 5.9 A325 BOLT CONNECTION CHART FRAME CLEARANCES o No Oty Diameter Length Vertical Clearance Under Frame at CX13 = 14'-5 1/4" 1 24 3/4" 2" Vertical Clearance Under Frame at CX11 - 14'-4 1/4" 2 6 3/4" 2" Vertical Clearance Under Frame at PBCX12 = 17'-8 3/13" 3 20 3/4" 2" Horizontal Clearance Between CX13 6 CX11 as 61'-11 3/15" LL —_ m LL Finished Floor Elevation as 100'-0" (Unless Otherwise Noted) a.u¢ Gwx'uned.. BOLE I- ru .. .NGLs on .1 sLClwrs wasr eE Lmu+m. Ln i- sm. EWP.e ®LCEa ME gEWIPW .. PM NA41(d radia 9FCIpN la Xa, IGCWPIHEO. (q). W ]- ELWGE R mc$ Kf RE Ace a LE ow Cf lNF o nE cargo or PWI upo . YU]NPNIIEo BY Ox RJ- I- . .1 PoS R OK TN0.E NEES A, rNE CaBFR OE ' E a111LINC. a- NNENaQ PWSYNE PUCE 41 SNGf aPMEa oN NIL SW.[ 9CL M ML iMNC NFN. TYPICAL FLANGE BRACE CONNECTIONS ❑5 8 1/2" o p p 2,-2" 2.. fz _ En m Q N N Go N N m O QN m O O N N m LL LL N Q p ❑2 ❑1 Q ag LL in m O u. V Do LL LL —_ m LL 1. 2. 3. Or Building Code: 97USC Live Ltl (W/Trib Red 20.0 psi Call. Ltl (9ravityl: 0.0 paf Coll. Ltl (uplift 0.0 psi 1 Wind Speed: 90.0 mph Wind Exp. Cat.:. B Ground Snow: 58.3 Oaf Roof Snow: 35.0 sf p Snow Exp. Cat.: 1 Seismic Zane: 3 Building Use Cat.: 4 This Drawing, including the information hereon, remesna the orogarty or w ew ieange. it is gr visas for Erecting the BuI.Mg deacri ea in me applicable Purche. order and snail not be modified, reproduced r used for any other purpose without prior written Approvag ar WP Buildings. sa G e ai cont. r dao. ca ctor } } cons}e)e fe:^ (!e gage p w r&man Bdm g } this °}I 'nlXsqq 9 eL FR 6n in re 9.rae^IaB m (anis Drewm . a5$w }$1( 8V05}� yPSvlQaie� Eeioo LPno€oce+ie pgopeer_oreEt+or. pnc lutlln9 �(a tt 6.. Frame Elevation I rn I GuoTE a JOB I euaoEn Ev onr ev oesc. Teton West Construction, Inc. I (2) FB4070 Gare 03/30/99 cusrsxEe Bagley Enterprises TINE 12: 38 LOCATION Rexburg, IO (2) FB4070 I I o I SCALE L,rc BYILOING �� Xen Xp I I xI I Ix SFB3034 I U I LI � I N I I r ----------------------------------------------------------------- ❑5 8 1/2" ❑4 2,-2" ❑3 1'-7 7/16" ❑2 ❑1 3 1/4" 4'-0 i1/16" ® SEE A325 BOLT CONNECTION CHART Elevation at Frame Line 3 On: bO33.ca Proiky: 976 Bldg: 1 Plane: 10 This Drawing is sealae only as to the comoonante furnished by WP smldinse 1. 2. 3. A325 HIGH STRENGTH BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE NOVEMBER 13. i985. ALLOWABLE STRESS DESIGN 'SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS' SECTION B. (d) (1) TURN -OF -NUT TIGHTENING'. USE 1/2' DIA. A307 BOLTS FOR PURLIN TO FRAME, GIRT TO FRAME, AND GIRT TO CLIP CONNECTIONS UNLESS NOTED OTHERWISE. SEE JOB DETAILS FOR BOLT LENGTHS. INSTALLATION OF ADEQUATE TEMPORARY BRACING FOR USE UNTIL CONSTRUCTION IS COMPLETE, IS THE RESPONSIBILITY OF THE ERECTOR. Building Code: 97USC Live Ltl (W/Trib Red 20.0 psi Call. Ltl (9ravityl: 0.0 paf Coll. Ltl (uplift 0.0 psi 1 Wind Speed: 90.0 mph Wind Exp. Cat.:. B Ground Snow: 58.3 Oaf Roof Snow: 35.0 sf p Snow Exp. Cat.: 1 Seismic Zane: 3 Building Use Cat.: 4 This Drawing, including the information hereon, remesna the orogarty or w ew ieange. it is gr visas for Erecting the BuI.Mg deacri ea in me applicable Purche. order and snail not be modified, reproduced r used for any other purpose without prior written Approvag ar WP Buildings. sa G e ai cont. r dao. ca ctor } } cons}e)e fe:^ (!e gage p w r&man Bdm g } this °}I 'nlXsqq 9 eL FR 6n in re 9.rae^IaB m (anis Drewm . a5$w }$1( 8V05}� yPSvlQaie� Eeioo LPno€oce+ie pgopeer_oreEt+or. pnc lutlln9 �(a tt 6.. Frame Elevation GuoTE a JOB I euaoEn Ev onr ev oesc. Teton West Construction, Inc. VP BUILDINGS VARCp—PRUpEN Gare 03/30/99 cusrsxEe Bagley Enterprises TINE 12: 38 LOCATION Rexburg, IO GBAw/cnwX PB'JECi 4091 Ba lB Enterprises 3-30 SCALE L,rc BYILOING �� Xen Xp paGE nT Xa mad mm f4AEF mss RE0.... RVIE I- 'or" NN4 ou" M CROA 3[CIGE Er a[ 1 .WED. LLF e- o TWICE m1S5 ME .SWNEY .. PAPI . on . 9ECIIon tl XOi IMpIPIN6 m (D. P h {WYE IW ES ME MOUSE➢ EOIN 9m5 CF TIE rest Me A EN Pun uses IS IGANEM EE aI M ME E- ...a PJSS" PLKK I NOUE sm. Ins. Imt 1. Or ME Me.. Pput 5- MNENn4A PKSmE hACe ML SNOIE aP/IXS ON sm SINE SINE M THE rosm Me. TYPICAL FLANGE BRACE CONNECTIONS PRIMARY FRAMING SIZE CHART 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 CX1S - 14'-5 1/4" START/END LENGTH 1 24 3/4" 2" Vertical Clearance Under Frame at CX21 as 14'-4 1/4" CXSB 3/8" X 7.0 .188 12.1/39.9 14.5 2 5 3/4" 2" Vertical Clearance Under Frame at PBCX22 as 17'-8 3/8" RBX19 3/8" X 7.0 .SBS 41.0/22.9 14.8 m 3 20 3/4" 2" Horizontal Clearance Between CX18 6 CX21 as 61'-11 3/16" 1/4" X 7.0 .134 22.8/16.2 20.0 m m Finished Floor Elevation = 100'-0" (Unless Otherwise Noted) RBX20 1/4" X 5.0 .134 16.3/19.9 20.0 3/8" X 6.0 .188 20.0/42.1 14.8 CX21 3/8" X 7.0 ,iB8 12.1/39.9 14.4 M PBCX22 .120 X 5.0 2@.120 8.5/8.5 5.9 nT Xa mad mm f4AEF mss RE0.... RVIE I- 'or" NN4 ou" M CROA 3[CIGE Er a[ 1 .WED. LLF e- o TWICE m1S5 ME .SWNEY .. PAPI . on . 9ECIIon tl XOi IMpIPIN6 m (D. P h {WYE IW ES ME MOUSE➢ EOIN 9m5 CF TIE rest Me A EN Pun uses IS IGANEM EE aI M ME E- ...a PJSS" PLKK I NOUE sm. Ins. Imt 1. Or ME Me.. Pput 5- MNENn4A PKSmE hACe ML SNOIE aP/IXS ON sm SINE SINE M THE rosm Me. TYPICAL FLANGE BRACE CONNECTIONS VP BUILDINGS VARCD—PRUDEN 1 12: 38 1 0 0 0 0 Y OU ED Q p N LL LL p m m m p m 01LL O LL ED o v 4 m m RBX20 LL R M GO O O i (2) FB4070 I I in m ml N 5FB3034 x cxi U � I I I N I I I I � I I IIj L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ 70'-0" 8 1/2" n4 2,-2" ❑3 1'-7 7/16" © 3 1/4" Q 4'-0 11/16" Elevation at Frame Line 4 ® SEE A325 BOLT CONNECTION CHART On: bO33.ca Projky: 976 Bldg: f Plane: it This Drawing is Sealed only as to ins components furnished by VP Buildings I. 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/Trlb Red) 20.0 This Droving. includfn the information hereon. remains the VP Buildings. Frame Elevation STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS' SECTION B. (d) (1) Call. Ltl (gravity): psf 0.0 psf property of EV oar BY eunDEs DESC. Teton West Construction, If TURN -OF -NUT TIGHTENING'. Coll. Ltl [uplift!: D.0 psf It to Provided for Erecting the euvdm deathbed m the eppupame Purchese Order 2. USE 1/2' DIA. A307 BOLTS FOR PURLIN 70 FRAME, GIRT TO FRAME. AND GIRT 70 Wind speed: 90.0 mph and shall net be modified, reproduced IOU TONER Bagley Enterprises CLIP CONNECTIONS UNLESS NOTED OTHERWISE. SEE JOB DETAILS FOR BOLT LENGTHS. Wind Esp. Cat.: B or uses for any other purpose ,ithout prior written Approval f VP Buildings. 3. INSTALLATION OF ADEQUATE TEMPORARY BRACING FOR USE UNTIL CONSTRUCTION Ground Snow: 58.3 psf C_;!_ 55 Rexburg, ID IS COMPLETE. I8 THE RESPONSIBILITY OF THE ERECTOR. Roof Snow: 35.D psf nee el BGontr Or and/or Ea ctor Isp ponspc'I fel" occur pa good Opp Snow EAR.Cat.: 1 pK q�*Ianpo�p me ppp�eFR t6his ngo`TeP ° 8ntapia " (Ilia PBDJEci Se iamic Zane: 3 r p or r n@ gm ds . n o <ai9: 4091 Bagley Enterprises 3- i din Use Cat.: 4 _°end eiTl11S1us�rypgEeed9ca� PP EAwng, io • ,,,,,, VP BUILDINGS VARCD—PRUDEN 1 12: 38 1 PRIMARY FRAMING SIZE CHART PART -NO FLG THK X WD WEB THK DEPTH APPROX.SHIP START/END LENGTH CXSB 3/8" X 7.0 .188 12.1/39.9 14.5 RSX19 3/8" X 7.0 .180 41.0/22.9 14.8 1/4" X 7.0 .134 22.0/16.2 20.0 RBX20 1/4" X 6.0 .134 16.3/19.9 20.0 3/6" X 6.0 .188 20.0/42.1 14.8 CX21 3/8" X 7.0 .188 12.1/39.9 14.4 PBCX22 .120 X 5.0 2@.120 8.5/8.5 5.9 (2)FB4070 SF83034 .i .K iunw imea (0 n.n m •� A325 BOLT CONNECTION CHART FRAME CLEARANCES "` Pana. No Oty Diameter Length Vertical Clearance Under Frame at CX18 = 14'-5 1/4" 1 24 3/4" 2" Vertical Clearance Under Frame at CX21 - 14'-4 1/4" 2 8 3/4" 2" Vertical Clearance Under Frame at PBCX22 = 17'-B 3/8" 3 20 3/4" 2" Horizontal Clearance Between CX18 6 CX21 - 61'-11 3/16" Finished Floor Elevation - 100'-0" (Unless Otherwise Noted) 3 1 3 0 0 0 0 - „ 0 0 4•' 1 N N v 0 ^ mLL LL 00 01 m m v m O N v m m m v v ILL LL _ LL Q m R8X20 mLL N PBCX22 RBX19 I Zai 05 8 1/2" ❑4 2.-2" ❑3 1'-7 7/16" © 3 1/4" n 4'-0 11/16" ® SEE A325 BOLT CONNECTION CHART On: b033.Ca Projky: 976 Bldg: 1 Plane: 12 SIHUwIJHAL. JU1NIa U51NO ASTM A325 OR A490 BOLTS- SECTION 8. (o) (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. O les Elevation at Frame Line 5 Into Orabmy ze Sable, only ae t° .De DoMbh.,te rurnfeb.d by VP 11m1em9a Building Code: 97USC Tnla Drax ing, one lua In the In rornatlpn Hereon. Live LCI(W/Trib Red) 20.0 psf renema the perry of VPBuildings.Coll. Lo (upliftyyl: 0.0 psf a n Provided far Erectfns the euilefn Coll. Ltl (upliftl. 0.0 psf descrm Wind Speed: 90.0 Mph and an.']d In the eppucae le Purcnaea ar�er not be romped, ..Produced Wind Exp. Cat.: B or Used ror any other Purpoee RithO.orf or written Approval r vP em ldmse. Ground Snow: 58.3 psf Ira a n rel yontr or and/., Ea ctor Roof Snow: 35.0 psf S i Ponaicof reg i eood Snow Exp Cat.: 1 f Ikobn mP in E,n senla p�! pp Gfih tR Seismic Zone: 3 6F}.ifKe 8Fta00 RF�Shrae fn E . o a Building Use Cat.: 4 ::4t1.d 11ry"s thoe, ag o;F€af�4Bo Ft;l' O f4N£ ePA[E PEPAN CNEMS Nm INLE ]- Nt .. I.. M doss pon. Rvn BE W3IWE0. RUE z- be. EV NCE .1 uE PFWIE... %At Robe be babas YLIIa. a a. IGCCMFIME° IN ul. flUl£ ]- iLV WR B.vpEEa .q b RobUaaROM ..a Ef ME . ..R1 EN L4 . la AUCNGMYEI IN (z). ME R- R ERMR PoSEIEIE PUCE Rab" BMCES . ME Cana, Or 1,t 9J.. YIF a- ZENLWG POS9&L ,VSE N1 aM]L B.R ON ME.. C ME i.R . TYPICAL FLANGE BRACE CONNECTIONS I I I I (2) FB4070 I I I N v I I I Frame Elevation OESC. I BUILDER .—I n ` VP BUILDINGS VARCC—PqU OEN I 1 12: 38 1 2. 3. PRIMARY FRAMING SIZE CHART PART -NO FLG THK X WD WEB THK DEPTH APPROX.SHIP CX13 3/8" X 7.0 .188 5TA12.1/39.9 LE14.5 FL6RBX29 3/8" X 7.0 .188 41.0/22.9 14.8 1/4" X 7.0 .134 22.8/16.2 20.0 FLSRBX30 1/4" X 6.0 .134 16.3/19.9 20.0 3/8" X 6.0 .188 20.0/42.1 14.8 CX11 3/8" X 7.0 .188 12.1/39.9 14.4 PBCX12 .120 X 5.0 2@.120 8.5/8.5 5,9 (2) FB4070 SF83034 ■ i4 A325 BOLT CONNECTION CHART No 0tY Diameter Length 1 24 3/4" 2- 2 6 3/4" 2" 3 20 3/4" 2" PA FRAME CLEARANCES Vertical Clearance Under Frame at CX13 - 14'-5 1/4" Vertical Clearance Under Frame at CX11 = 14'-4 1/4" Vertical Clearance Under Frame at PBCX12 - 17'-8 3/8" Horizontal Clearance Between CX13 6 CX11 - 61'-11 3/16" Finished Floor Elevation - 100'-0" (Unless Otherwise Noted) 2 12 La _ 8 1/2" 2--2- 1'-7 7/15" 3 1/4" 4'-0 11/15" ® SEE A325 BOLT CONNECTION CHART ln: bO33.ca Pro)ky: 976 Bldg: 1 Plane: 13 A325 HIGH STRENGTH BOLTS SHALL BE TIGHTENED INACCORDANCEVEMWITH THE STRUCTURALER 3JOINTS USINGr.5. WASTM A325ABLE SOR A490NBOLTSCISECTIONFICATIONaFTtl1111 'TURN -OF -NUT TIGHTFNTN• Elevation at Frame Line 6 Thfe Bravpng 1e SeaTed Only aP to the COmoonents furnlfi"e0 by VP Buildings 0 0 97UBC v 0 0 This orewfng. including the fnfLrmatlon hereon. remaMe the property VP m O O N O to m � LL Oti !nN U0 PLL N N m LL O O O m U 0 m LL 2 12 La _ 8 1/2" 2--2- 1'-7 7/15" 3 1/4" 4'-0 11/15" ® SEE A325 BOLT CONNECTION CHART ln: bO33.ca Pro)ky: 976 Bldg: 1 Plane: 13 A325 HIGH STRENGTH BOLTS SHALL BE TIGHTENED INACCORDANCEVEMWITH THE STRUCTURALER 3JOINTS USINGr.5. WASTM A325ABLE SOR A490NBOLTSCISECTIONFICATIONaFTtl1111 'TURN -OF -NUT TIGHTFNTN• Elevation at Frame Line 6 Thfe Bravpng 1e SeaTed Only aP to the COmoonents furnlfi"e0 by VP Buildings Building Code: 97UBC Live Ltl LW/Trib Red) 20.0 p9f This orewfng. including the fnfLrmatlon hereon. remaMe the property VP Call. Ltl (Uplifty): 0.0 paf of Buildtnga. COIL. Ltl (Uplift!, W, Speed: Spee O: 0.0 def 90.0 ]t 1s provided for Erecting the auildlog described in the app llcebb Purcnace Grdar Wind Exp. Cat.: mpn B d shall not be modvfed, reproduced or used for any other purpose Without prior Ground Snow: 58.3 def Written AoProvet of VP Buildings. Root Snow; Snow Exp. Cat.: 35.0 paf The7G%T °i a°"on I�F°r tefd/oruEaEe for �+gQrEme" °n Seismic Zone: 1 iW }K �h ��" t"]sBoed Building Use Cat.: 3 4 , Y 9' 6"tiYi#°��"iS�BnWT)d" 2R')$ts p a m ,°,),) :4e1#:SP.Ig-�P..�_!]p!G9a �ract.°n bele n9: SCALE Frame Elevation GE9C. eUiLpEaL _ .__ X U pWI£ BRV,E RFCURMINIS � - RV4] 1 ]- NL ro, — W q°55 SECI[N5 YVS! BE yRi,U1[0. UE - BNLaE Wlae BRVS9 ME 16MIIPEU MIIEN ppYl Yqy on EppSS YLTON B NM ACCCNPAVFp 81(2). R Poe ME A°VRp BOM gpES C( ME !PANE WEe WUI pµT WR( a a°dpypSNdp io 121 A X �- M1EXhER PoESi&E PNCE SINCIE BPMES igyA01 ME LENRA 0! ME BAWNO. RN£ 5- MHphq pgyp[ PIAU Ny ieR BeoeS ON ME .CE AR Cf 4E lW WEB. TYPICAL FLANGE BRACE CONNECOONS (2) FB4070 g VP BUILDINGS VARCO-PRU DEN I 1 12: 38 1 PRIMARY FRAMING SIZE CHART PART -NO FLG THK X WD WEB THK DEPTH APPROX.SHIP START/END LENGTH CX8 3/8" X 7.0 .188 12.1/39.9 14.4 FL7RBX34 3/8" X 7.0 .188 42.0/22.9 14.8 1/4" X 7.0 .134 22.8/15.2 20.0 FL7RBX35 1/4" X 6.0 .134 15.3/19.9 20.0 3/8" X 6.0 .188 20.O/42.1 14.8 CX11 3/8" X 7.0 .188 12.1/39.9 14.4 PBCX12 .120 X 5.0 2@.120 8.5/8.5 5.9 A325 BOLT CONNECTION CHART No Gty Diameter Length 1 24 3/4" 2" 2 6 3/4" 2" 3 20 3/4" 2" FRAME CLEARANCES Vertical Clearance Under Frame at CX8 = 14'-4 1/4" Vertical Clearance Under Frame at CX11 = 14'-4 1/4" Vertical Clearance Under Frame at PBCX12 = 17'-B 3/8" Horizontal Clearance Between CX8 & CX11 - 61'-11 3/16" Finished Floor Elevation - 100'-0" (Unless Otherwise Noted) Q M SMACE ROMARD ENR: MIRE%R- 9XgE NIpE musts ow babse APES IRWIFm'µNFN TAN NWt.g1 9049 ACIIeN q XOL KIXMPM'EL BY (3). RULE I- =Ma aRK6 ME PiOUma' eM ades oFME .I WEa . PAwT . Is .PANsp . <u -LI A- mpfVEA .9 `aM SIwa OWES Ios. ME ONTIR OF ME SAMMOM IE I- wM.d,EP MISS. PIKE NL I. G. ON ME SYAc .. CF ME was, Iso, IYPICAL FLANGE BRACE CONNECTIONS w 11 9 v Q m m o 0 0 N N ❑4 2'-2" Q O1 m him LL m O Q O m m t9m O tUJ N 2 CO Q $ m 1'-7 7/16" LL LL cu _ _ _ — — — — — FL 7RBX35 m LL u. N _ 3 1/4" m I ❑1 4'-0 11/15" ® SEE A325 BOLT CONNECTION CHART I CO On: b033.ca Pr Ojky: 975 Bldg: 1 Plane: 14 O O (2) FB4070 (2) F84070 I � I I In ml X Building Code: 97UBC Live Ltl IW/Trib Red) 20.0 psf Coll. Ltl (9ravit ): 0.0 psi Call. Ltl (uplift 0,0 psf Wino Speed: 90.0 mph Wind ENO. Cat.: B Ground ow: 58.3 psf Roof Snow: 35.0 psf Snow EAP. Cat.: I Saismic Zana: 3 Building Use Cat.: 4 Auzillary Load 9 NONE Thu Drawing. fnclumn the information hereon. remains the Property o€VP Building.. It is Provided for Erecting the Buildingg described In the applicable Purchase order end shall not be modified, reproduced03/30/99 or used for any other purpose without prior written Approval of vP em tdmga. ae a at aontr r ane/or Ea ctor 1 Fei Pen fEie ee� @k good 8uil�iKgliprk m�q�i,'mp In jjAlpi a"ie 3.R 1 iE1"i;} VP g s°a;Ieds c"is °o ie.�e aro •)e RRI) $$nc4lOuaiag ?mist f:ya"Sttlus. f iron P.- g... no .xX ❑ I JOB F BUILDER EV OAL Br DIEGO. Teton West Construction, IOC. VP BUILDINGS VARCO—PRUpEN X U I nxE 12:39 LocATlox Rexburg, ID OPAw/CXECK I I I N I i PARE I I I I I L_ — — _ _ — — — — — — — — — — — — — — — — — — — — — — — — — — _ _ ❑5 6 1/2" ❑4 2'-2" Q 1'-7 7/16" © 3 1/4" ❑1 4'-0 11/15" ® SEE A325 BOLT CONNECTION CHART Elevation at Frame Line 7 On: b033.ca Pr Ojky: 975 Bldg: 1 Plane: 14 This Drawing to Sealed only a. to the Covenants NFFIshed by VP Buildings 1. 2. 3. A325 HIGH STRENGTH BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE NOVEMBER 13, 1985. ALLOWABLE STRESS DESIGN 'SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR AA90 BOLTS' SECTION S.(d) (1) TURN—OF—NUT TIGHTENING'. USE 1/2' DIA. A307 BOLTS FOR PURLIN TO FRAME, GIRT TO FRAME, AND GIRT TO CLIP CONNECTIONS UNLESS NOTED OTHERWISE. SEE JOB DETAILS FOR BOLT LENGTHS. INSTALLATION OF ADEQUATE TEMPORARY BRACING FOR USE UNTIL CONSTRUCTION IS COMPLETE, IS THE RESPONSIBILITY OF THE ERECTOR. _. Building Code: 97UBC Live Ltl IW/Trib Red) 20.0 psf Coll. Ltl (9ravit ): 0.0 psi Call. Ltl (uplift 0,0 psf Wino Speed: 90.0 mph Wind ENO. Cat.: B Ground ow: 58.3 psf Roof Snow: 35.0 psf Snow EAP. Cat.: I Saismic Zana: 3 Building Use Cat.: 4 Auzillary Load 9 NONE Thu Drawing. fnclumn the information hereon. remains the Property o€VP Building.. It is Provided for Erecting the Buildingg described In the applicable Purchase order end shall not be modified, reproduced03/30/99 or used for any other purpose without prior written Approval of vP em tdmga. ae a at aontr r ane/or Ea ctor 1 Fei Pen fEie ee� @k good 8uil�iKgliprk m�q�i,'mp In jjAlpi a"ie 3.R 1 iE1"i;} VP g s°a;Ieds c"is °o ie.�e aro •)e RRI) $$nc4lOuaiag ?mist f:ya"Sttlus. f iron P.- g... no Frame Elevation GUOTE a JOB F BUILDER EV OAL Br DIEGO. Teton West Construction, IOC. VP BUILDINGS VARCO—PRUpEN DATE CUSTOMER Bagley Enterprises nxE 12:39 LocATlox Rexburg, ID OPAw/CXECK PflOJECT 4091 Ba le Enterprises 3-30 SCALE BUILDINu" wl>•c In.. sen..ao PARE ROD BRACING MARK LENGTH DIAM 5R001 34'-6 9/16" 0 3/8' 68002 28'-4 11/16'0 3/8' 7RQD1 34'-6 9/18" 0 3/8' 7ROO2 20'-4 11/16'0 3/8' T ❑3 4'-0" On: bO33.Ca ProjkV: 975 Bldg: 1 Plane: 5, 7, 16 I ( I I I I I FLIPBCX5 -------DCC38 -------bCO3B- FLOPBCX44 f-fi "o l� 25'-2 9/16" 0 i 25'-8 9/15" 7 25'-8 9/16" T 25'-8 9/16" .T 25'-8 9/16" rFe 25'-8 9/16" 7 25'-2 9/16" `R' 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 e.(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. Live Ltl W/Trlb Red) 20.0 psf IDia or.vina, inclumn the Information hereon, manna [he property gi w Buildings. Roof f Primary Coll. Ld (gravity): Coll. Ltl (uplift l: Wind Speed: Wind Exp. Cat.. P Ground Snow; Roof Snow: Snow Exp. Cat.: Seismic Zane: Building Use Cat.: Auxillary Loads 0.0 paf 0.0 pst 90.0 mph B 55.3 psf 35.0 psf 1 3 4 NONE It iS Orpv itled for Erecting the Building a++crf a ad in the applicable Purchase order and shau not be modified, reproduced r used for any Der purpose without prior Written .Approval of vF Buildings. he c n ail, pontr or ndaor Ea ctor lf�es as"s�tf f°oer i good u�j nKg rim io�m Oce veittiR [t'fe y 8"p[1YS r 9 ,.n -d In ishis Crit" an� S71jn byfl 'vr 9 files + Er cpi n Bit" p er BFea[+€ly ,s�s[aSug g ttde€c."n twee tf �emporary gracinca. EY DATEBY oEsc. BUILBER Teton West Cons CUSTOMER Bagley Ent LCcer mx RexburE cRO�ECT 4091 Bagley En' SCALE BB ILOINv NTR 7nx 1R VP BUILDINGS VARCO-PqU DEN I 1 12: 39 1 O O O� p 4•-0" p 6e p 6-0e On: b033.ca Projky: 976 Bldg: 1 Plane: 6.7. 16 I I I I I I I I I I I n I I I t I I I I I I F- T ------------ II I I I I I�IIII _ I I I II I I I I II -------- -- ---T-----------r----------1 H `--'L—L-- II 6•• 6" 2 6" alas 25'-8 Drawing 1. sealed only ea to the C.OdOnents furnished by VP Buildings Code: 97UBC I Ic ,-Ing. including the information hereon. W/Trio Real 20.0 psf .math.0 the property of VP Building.. (grev Styyl: 0.0 psf It I. Pronged for Erecting the But latng (Upliftl� 0.0 psf despr[bed in the applicable Pure Buie order ed: 90.0 mph and shah not pa modlf lea, repr.duced Cat.: B r used for any other Purpose without prior Written Approval of vP sulldinga. npN: 58.3 psf 7�a o n rad sooty c or ford/or [sector H: 35.0 psf �ufl txt gnkmPs3him�yFe°rfj�n ItXtfhiegood Cat.: 1 g p @ zone: 3 'n 4fyfu'm°,Y€rvPa�,"ue'AVA8 r: IPCj,,gn.O?j..?e Use Cat.: 4 en e SCALE Roof Primary Bracin .ESC. BIIILOEfl ` Tnhnn ._ ♦ n...... ...... JOB I .ATE 03/30/£ TIME 12: 39 VP BUILDINGS oRAI/CHECK VARCO-PgUOEM PAGE R00 BRACING MARK LENGTH OIAM 68001 34'-6 9/16" 0 3/8' 6ROG2 28'-4 11/16'0 3/8' 7R001 34'-5 9/18" 0 3/8' 7R002 28'-4 11/16'0 3/8' O O O� p 4•-0" p 6e p 6-0e On: b033.ca Projky: 976 Bldg: 1 Plane: 6.7. 16 I I I I I I I I I I I n I I I t I I I I I I F- T ------------ II I I I I I�IIII _ I I I II I I I I II -------- -- ---T-----------r----------1 H `--'L—L-- II 6•• 6" 2 6" alas 25'-8 Drawing 1. sealed only ea to the C.OdOnents furnished by VP Buildings Code: 97UBC I Ic ,-Ing. including the information hereon. W/Trio Real 20.0 psf .math.0 the property of VP Building.. (grev Styyl: 0.0 psf It I. Pronged for Erecting the But latng (Upliftl� 0.0 psf despr[bed in the applicable Pure Buie order ed: 90.0 mph and shah not pa modlf lea, repr.duced Cat.: B r used for any other Purpose without prior Written Approval of vP sulldinga. npN: 58.3 psf 7�a o n rad sooty c or ford/or [sector H: 35.0 psf �ufl txt gnkmPs3him�yFe°rfj�n ItXtfhiegood Cat.: 1 g p @ zone: 3 'n 4fyfu'm°,Y€rvPa�,"ue'AVA8 r: IPCj,,gn.O?j..?e Use Cat.: 4 en e SCALE Roof Primary Bracin .ESC. BIIILOEfl ` Tnhnn ._ ♦ n...... ...... JOB I .ATE 03/30/£ TIME 12: 39 VP BUILDINGS oRAI/CHECK VARCO-PgUOEM PAGE oG O (D- 03 / 03 ® 4,-0., Q 6" On: bO33.ca Proiky: 976 Bldg: 3 Plane: 6.7. 16 4 Q 4 4 4 4 m+} DCC38 CX31 1---CX21-----------CX21 CXS1---------- CX11 _W -------------I WWI WWI I 1 I I I XI I I I I I all x m N D X x ¢ So M Do ¢ 2 LL J Q LLI I I LLI LLl Iu I Im ILL I I I I I �IIIN�I I I I I x'IU I ¢I10 TIME 12:39 LocLnae Rexburg, ID Dnaw P.....T 4091 Ba le Enter rises 3-30 cDµE BUILDING .mom �.............. PAGE LLIm I Qm m m q v X X a X X DO SO U. al al 1 L. III --CX33 I---------_C-SI--------------[----______CX33 ______-____CX8-I ____-__-_ro0Cy0_II -?BCX LlI----------PeCX22J--- -PBCX2rL ----PBCX72'1- --PBCXS2-I----- - - -ILi FL8PBCX44 A NOVEMBER 13. 3905. ALLOWABLE STRESS DESIGN 'SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS' SECTION S. (tl1 131 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. TEMPORARY BRACING FOR USE UNTIL CONSTRUCTION 3. INSTALLATION OF THE IS E, IS THE RESPONSIBILITY OF THE ERECTOR. LSve Ltl W/Trib Red) 20.0 psf Call. Ltl (gravityy]: 0.0 paf Call. Ltl (uplift 0.0 p6f Wind Speed: 90.0 mph Wind Ex Cat.: 0 P' Snow: 50.3 Oaf Roof Snow Snow: 35.0 paf snaW E% Cat.: 1gCkP6n SismlcpZone: 3 Building Use Cat.: 4 Auxillarw I.Dene unua Thla Drawing. tncluefn the Information hereon, ramal s the property o va Bullatnge. It to provided for Erecting the am ]Band aeacrlpea in the appticaele Purchase order a shall not De mOelflea. reproeucep or Usee for any other purpose without prior Written npprovel r va Bu utlm a. tae B "e e� �ontr c or dna/°r Ea ctor E hl Sn 5 n'FRRre/CHECK I pnl.hlg feet goo.VP �w41 Ks 8°te4igOr�'}e:°en"cad �sn la Drina° S4e y$rc D9I va uLma�aC €cftq CD�oat4e D R e}eCCC]Co nC luUln9 th0 Correct uae R: P..._....�_,. R2..IS__ RDD f Primary Frames OUDTE I JOB 1 BUILDER Ev DnT av DESD. Teton West COnStruCt lOn, Inc. BUILDINGS yARCC-PRU OEN Dere 03/30/99 CUSTOMER Bagley Enterprises TIME 12:39 LocLnae Rexburg, ID Dnaw P.....T 4091 Ba le Enter rises 3-30 cDµE BUILDING .mom �.............. PAGE SECONDARY MARK LENGTH THK DEPTH 16EZWIAS 31'-B 5/16' .105 8.5 16EZWiSA 25'-8 5/16' .105 8.5 EZW149 25'-S 1/16' .105 8.5 GAAf010 20'-0' ZP52P .059 GABIOiO 20'-0' I Z 76 ZP 9 ZP 9 ZP53 ZP5 4 ZE55 W iE 1 iE I P 50 I I P 4 IP !7P I .059 ZP9 P95 ZP97 ZP50 34'-9 9/15' .120 8.5 ZP51 28'-11 1/16" .073 8.5 ZP52 29'-11 1/16" .082 S.5 ZP53 30'-11 1/16" .Oa2 B.5 ZP54 29'-11 1/16" .073 8.5 ZP56 29'-3 9/15' .092 8.5 ZP78 33'-9 9/15' .120 8.5 ZP79 28'-11 1/16" .082 8.5 ZP92 34'-3 9/16' .105 8.5 ZP95 31'-11 1/16" .073 8.5 ZP95 29'-11 1/15" .065 a.5 ZP97 30'-11 1/16" .073 8.5 ZP98 2B'-9 9/16' .092 8.5 0 6" M O (2) GAAIi01( 1 T T �t Denotes A325 Secondary to Frame Connection On: bO33.ca Proiky: 976 Bldg: 1 Plane: 6, 7, 16 I. UNLESS NOTED, USE 1/2 DIAMETER A-307 BOLTS FOR PURLIN LAP, PURLIN TO FRAME, FLANGE BRACE TO FRAME, AND FLANGE BRACE TO PURLIN CONNECTIONS. SEE JOB DETAILS FOR BOLT LENGTHS. 2. WIND. FLANGE. AND PURLIN BRACING ARE AN INTEGRAL PART OF THE ROOF STRUCTURAL SYSTEM AND SHOULD BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. REMOVAL OR ALTERATION OF ROOF BRACING WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. 3. WHEN SAG ANGLE SLOTS IN ADJACENT PURLINS 00 NOT ALIGN OR ARE OMITTED. FIELD -BEND A SAG ANGLE TAB AND ATTACH TO PURLIN WITH A SELF -DRILLING STRUCTURAL FASTENER. 4. SAG ANGLES ARE NOT REQUIRED IN BAYS THAT ARE 16' OR LESS. (10) TA12 This Drawing If Seale, omy as to I's IpMpeuents furnished by VP Buildings ulldibg Code: 97UBC This Drawing. including the lnfopnation her 1Ve LO IW/Tr1b Red) 20.0 psf remains the Property of vP Buildings. Ill. Ltl (gravity): 0.0 oaf it is vided for Erecting the Building 111. Ltl uplift . 0.0 oaf descrigee in the epv uceD le Purcnese order Ind speed: 90.0 mph and shall t be dined. reproduced Intl Exp. Cat.: B or ed for any other purpose without prior ,auwritten Approval pr VP Buildings. oof S Snow: 58.3 oaf ne 0% rad tontrc 0r d/or Ea ctor Iof Snow: 35.0 pef p i i spaone�ef f°or u good low Exp. Cat.: 1 s,@i,11%„�4I�`Ei Roof Secondary OESC. Bu LOT -- .,--. ..__ P.) VP BUILDINGS VARCO—PgIIpEN 1 12: 39 1 ZP ZP P54 ZP54 ZP56 450 P P P P P 4 II P ASO zP51 ZP52P P 4 zp5r2 I I I ZP51 ZP52P P 4 Zp5r2 I Z 76 ZP 9 ZP 9 ZP53 ZP5 4 ZE55 W iE 1 iE I P 50 I I P 4 IP !7P I Z 92 7P5 4 ZP9 P95 ZP97 ZP9a * W iE iE I 11 1 SA5017 (T fin 7pgpj Z252 Z253 7P.94 7P!iA 1 iacfwrrelr— 5A2037 i SA2037 1 SA2037 SA2037 SA2037 I 5A2037 �t Denotes A325 Secondary to Frame Connection On: bO33.ca Proiky: 976 Bldg: 1 Plane: 6, 7, 16 I. UNLESS NOTED, USE 1/2 DIAMETER A-307 BOLTS FOR PURLIN LAP, PURLIN TO FRAME, FLANGE BRACE TO FRAME, AND FLANGE BRACE TO PURLIN CONNECTIONS. SEE JOB DETAILS FOR BOLT LENGTHS. 2. WIND. FLANGE. AND PURLIN BRACING ARE AN INTEGRAL PART OF THE ROOF STRUCTURAL SYSTEM AND SHOULD BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. REMOVAL OR ALTERATION OF ROOF BRACING WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. 3. WHEN SAG ANGLE SLOTS IN ADJACENT PURLINS 00 NOT ALIGN OR ARE OMITTED. FIELD -BEND A SAG ANGLE TAB AND ATTACH TO PURLIN WITH A SELF -DRILLING STRUCTURAL FASTENER. 4. SAG ANGLES ARE NOT REQUIRED IN BAYS THAT ARE 16' OR LESS. (10) TA12 This Drawing If Seale, omy as to I's IpMpeuents furnished by VP Buildings ulldibg Code: 97UBC This Drawing. including the lnfopnation her 1Ve LO IW/Tr1b Red) 20.0 psf remains the Property of vP Buildings. Ill. Ltl (gravity): 0.0 oaf it is vided for Erecting the Building 111. Ltl uplift . 0.0 oaf descrigee in the epv uceD le Purcnese order Ind speed: 90.0 mph and shall t be dined. reproduced Intl Exp. Cat.: B or ed for any other purpose without prior ,auwritten Approval pr VP Buildings. oof S Snow: 58.3 oaf ne 0% rad tontrc 0r d/or Ea ctor Iof Snow: 35.0 pef p i i spaone�ef f°or u good low Exp. Cat.: 1 s,@i,11%„�4I�`Ei Roof Secondary OESC. Bu LOT -- .,--. ..__ P.) VP BUILDINGS VARCO—PgIIpEN 1 12: 39 1 _________________ SHEETING ______-_____---_ 97UBC 20.0 pst 0.0 DST O.D psf 90.0 mpn B 55.3 psf 35.0 paf 1 3 4 NONE This Drawing. Inclumn the information hereon. remains the property o9 VP eulldings. It is Yrov igen for exec Ging the euumng descr lYad in the applicable Purcnasa Order and anon not be wau len. r produced orOwed TOP r used for any ower purpose without prior of vP Purpose he G n rai Contra and/or enactor P P oana,♦;f°err ee� a to good wgqrAgen ogR m gP° rola wi1 nKg d"t PPg r PAF,€"Igo"Elp Ais 0...m U i b4 vP$gg ,teten a49r [ Vo tai$s POi €74 ;,Mlg e. in.�Coing EA.' C....it€use MARK LENGTH THK COLOR (FINISH) Joe a BUILDER EV OAi 9Y DEGC. Teton West Construction, Inc, VP BUILDINGS VARCO-PRUDEN PARS 34'-B 3/8' 26 Standard Color (GALVM) TlNs 12:39 LOCATION Rexburg.I❑ ORAw/cweax PRR2 38'-7 13/16' 26 Standard Color (GALVM) PAGE PRR3 3'-4 13/16' 26 Standard Color (GALVM) PRS1 19'-1 13/16' 26 Arctic White (SP1 PRS2 15'-8 9/15' 26 Arctic White (SP1 PRS3 23'-1 3/16' 26 Arctic White (SP) PRS4 3'-10 11/16' 26 Arctic White (SP) _____________________ TRIM ____-__ _______________ FO/ MARK LENGTH COLOR (FINISH) EASR Patrician Bronze (5P) EF12F12B 12'-3' EF2013 20'-3' Classic Red (KXL) Classic Red (KXL) 1/ J o PRF1 Classic Red (KXL) IY1 RFR10 10'-0' Patrician Bronze (KXL) SET10B 10'-3' Classic Red (KXL) OSOFFIT A PR82 REGO (2) PRS3 REGO (2) ¢ I I PRS4 REGO (60) v O SOFFIT H PRR1 PRSS REGO (2) 31 /,� REDO (82) PRS2 REGD (2) of I I LLI I a l I _ Gp�jl I LL PRR3 I I I REGD (62) n I I yl a I I d1 I I FI I NI PRR2 I I I REGD (62) I of I I QI I I QI I �1 (2) C{1`SI (2) dRF1 EA3Ri PRFS �_y_ -- -- _______ (191 RFRS0. (191 SET10B_EF320, (9)EF20B____________ -------- - -- - - a O Q w -0" On: bO33.ca Projky: 976 Sltl9: 1 Plane: 5,7,16 This ora m9 11 Sealed only as to the Components furnished by VP Buildings !. Install Sheeting From left to Right 2. PRE -GRILLING 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 WITHDUT PRIOR AUTHORIZATION IS PROHIBITED. 4. SEE JOB DETAILS FOR SHEETING AND TRIM FASTENER SPECIFICATION. Building Code: Live Ld (W/Trio Red) Call. Ltl (gravity): COlI. Ld (Mplif t): Wind speed: Wind Exp. Cat.: Snow: Roof Roof SnDw: Snout Exp. Cat.: Seismic Zone: Building Use Cat.: Auxiliary LOSDS 97UBC 20.0 pst 0.0 DST O.D psf 90.0 mpn B 55.3 psf 35.0 paf 1 3 4 NONE This Drawing. Inclumn the information hereon. remains the property o9 VP eulldings. It is Yrov igen for exec Ging the euumng descr lYad in the applicable Purcnasa Order and anon not be wau len. r produced orOwed TOP r used for any ower purpose without prior of vP Purpose he G n rai Contra and/or enactor P P oana,♦;f°err ee� a to good wgqrAgen ogR m gP° rola wi1 nKg d"t PPg r PAF,€"Igo"Elp Ais 0...m U i b4 vP$gg ,teten a49r [ Vo tai$s POi €74 ;,Mlg e. in.�Coing EA.' C....it€use Roof Sheeting NOTE I Joe a BUILDER EV OAi 9Y DEGC. Teton West Construction, Inc, VP BUILDINGS VARCO-PRUDEN DATE 03/30/99 cusraxER Bagley Enterprises TlNs 12:39 LOCATION Rexburg.I❑ ORAw/cweax PROJECT 4091 Bagley Enterprises 3-30 SCALE ui �. BJILDINS �" yen PAGE LO ® 4,-0" © 6" 4 4 Q 4 Q 4 4 4 I Live Ltl W/Tr1b Red) 20.0 psf Coli. Ltl (gravity): 0.0 psf Coll. Ltl (uplift): 0.0 psf Wind Speed: 90.0 mpn Wintl Ezp. Cat.: B Ground Snow: 58.3 psf Roof Snow: 35.0 psf Snow E% Cat.: i p • Seismic Zone: 3 Bultl ding use Cat.: 4 Aus111nry 1 nntiv mnwr This praxing, iIOUdin the mt°rmetiph herepn, remains the Property o� w Bull Ing,. xt ie Gr adm Tor Erecting the auudipB descriDsa m the apP[msB1e Percneea ormr ane anal] not pe moan iedd reprod"ted pr uses Tor any ptner Purpose xunout prior written ApPeoya] pe vp u...a. it ne G n .I sartr or end/or Ea cor 1 € € €cf re, €e. Gope �+Pkm°s snip I€ IS tnls 43�IKe gn ?h f((h ult te4S Tau"ere°n�ed in hila Prean . end 4Tli 9b]€rv'P$a ,�gpn➢° er€fF�Y" °€o`i?° QipQ:�..B.r.�.p.V€Q�s. in_IUEln9 €Ke rregt use Roof Primary GUOTE I JOB eunEEe Ev PAT er Pest. Teton West Construction, Inc. VP BUILDINGS VARCO-PRUDEN PATE 03/30/99 cusipxEq Bagley Enterprises T[NE 12:40 I I I I UI � pgOJECi 4091 Bagley Enterprises 3-30 SCALE ISUILOING ,n............ PAGE mIN I I O I I I I I X IU I LLil hillad LL ILL I Im m x m m K x I I I� IILL LLI m m LLI m CE m ¢I a LLI LLI II FL1C113------CX11- 4- CX1B CXIg - ---- -CX13----------- -------------- ---------- - -----------CXB-I__------__-OCC3B- `-�-- _PBCXI2'L ---PBC"L`i-----PBCX22J----------PBUxee L---- TBCXIZ 1---- PSCXI2-I--------------� FLIPBCX5 FLBPBCX44 !� 6"sie 25'-2 9/16" i_ 25'-8 9/16" T 25'-8 9/15" 0 i � 25'-S 9/15" pial 25'-B 9/16B 9/16 pal PPI -A 9/168 9/16��25' 2 9/16 `R2 9/16 On: b033.ca Projky: 976 Bldg: 1 Plane: 16 ' " NOVEMBER 73. 1955. ALLOWABLE STRESS DESIGN 'SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS' SECTION 8. (tl)(f) TURN -OF -NUT TIGHTENING'. 2. USE 1/2' ❑IA. 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. Live Ltl W/Tr1b Red) 20.0 psf Coli. Ltl (gravity): 0.0 psf Coll. Ltl (uplift): 0.0 psf Wind Speed: 90.0 mpn Wintl Ezp. Cat.: B Ground Snow: 58.3 psf Roof Snow: 35.0 psf Snow E% Cat.: i p • Seismic Zone: 3 Bultl ding use Cat.: 4 Aus111nry 1 nntiv mnwr This praxing, iIOUdin the mt°rmetiph herepn, remains the Property o� w Bull Ing,. xt ie Gr adm Tor Erecting the auudipB descriDsa m the apP[msB1e Percneea ormr ane anal] not pe moan iedd reprod"ted pr uses Tor any ptner Purpose xunout prior written ApPeoya] pe vp u...a. it ne G n .I sartr or end/or Ea cor 1 € € €cf re, €e. Gope �+Pkm°s snip I€ IS tnls 43�IKe gn ?h f((h ult te4S Tau"ere°n�ed in hila Prean . end 4Tli 9b]€rv'P$a ,�gpn➢° er€fF�Y" °€o`i?° QipQ:�..B.r.�.p.V€Q�s. in_IUEln9 €Ke rregt use Roof Primary GUOTE I JOB eunEEe Ev PAT er Pest. Teton West Construction, Inc. VP BUILDINGS VARCO-PRUDEN PATE 03/30/99 cusipxEq Bagley Enterprises T[NE 12:40 L°cAit°N Rexburg. IO Gq.ix/cnEcx pgOJECi 4091 Bagley Enterprises 3-30 SCALE ISUILOING ,n............ PAGE SECONDARY MARK LENGTH THK DEPTH 2CG0 20'-6 11/16' .059 6.5 2CG2 20'-6 5/16" .059 8.5 2Z03 19'-8 3/8' .059 6.5 2ZG5 19'-7 11/16' .059 6.5 2ZG5 10'-6 15/16' .059 8.5 2ZG8 9'-8 7/8' .059 6.5 CGS 22'-9 1/2' .059 8.5 ZG4 22'-9 1/2' .059 8.5 (2) tA30 — _ — — — — (2)TA30 — 2ZG6 I Z04 I 2ZG8 12 2ZG3 I ZG4 I 2ZG5 2CGO I CGI I 2CG2 u co I 1 I -- -- - -- - - -- WALL ELEVATION AT WL ❑3 GFA403 © GFA402 Q GFA304 On: b033.Ca Projky: 976 Bldg: 1 Plane: 2 FLANGE BRACE TO FRAME, FLANGE BRACE TO GIRT, JAMB AND HEADER CONNECTIONS. SEE JOB DETAILS FOR BOLT LENGTHS. 2, WIND AND FLANGE BRACING ARE AN INTEGRAL PART OF THE WALL STRUCTURAL SYSTEM AND SHOULD BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. REMOVAL OR ALTERATION OF WALL BRACING WITHOUT PRIOR AUTHORIZATION IS PROHIBITED, _. Live Ltl W/Trio Red) 20.0 psf Call. Ld (gravlty ): 0.0 psf Coll. to (Upliftl. 0.0 psf Wind speed: 90.0 mph Wind Esp. Cat.: B Ground Snow: 58.3 psf Roof Snow: 35.0 psf Snow Exp.bat.: I Seismic one: 3 Building Use Cat.: 4 Auxf Mary LOBtl9 NONE This Drawing. Including the Informetlon hereon, inns ane .... arty or th eInfdrmeti et ;e Provided for Erecting tna 6UI1d1.9 descrlbed In ° the applicable purchase order and an. 11 not be m°difled. reproduced or mea for any .toner Purpose without prior written Approval f w Buildings. he B reg �ootr naso. Ea mr a tiei €o€orfs. a €e, epos u€�551X9wgy]r�.mt4a"�o�rt r[e f �i^� tnls e D"taf la ''Yarm=e'de ts; Draw+. 1� e4Tf3 a°1€ °P @$ ao10i2$ fir€ f'Y" D€oa.9s ^^ ; 11°3 �y { pi °ding €fie cool."egt use °oi'�sem°ararw 8rar asap Wa 11 Secondary DUOTE a Joe f BUILDER Ey Dai By OESC. Teton West Construction, trust l0n IRC. VP BUILDING$ VARCO—PqupEN DALE 03/30/99 CUSTOMER Bagley Enter rises TIME 12:40 tocnrlDM ReXbUr IO DP1w/CHECK PROJECT 4091 Bagley Enter rises 3-30 Buitowe SCALE urc PACE SHEETING MARK LENGTH THK COLOR (FINISH) PRW17 15'-8 5/8' 26 Arctic White (SP) PRW18 16'-2 5/8' 26 Arctic White (SP) PRW19 16'-B 5/8' 26 Arctic White (SP1 PRW20 17'-2 5/8" 26 Arctic White (SP) PRW21 17'-B 5/8' 26 Arctic White (SP) PRW22 1B'-2 5/8' 26 Arctic White (SP) PRW23 1B' -S 5/8' 26 Arctic White (SP) PRW24 19'-2 5/e' 26 Arctic White (SP) PRW25 19'-S 5/8' 26 Arctic White (SP) On: b033.ca Projky: 976 Bldg: 1 Plane: 2 3. 2. ----------------- SHEETING ---------------- --------------------- TRIM ----------------' MARK LENGTH THK COLOR (FINISH) FOi MARK LENGTH COLOR (FINISH) PRW26 20'-2 5/8' 26 Arctic White (SP) CT16 16'-3" Arctic White (SP) PRW27 20'-B 5/8' 26 Arctic White (SP) NLTA10 10'-3" Arctic White (SP) 4 Q Q Q WALL ELEVATION AT WL This Drawing 1a Sealad only as to he Components turnlehed by VP Building. Building Code: 97UBC This drawing, includin the information hereon, Live Ld (W/Trib Red) 20.0 psf remains the property o VP Building.. Call. Ld (gravity): 0.0 paf it 1a prodded for Erecting the Building Coll. Ld uplift 0.0 psf de..l1bed in the applicable Purchase order Wind Speed: 90.0 mph and $hall not bedified. reproduced Wind Exp. Cat,: B or Used for any other purpose without prior Ground Snow: 58.3 paf written Approval f yP Build mea. In a aontr c or and/or er ctor Roof Snow: 35.0 oaf € i .ntr?p4 ren a e€ good Snow Esp. Cat.: 1 �'€i1fXg�F€ Ua Ri° Fn §q ,u ani. Baia mle Zone: 3 tl� Y y 0 t 4i.f eggg"eX'en2ed �n ihhisedo oa �e Building Use Cat.: 4 s�d_a4Tilf,'duo€ry°BCen�danai'o €€e€ One € SCALE Wall Sheeting BESC. I BUILtEB`^^ ,-- --- VP BUILDINGS VARCD—PqU DEN 03/30/99 TINE 12: 40 SECONDARY MARK LENGTH THK DEPTH 3ZG15 16'-4 13/15' .059 8.5 3ZG17 36'-4 15/16' .059 8.5 CGI 22'-9 1/2' ,059 8.5 CGS 21'—B 3/4' .059 8.5 GAA1010 20'-0" .059 GAB1010 20'-0" .059 RKA08 20'-0" .059 ZG12 21'—S 3/4' .059 8.5 ZG4 22'-9 1/2' .059 8.5 m 0 A2j GAA3010 ^GA0f010_121 gKA00�_ 3ZG15 I ZG4 I 3ZG17 I I I I I ZG12 ZG4 ZG12 © I I I I I CG9 Cot CG9 I © I I © I I � I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _I—--------—---—---------------- _____________ 14) _BG_2_________________________________ BESc. Wall Secondary e VP BUILDINGS VARCO—PRUOEN f 1 12: 40 1 WALL ELEVATION AT WR ® GFA201 © 2'-1" On: b033.ca Projky; 976 Bldg: 1 Plane: 3 1. UNLESS NOTED. USE 1/2' DIAMETER A-307 BOLTS FOR GIRT LAP, GIRT TO FRAME, This orawm9 ]s Sealed only as to the comonents furnished ov VP Buildings FLANGE GRACE TO FRAME. FLANGE BRACE TO GIRT, JAMB AND HEADER CONNECTIONS. SEE JOB Building Code: Live Ltl 1W/Trib Red) 97UBC isms Brevtns, mplumnf the information hereon, DETAILS FOR BOLT LENGTHS. 20.0 psf fns the Property of VP Buildings. 2. WIND AND FLANGE BRACING ARE AN INTEGRAL PART OF THE WALL STRUCTURAL SYSTEM AND Call. Ld (gravity): 0.0 psf xe SHOULD BE PROPERLY INSTALLED PRIOR TO ERECTION OF WgLL ANO ROOF SHEETS. Cpll. Ltl (Uplift) 0.0 psf rov mad for erecting the Butte mg d..,iUad in the le Purcheee REMOVAL OR ALTERATION OF WALL BRACING WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. Wintl Speed: 90.0 mph pDltceb Order end shalt t be.. odined. r Proa"' l.dup.d Wind Exp. Cat.: B or used for any ther purpose urposenwit Prior Ground Snow: 58.3 psf Written Approval u! VP Roof Snow: Snow 35,0 pat ae d at aontr c or dior ea for p%T PoneSa3 for foe. pond €iqrhme"€a b Exp Cat.: Zane: 1 21pix yc 4 nt.r thts Seismic Building Use Cat.; 3 4 p S y9 G"t SSa :¢¢€��er na d �n (a ora.m and aiT7)a7°t€..°Pei:AA.A9@'..€.F.F..4:..dgta tS's BESc. Wall Secondary e VP BUILDINGS VARCO—PRUOEN f 1 12: 40 1 RRC20, SPC20 L_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ On: b033.ce Projxy: 278 Bldg: i Plane: 3 1. Install Sheeting From High Points) to Low P 2. WALL SHEETS ARE AN INTEGRAL PART OF THE STRU REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZ 3. SEE JOB DETAILS FOR SHEETING AND TRIM FASTEN 2. PRE—DRILLING t/a• DTAMRTPO un1 Pe ruin WAST 1"CU AS 11 wnMe UIH13. Nt51tu UiRTS, GIRT LAP AND/OR SECONDARY STRUCTURAL BEAMS WALL ELEVATION AT WR awing 1s Sealed only ae to he Components furnished by VP euvGm9a :pre: .0 mcl 20is Drawing, inudin the infornn, atfon hereo 'Tr1b Red) 20.0 psf ..in. the property pi VP Bu1]dingA. [gravity): 0.0 psf It I. 11.vIded mr Erecting the :Uplift) 0.0 p8f dascrload in the applicable Purchaseam lmng Order 90.0 mph and shall not be nodlfl.d. repraduced Cat.: B or used for any other purpose without prior Wr lIten APproval Of VP Bui,cinge. w: 58 35.3 psf he O n a] gpntr or ndaor Eaecmr 35.0 psf S i pons€p fQ' ,,, m, good Cat.: 1 ,ei 5fYq€€man€o]@ gce °( n,2R tn;s ne: 3 i Y @@ i E e5'Sr,d €`srei€`� 6";' prawln ise C. 4 aana a47 fP,au.€ry :@°.,,,4.�w8e� F.F.o1„oglai3At Wall Sheeting QUOTE' DESC. BUILDER Teton West Construction Inc. CUSTOMER Bagley Enterprises LOCATIOM Rexburg. ID yp BUILDINGS PROJ 409 Bagley Enterprises 3-30 VARCO—PRUOEN BUILD WS I 1 12: 40 1 ----------------- SHEETING ------------ MARK LENGTH 'HI COLOR __ -' (FINISH) --------------------- PRW10 19'-1 7/16' 26 Arctic FO/ MARK TRIM LENGTH COLOR (FINISH) --_- PRW11 19 -7 7/16' 26 Wn1te (SP) PRWf2 20'-1 7/16' 26 Arctic Arctic White (SP) CT16 16'-3' Arctic White ISP) PRW13 20 -1 7/16' 25 White (SP) EA3R Br Bronze PRWIA 21 -7 7/16' 26 Arctic White (SP) PRF1 Classic R Retl (KXL) (SP1 PRW15 21'-7 7/16, 26 Arctic Arctic White (SP) RFR10 RKF10 f0'-0' Patrician Patrjcian Bron2e (KXL) PRWifi PRW5 16'-1 7/16' 26 Arctic White White (SP) (SP) RKF 1fi f0'-3' i6•_3• Patrician Bronze (KXL) PAWS 16'-6 1/2' 26 Arctic White (SP) AKF20 20'-3' Classic Red (KXL) PAWS 1fi'-7 7/1fi' 26 Arctic White (SP) RRC20 Classic Retl (KXL) PRW7 17'-1 7/16' 26 Arctic White (SP) SPC20 Classic Red (KXL) PAWS 17'-7 18 7/f6' 26 Arctic White (SP) STCOSA 5'-1 1/2' Classic Red (KXL) Patrician PAWS -1 7/116' 26 Arctic White (SP) Bronze (KXL) 18 -7 7/16' 26 Arctic White (SP) On: b033.ca Pro)ky: 976 Bldg: 1 Plane: 3 3. 2. WALL ELEVATION AT WR eu.0 Psf I9ravity): 0.0 Psf 1 (uplift!: 0.0 psi .etl: 90.0 mph in Cat.: 6 naw: 50,3 Psf 'K 35.0 pef Cat.: j Zone: 3 Use Cat.: A ntioduh[he information hereon. Derty of VP eui]Eings. eav i ei°n'°,e.neee wPees.o.r av oar e m difiea. raDrmeucee ey oesc. iao�ev Dpreo1.4 ee ei[hoot Prior Wall Sheetin I VP BUILDINGS VARCO—PRU PEN e 12:40 ----------- SECONDARY ------------ -— __ ----------- SECONDARY ------------ ------------------ 4IG3 FRAMED OPENINGS -____-__--------- I ZG29 4ZG35 I II MARK LENGTH THK DEPTH MARK LENGTH THK DEPTH FOM -LOC- MARK LENGTH THK DEPTH 4CG21 5'-5 1/2' .059 8.5 ZG29 S'-5 1/16' .059 B.5 1 h__ ____y___ ___I___ ZG160 25'-B 1/16' JBCi 8.5 4CO25 2'-8 1/2' .059 8.5 1 HEADR CW159 14'-0' .073 4ZG30 5'-5 1/2' .059 8.5 sTEp�i.e 1 JAMBL CW155 14'-3' .059 4ZG35 2'-8 1/2' .059 8.5 1 JAMBR CW155 14'-3' .059 Cola 25'-B 1/16" .065 8.5 2 23ZO172 25'-2 5/16' .059 8.5 C019 25'-B 1/16" .065 8.5 2 HEADR CW159 14'-0' .073 CG20 B'-5 1/16' .059 6.5 2 JAMBL CW155 14'-3' .059 8.5 ZG27 25'-B 1/16" .065 8.5 2 JAMBR CW155 14'-3' .059 ZG28 25'-B 1/15" .073 8.5 .059 _T___ -___ ___,_____________r___ II I This orewmg 1e sealed only as to Building Code: 97UBC Live Ld(W/Trib Retl) 20.0 Pat Call. La (gravity): 0.0 pat Coll. La (uplifty. 0.0 pat Wino Speed: 90.0 mph Wind Exp. Cat.: B Ground Snow: 58.3 pef Root snow: 35.0 psf Snow Exp. Cat.: 1 Seismic Zane: 3 BuildingUse Cat.: 4 AuxiliarV Load NONF __ -_____________I_____ -— __ z 2 ZG28 II ZG29 4IG3 BuuDER Ev oar BY DESA. Teton West Construction. n, Inc.DATB ZG29 I ZG28 ZG28 I ZG29 4ZG35 I II rtxE 12: 40 1 DRAW/CKECK PaoaECT 4091 Bagley Enterprises 3-30 II CG18 CG39 CG2 O 41 132 O CG20 CG19 CG19 CO20 4 G25 0 II O h__ ____y___ ___I___ JBCi JBCi JBCi ,Tg�1__I ________t_____________I____ JBC1 J CS (7) BG2 I nSI f ❑1 +e 14,-0„ sTEp�i.e 14._0„ 0 ❑1 � "ED f� 14, 0"mO 'Ti'_ F'- 9/16" _ 25'-8 9/16" _i_ 95'-R 9/1R" �F•-a cl/fR" __. - -,. _.. n WALL ELEVATION AT WF ® 5'-0" © 7'-2 1/4" ❑4 6.. Q 2,-6" ® 3'-0" ® B'-8 9/16" On: P033.ca Prajky: 976 Bldg: 1 Plane; 4 1. UNLESS NOTED, USE 1/2' DIAMETER A-307 BOLTS FOR GIRT LAP, GIRT TO FRAME, FLANGE BRACE TO FRAME, FLANGE BRACE TO GIRT, JAMB AND HEADER CONNECTIONS. SEE JOB DETAILS GE 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 ROOF SHEETS. REMOVAL OR ALTERATIDN OF WALL BRACING WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. __ This orewmg 1e sealed only as to Building Code: 97UBC Live Ld(W/Trib Retl) 20.0 Pat Call. La (gravity): 0.0 pat Coll. La (uplifty. 0.0 pat Wino Speed: 90.0 mph Wind Exp. Cat.: B Ground Snow: 58.3 pef Root snow: 35.0 psf Snow Exp. Cat.: 1 Seismic Zane: 3 BuildingUse Cat.: 4 AuxiliarV Load NONF the Components lUrnlanea by VP auvem9a This Drewmg. mcwmn the information hereon, romss the vroperty o? th euuomati It is Provided for Erecting the euudmg dascrlbad in the apvlfcabte Purcheae order and dna ll not be modified. reproduced or used for any other vurpoae without prior Written Approval of VP Buildings. me re, co�tr c or end/or Eaector ea o°4 4 4e4 for to shad QQ841 fXgX'q'""g"€o,'n Ise 4pn'fR t"l` B l Ent 44 re 4 w I ibis D; in 'aW 4�1#`�e4€ vR p'SL'�2S€e48Po4 € a •! Doa.4e nBrecY4 IM1 loG 1n9 €�e correct use .p'41, ��... Q.-. ..,, Wall Secondary Guore f JOB a BuuDER Ev oar BY DESA. Teton West Construction. n, Inc.DATB VP BUILDINri$ VARCO-PRUOEN 03/30/99 CUSTOMER Bagley Enterprises rtxE 12: 40 LGCAnaN Rexburg. IO DRAW/CKECK PaoaECT 4091 Bagley Enterprises 3-30 SCALE BB ILDI NG urn -- .-- .— PAGE SHEETING MARK LENGTH THK COLOR (FINISH) PAWS 16'-1 13/16' 26 Arctic White (SP) PRW2 17'-11 5/16' 26 Arctic White (SP) PRW3 3'-11 5/16' 26 Arctic White (SPI in: o033.ca Projky: 976 Bldg: 1 Plane: 4 3 2 _____________________ TRIM FO/ MARK LENGTH COLOR (FINISH) 1 DF14 14'-3' Arctic White (SP) 1 HTS14 14'-6' Arctic White (KXL) 1 JT14 14'-3' Arctic White (SP) 2 DF14 14'-3' Arctic White (SP) 2 HTS14 14'-6' Arctic White (KXL) 2 JT14 14'-3' Arctic White (SP) 3 OF14 14'-3' Arctic White (SP) 3 HTS14 14'-6' Arctic White (KXL) 3 JT14 14'-3' Arctic White (SP) WALL ELEVATION AT WF gg ,eo only ae to the Idinode: 97USC a Ld /Trio Red) 20.0 psf le 1. Ld (gravity): 0.0 psf 1. Ld (Uplift): 0.0 psf o„ d Speed: 90.0 Mph an. d Exp. Cet .: B or,, Und Snow: 56.3 psf f Snow: 35.0 psf i' N Exp. Cat.: f �� omit Zone: 3 orf icing Use Cat,: 4 °ga are°D.I Wall Sheetin ing the eui ltll ng BUILDER Die purCDaee prtler EV OAiBY 1,,C.Tom•-- �,__- _ Prior SCALE VP BUILDINGS VARCC—PgUOEN 1 12: 40 1 SECONDARY MARK LENGTH THK DEPTH CG18 25'-8 1/16" .065 8.5 C019 25'-8 1/16" .065 8.5 ZG27 25'-8 1/15" .065 8.5 ZG28 25'-8 1/16" .073 8.5 TA12 ZG27 ZG28 ZG28ZG28 ZG28 ZG28 I ZG27 II II I I I I I I II - CG18 C019 I CG19 ceig cG19 I CG19 CG18 II I I I I I I I II m „ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _i_ _ — _ _ _ _ _ _ _ _ _ --- — _ _ _ _ _ _ _ _ _ _ _ _ L. _ _ _ _ _ _ _ _ _ _ _ _ i _ _ _ _ _ _ _ _ _ _ _ _ (9) BG2 WALL ELEVATION AT WB ❑3 5'-0" © 7'-2 1/4" Q 6" On: bO33,ca Prajky: 976 Bldg: 1 Plane: 5 this Drawing is sealed only me to [ha components furnished by w euvetngs 1. UNLESS NOTED. USE 1/2' DIAMETER A-307 BOLTS FOR GIRT LAP, GIRT TO FRAME, Building Code: 97UBC FLANGE BRACE TO FRAME, FLANGE BRACE TO GIRT. JAMB AND HEADER CONNECTIONS. Live LO (W/Trib Red) 20.0 psf This Drawing. 1YEIUdlYg the fntornation hereon, remain, the property VP eu:lainga. Wall Secondary Dupre f JOB a SEE JOB DETAILS FOR BOLT LENGTHS. Call. Ld (gravity): 0.0 paf of 2. WIND AND FLANGE BRACING ARE AN INTEGRAL PART OF THE WALL STRUCTURAL SYSTEM AND PROPERLY Coll. Ltl (uplift): 0.0 psf It is provided for erect mg the euuoin described in the REV osr BY he tPurheCaesa eunDEe OESC. Dere SHOULD BE INSTALLED PPIOR 70 ERECTION OF WALL AND ROOF SHEETS. REMOVAL OR ALTERATION OF Wind Speed: 90.0 mph applicable orgaer and mail not modified, reproduced Teton West Construction. Inc. 03/30/99 WALL BRACING WITHOUT PRIOR AUTHORIZATION I5 PROHIBITED. Wintl Exp. Cat.: B r ed for any other our as without prior written CUSTOMER Ground Snow: SB.3 psf nEprovei of vP smminga. B8 le Enter rises TIME Roof Snow: 35.0 psf he O ei CConV and/or Elqt., q i7I i good Yt LOCAr ION 121 4 1 Shaw Exp Cat.: Seismic Zone: 1 3 fiona�cOferfe� w 6Em o m ih ci eRta uT17QfnH R S n " s1 "c nei�pCvr �stanceB Henle Draysn PgOJEcr Rexburg, IO VP BUILDINGS oPAX/CHECK BuildingUse cat.: 4 eI . and 84f }n D ta,ia ?.AROlo9l!Fq,cO?e�L 4091 Ba le Enter rises 3-30 VARCO—PRUOEN _ _ Auz]11ary Loads NONE o erec�i'ilOrnv $ tits. u.c Bi @eanar,.r",,,... t.. scetE 6UILOINp ppGE IME 3 2 ----------------- SHEETING -_-______- MARK LENGTH THK COLOR --------------------- --- -'-'------- TRIM --------------------- ------------ FOA MARK ' PRW1 LENGTH COLOR (FINISH) I6'-1 13/16' 26 Arctic White (Sp) EF128 12'-3' Classic Red (KXL) EF208 20'-3' Classic Red (KXL) RFR10 f0'-0' Patrician Bronze (KXL) SET10B IO' -3' Classic Red (KXL) 1: b033.ca Projky: 976 Bldg: 1 Plane: 5 WALL ELEVATION AT WB Trlb Red) 20.0 psf (gravityy): 0.0 psf (uplift l: 0.0 psf q 90.0 mph Cat.: B W: 58.3 psf 35.0 paf Cat .: i no: 3 se Cat.: 4 VPesui Grog. on nareon. DIa PuI.hasoe0rtler a. reerocucee rooae rf snout rnor ------------------ Wall Sheetin 0ESc s1ISL0EN VP BUILDINGS VARCO—PRUOEN 12: 41