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HomeMy WebLinkAboutPLANS 1 - 99-00016 - Bagley Enterprises - New Warehouse5rmEF_-r Cu" - LA-Nl:) sc ply - l tl �4, yG�P, S A/ I O X00' 3qf x,. _-8 zz l tl �4, yG�P, S A/ I O X00' 3qf x,. _-8 ECIOM ,cavum SLUM 2+'MrIXECE z s/e• �TM z a/e• aiEaoR —1I 9UpEIffi I� Tri STANDING SEAM ROOF PANELS (SSR) 21 50T --L T UP6 1/2• II II H h—� z I/8' z 1/2- 6 /Y 6 1/2" GIRTS / PURLMS 2� 2� T UP 2y 12 8 1/2" GIRTS / PURLINS M N 111/2' Sa' P 00. 14• ILII 3' 1/2"' 11 1/2" PURLINS 14" PURUNS l. 90.0 mon Cat.: B w: 56.3 osf 35.0 Psf Cat.: 1 THE BUILDER / CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL OTHER PROJECT PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE REQUIREMENTS OF ANY GOVERNING BUILDING AUTHORITY. SUPPLYING SEALED ENGINEERING DESIGN DATA AND DRAWINGS FOR THE VP BUILDINGS BUILDING DOES NOT IMPLY OR CONSTITUTE AN AGREEMENT THAT VP BUILDINGS OR ITS DESIGN ENGINEER IS ACTING AS THE ENGINEER OF RECORD OR DESIGN PROFESSIONAL FOR THE CONSTRUCTION PROJECT. THESE DRAWINGS AND DESIGN DATA ARE SEALED AS TO THE STRUCTURAL SYSTEM FURNISHED BY VP BUILDINGS, IN COMPLIANCE WITH All REQUIREMENTS OF THE PURCHASE ORDER. THE BUILDER / CONTRACTOR IS RESPONSIBLE FOR SETTING OF ANCHOR BOLTS AND ERECTION OF STEEL BUILDING COMPONENTS IN ACCORDANCE WITH VP BUILDINGS "FOR CONSTRUCTION" DRAWINGS. TEMPORARY SUPPORTS OR BRACING REQUIRED FOR THE BUILDING ERECTION WILL BE THE RESPONSIBIUTY OF THE ERECTOR TO DETERMINE, FURNISH, AND INSTALL. 5. VP BUILDINGS IS AN APPROVED FABRICATOR WITH THE FOLLOWING CERTIFICATIONS: ICBG FA -240 AISC MB CERTIFIED CITY OF LOS ANGELES TYPE 1 FABRICATOR CIN OF SEATTLE CANADIAN WELDING BUREAU DIVISION 1 CERTIFICATION NIS DRAAW. INaumNG AHE INFCRMAnax HEREON, MANS ME PRIDMIN OF 4P SUMINC& IF G PRONDEO 50E Y FOR ERECTING ME SUNWHO 0MRSED IN NE IPP --M M. 414 ORDER YID 94LL NOr RE MWIFED�MOUCED OR USED FOR YIY O ER PORPOSE 'NI V PROR WRIREN .1,RWRL OF YJ RUM1mNOS. COVER SHEET ictian, Inc. —03/30/99 Irises ID 12: 36 Irises 3-30VP BUILDINGS Fe, B GENERAL NOTES U 1. MATERIALS ,OSTM DESIGNATION STRUCTURAL STEEL PLATE A529 OR A572 OR AS -,O OR A607 GRADE 50 COLO 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 GRACE 50 VP B BUILDINGS I I I L D I N G S BOLTS A307 AND A325 A307, UNLESS NOTED U 2. STRUCTURAL PRIMER V A R C O - P R U D E N 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. sr CWt eEE ,r DaER+DE STRUCTURAL BOLTS SHALL BE TIGHTENED BY THE TURN—OF—THE—NUT METHOD IN ACCORDANCE WITH THE se• m¢wcE N>JS99 NINTH EDITION, AISC SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS". ,r N, m� Swoix wa`� , e/+r , rn E��5� s• r s• PER SECTION 8D.1, AZ25 BOLTS MAY BE INSTALLED WITHOUT WASHERS WHEN TIGHTENED BY THE TURN—OF—THE—NUT METHOD. yr s/+' ' ALL HIGH STRENGTH BOLTS, EXCEPT AS NOTED OTHERWISE, ARE SUBJECT TO DIRECT TENSION R°°F On.7I AND _ a1.n "I I— ro F MAY REQUIRE INSPECTION AS DEFINED BY THE APPLICABLE BUILDING CODE OR STANDARD. IT IS THE I�"'^ 0I RESPONSIBILITY OF THE ERECTOR TO ASSURE PROPER TIGHTNESS. PANEL RIB ROOF & WALL PANELS (PR) VEE RIB WALL PANELS (VR) SPAN LOC WALL PANELS (SL) 4. BUILDER / CONTRACTORS 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. 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. f;' 25'-2 9/16' 25'-8 9/16"1 25'-8 9/15" 25'-8 9/16' 25'-8 9/16" 25'—B 9/16' 9/16° V F 'T T T 225'-2 —® ONCE THE BUILDER / CONTRACTOR OR A/E FIRM HAS SIGNED VP BUILDIGS APPROVAL PACKAGE, CHANGES N FROM THE PURCHASE ORDER BY THE BUILDER WILL BE BILLED TO THE BUILDER / CONTRACTOR FOR MATERIAL, ENGINEERING, AND HANDLING FEES. SUCH CHANGES MAY CAUSE THE PROJECT TO BE MOVED FROM THE FABRICATION AND / OR SHIPPING SCHEDULE. A PENALTY FEE MAY BE CHARGED IF THE PROJECT MUST BE MOVED FROM THE FABRICATION AND / OR SHIPPING SCHEDULE, AS LONG AS VP BUILDINGS DESIGN AND DETAILING APPROACH COMPLIES WITH THE PURCHASE ORDER. THE BUILDER / CONTRACTOR OR A/E FIRM ARE RESPONSIBLE FOR THE OVERALL PROJECT CONDITION. ALL INTERFACE AND COMPATIBILITY CONCERNING ANY MATERIALS NOT FURNISHED BY VP BUILDINGS ARE TO BE CONSIDERED AND COORDINATED BY THE BUILDER / CONTRACTOR OR A/E FIRM. UNLESS SPECIFIC DESIGN CRITERIA CONCERNING THIS INTERFACE BETWEEN MATERIALS IS FURNISHED AS PART OF THE PURCHASE ORDER, VP BUILDINGS ASSUMPTIONS WILL GOVERN. l. 90.0 mon Cat.: B w: 56.3 osf 35.0 Psf Cat.: 1 THE BUILDER / CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL OTHER PROJECT PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE REQUIREMENTS OF ANY GOVERNING BUILDING AUTHORITY. SUPPLYING SEALED ENGINEERING DESIGN DATA AND DRAWINGS FOR THE VP BUILDINGS BUILDING DOES NOT IMPLY OR CONSTITUTE AN AGREEMENT THAT VP BUILDINGS OR ITS DESIGN ENGINEER IS ACTING AS THE ENGINEER OF RECORD OR DESIGN PROFESSIONAL FOR THE CONSTRUCTION PROJECT. THESE DRAWINGS AND DESIGN DATA ARE SEALED AS TO THE STRUCTURAL SYSTEM FURNISHED BY VP BUILDINGS, IN COMPLIANCE WITH All REQUIREMENTS OF THE PURCHASE ORDER. THE BUILDER / CONTRACTOR IS RESPONSIBLE FOR SETTING OF ANCHOR BOLTS AND ERECTION OF STEEL BUILDING COMPONENTS IN ACCORDANCE WITH VP BUILDINGS "FOR CONSTRUCTION" DRAWINGS. TEMPORARY SUPPORTS OR BRACING REQUIRED FOR THE BUILDING ERECTION WILL BE THE RESPONSIBIUTY OF THE ERECTOR TO DETERMINE, FURNISH, AND INSTALL. 5. VP BUILDINGS IS AN APPROVED FABRICATOR WITH THE FOLLOWING CERTIFICATIONS: ICBG FA -240 AISC MB CERTIFIED CITY OF LOS ANGELES TYPE 1 FABRICATOR CIN OF SEATTLE CANADIAN WELDING BUREAU DIVISION 1 CERTIFICATION NIS DRAAW. INaumNG AHE INFCRMAnax HEREON, MANS ME PRIDMIN OF 4P SUMINC& IF G PRONDEO 50E Y FOR ERECTING ME SUNWHO 0MRSED IN NE IPP --M M. 414 ORDER YID 94LL NOr RE MWIFED�MOUCED OR USED FOR YIY O ER PORPOSE 'NI V PROR WRIREN .1,RWRL OF YJ RUM1mNOS. COVER SHEET ictian, Inc. —03/30/99 Irises ID 12: 36 Irises 3-30VP BUILDINGS Fe, B m O 9 QI 6e On: 0033,ca Proiky: 976 Bldg: i 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 - 36 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. d. FOUNDATION MUST BE LEVEL. SQUARE. AND SMOOTH. ANCHOR BOLTS MUST BE ACCURATELY PLACED AS SHOWN ON THIS DRAWING OR STEEL WILL NOT FIT. Wr Finished Floor Elevation = 100'-0" (Unless Otherwise Noted) nis droving is SaalaE only aE to the conoonanta furnished by w auil Einga Building Code: 97USC mid Drawing, !nclutl ins the mrormet ion hereon, Live LO (W/Trio Red) 20.0 pst mins the pr!DClUd of th euiidmse. Call. Ld (gravity): 0.0 pst It is provided far Eredtins the euilolns Coll. Ltl (Uplift)* 0.0 psi described in the appilcahie Purchase order I Wind Speed' 90.0 mph and snap not to mcEuied. reeroduced Wino Exp. Cat.: 8 used for any Other Our oose Without prior Ground Snow' 5a.3 psf Wr'tlan :mpraval f vP a�„ld;nse. Roof Snow: 35.0 The eI gpntra ndaoruErector Snow Ex Cat.: 1 pet �s�lZgr pons ipOi°er fere t ce. shed p onors:.an.e .i to"c'R)sn;z Seismic Zane: 3 an ci,Ss, fP hie D y a^� Y die .p �I,SE fid. n E tei]S Build inm Uee Cat.: d a a ati )pnedus trV s(!ama $ .. er..,..,,,,. n Anchor Bolt DES.. Tat nn wue♦ Pnn �.. n... GUOTE f dila f DATE 03/30/ TIME DRAW/CHECK7 VP BUILDINGS VARCC—PRUOEN PAGE ft FL E 5 1/8" All " Q Ql N 4,r 6n N L FL rL R,. FL cl, (4)1" Dia.A-36 A.Bolts Plate L -1'-n W-9" T-1/2" (4)1"' Dia.A-36 A.Balts - Plate L -f' -J" W=9' T=3/8" (213/4" Dia.A-36 A.Bolts (411" Dia.A-36 A.Bolts (4)1" Dia.A-3fi A.Bolts (4)i" Dia.A-36 A.Bolts Elevation= f02'-0" Elevation= 102'-0" Plate L=10" W=8° T=3/8' Elevation= 102'-0° Plate L=1'-1" W-9" T=1/2° Elevation- 100'-0" Plate L=1'-1" W-9" T=3/8° Plate L=i'-1" W=9" T=1/2" D1 0.0 psf DrGD°Pty pf auumnaa. AISC SPECIFICATIONS (FY - 36 KSI) , ANCHOR BOLT LENGTH AND METHOD OF Elevation= 100'-0' Elevation= 100'-0" Tc is prov;dee for Er`et tf [ne eui,d lne Op O D2 D3 D4 05 ns (4)1^ Dia.A-36 A.Solts Plate L=d'-1" W-9" T=1/2" Elevation= 100'-0" 5 1/8 t (2)3/4" Dia.A-36 A.Bolts Plate L=10" W=8" T=3/8" Elevations 102'-0" D13 On: o033.ca Pro)ky: 976 Bldg: i Plane: 1 (4)1" Dia.A-36 A.Bolts Plate L=1'-1" W=9" T=1/2" Elevation- 100'-0" 08 2 1/2" PROJECTION (U.O.N.) BOTTOM OF COLUMN BASE PLATE ELEV. x m o TYPICAL ANCHOR BOLT PROJECTION (4)i" Dia.A-36 A.Bolts Plate L -i'-1" W=9" T=f/2" Elevation- 100'-0" D9 �VAR] II BOTTOM OF COLUMN BASE PLATE 1 /2,r H = 0" TYPICAL COLUMN BASE PLATE DETAIL (4)1" Dia.A-36 A.Bolts Plate L=1'-1" W=9" T-1/2" Elevation- 100'-0". D10 1/2" DIAMETER CONCRETE ANCHORS (NOT BY VP) 11/4" OPENING WIDTH NOTE: t" PROJECTION -ABOVE BOTTOM OF JAMB CLIP FRAMED OPENING DETAIL EQ.1 3" EQ. 03/4" Oia.A-36 A.Solts Plate L=10" W -B" T=3/8° Elevation- 102'-0" D11 Q I 2 1/21 2 /21 (2)3/4" D1a,A-36 A.Bolts Plate L=10" W-8" T-3/8" Elevation= 102'-0• D12 Anchor Bolt QUOTE' PESC. BUILDER Teton West Construction, Inc. CUSTOMER Bagley Enterprises L9iAi ION Rexburg, ID VP BUILDINGS Pfl uEii 4091 Bagley Enter ria ee 3-30 VARCC—PRQOEN - SUILA _ 1 12: 37 1 m9 a my a o In. coM.n.OtO rurmanee by VP auvamge 1. CONCRETE, GROUT, ANCHOR BOLTS, AND ANY OTHER EMBEDDED ITEMS ARE TO BE - Building Code: 97USC FURNISHED BY OTHERS Live Ld (W/Trio Red) 20.0 psf the Tn1: orawma, ine luam99 the mroraau on neraon. reaa;ns en[ 2. ANCHOR BOLT DIAMETERS WERE DETERMINED By ALLOWABLE SHEAR AND TENSION PER Call. Ld !gravity): 0.0 psf DrGD°Pty pf auumnaa. AISC SPECIFICATIONS (FY - 36 KSI) , ANCHOR BOLT LENGTH AND METHOD OF Call. Ld (Uplift): 0.0 oaf Tc is prov;dee for Er`et tf [ne eui,d lne Op O TRANSFERRING FORCES FROM ANCHOR BOLTS TO FOOTINGS ARE TO BE DETERMINED Wind Speed: 90.0 mph aeag m tna ,DO,Sttir Pur Masa Ordm and anal, mot Da namnm. revrodu[ed BY OTHERS. Wind Exp. Cat.: B or used for any other Dwvoae wstnouc vraor 3. DESIGN LOADS AND REACTIONS ARE FURNISHED ON OTHER DOCUMENTS. Ground Snow: 58.3 psf ar,tten Approval or VP au„danae. 4. FOUNDATION MUST BE LEVEL, SQUARE, AND SMOOTH. ANCHOR BOLTS MUST 9E Roof Snow: 35.0 psf ea Qtn}ra, Cono-��)er and/ for M sp°na 1Bf ACCURATELY PLACED AS SHOWN ON THIS DRAWING OR STEEL WILL NOT FIT. Snow Ex Cat.: Exp. 1 rest te. 9p ad B GD ammo MP ,n Fyn cola "�IoiiKa n Seismic Zone: 3 1 ma Gecaii�0�2p01:nce�h,n�tSHia Qra.an �� "P �a Building Use Cat.: 4 Ggli dle 9m Itl Era[tio ape[tpaf en _iI --d `'a_uacry scana;rd$ Derta.n,n_. EQ.1 3" EQ. 03/4" Oia.A-36 A.Solts Plate L=10" W -B" T=3/8° Elevation- 102'-0" D11 Q I 2 1/21 2 /21 (2)3/4" D1a,A-36 A.Bolts Plate L=10" W-8" T-3/8" Elevation= 102'-0• D12 Anchor Bolt QUOTE' PESC. BUILDER Teton West Construction, Inc. CUSTOMER Bagley Enterprises L9iAi ION Rexburg, ID VP BUILDINGS Pfl uEii 4091 Bagley Enter ria ee 3-30 VARCC—PRQOEN - SUILA _ 1 12: 37 1 PRIMARY FRAMING SIZE CHART A325 BOLT CONNECTION CHART FRAME CLEARANCES s •.m ,,. °""` e,e Mm PART -NO FLG THK X WO WEB THK DEPTH APPROX.SHIP NO Gty Diameter Length Vertical Clearance Under Frame at FLiCX1 = 14'-7 1/8" 5/16START/ENO LENGTH 1 16 - J ,./4" 2" Vertical Clearance Under Frame at FLICX4 = 15'-0 1/36" � � .b� FLICXS �- •�J ' X 6.0 .188 12.1/38.9 32.6 2 143/4" 1 3/4" Vertical Clearance Under Frame at FLSPBCX5 - 17'-8 3/8" I�, um�• FLIR6X2 3/8" X 5.0 .388 39.0/21.9 14.8 3 16 3/4" 2" Horizontal Clearance Between FLiCX1 & FLSCX4 = 62'-1 1/4" 1/4"_ X 5.0 .134 21.8/26.4 20.0 4 2 3/4" 1 3/4" Finished Floor Elevation 100'-0" (Unless Otherwise Noted)samma ���_�"_ FLSRBX3 1/4" X 5.0 .134 28.4/19.0 20.0 5 2 3/4" 1 3/4"lj 1/4" X 5.0 .250 19.0/34.1 14.8; FLSCX4 5/16" X 6.0 .188 12.1/38.9 13.0 RANGE sales I °."kine .mqr- .0 unix aewcErs w ums mow vvsr aE w ,,Ufb. aE>•is- }NtlE MYpE BRYES ME mQuyla MNFII Iain . ON .13SRAX O XM MCd.VINE9 ey fe). FL 1 P6CX X 2@ .092 8.5/8.5 5 .9 Nutt- nw•oE norm ME gm.. mx sine dr nee rout w . ager unix 1e .uSpW mmd by M FLSDCC6 .065 X 5.0 2@.065 8.5/8.5 17.0 eX a� wnouwv" "'a"Er. w°AdZ .uiiw't°Joeua be°ni"Es csWE meOor.1 must e0a FLIOCC7 .065 X 5.0 210.065 8.5/6.5 17.2 TYPICAL FLANGE BRACE CONNECTIONS ❑4 2'-2" ❑3 1'-7 7/16- [2 3 1/4" J © 4•-0 11/16" O SEE A325 BOLT CONNECTION CHART On: b033. ca Pro)ky: 976 Bldg: 1 Plane: 8 Elevation at Frame Line 1 Tore Crewing ae sealed only as to he common.,,. rurd,a,.a by w eminmge 1. A325 HIGH STRENGTH BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE Building Coda: 97UBC NOVEMBER 13. 1985, ALLOWABLE STRESS -DESIGN 'SPECIFICATION FOR Live Ltl (W/Trib Red) 20.0 psf mia Crawmg, ineiumng the Information hereon, rema,n. the Property of VP euiidinga. STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS' SECTION S. (d) (1) 2: 12 I 2: 12 TURN -OF -NUT TIGHTENING". ® 0.0 psf It is Provided for Erecting the Building 2. USE 1/2" DIA. A307 BOLTS FOR PURLIN TO FRAME, GIRT TO FRAME, AND GIRT TO Wind Speed: 4,_ described in the apeacaelb Purchase order and anon not be ewdifaed, repr... emb o 0 m m 0 0 m m CLIP CONNECTIONS UNLESS NOTED OTHERWISE. SEE JOB OETAILS FOR BOLT LENGTHS. Wind Exp. Cat.: 4'- or used for any other eermeee vitnouc Prior O v m m LL LL Ground Snow: o O O O In m O LL O 35.0 psf In O v Snow Snow Exp Cat.: 1a�=fy Emg cola o g term nce lin ,.is "pcg4S;,r.Fera,ceo UL N Seismic Zone: Building Use Cat.: 3 4 u;i mgi a _tp.Sn°:'Fsi�'+ aa. s�f_�ndus`Er; pt gp_ a,?ap_raa in.ng,'o I m I O I I O FB4054 m U n m FB4050 U OQ I 07 J LL LL IU ULLL LL � I .. I t I N 1 I r -------------------- 302'-0" 'IT --------------------- 102'-0" ------------------- 102'-0" - 102'-" --- ------------------ --- a--------------- ------ --------------.------' ❑4 2'-2" ❑3 1'-7 7/16- [2 3 1/4" J © 4•-0 11/16" O SEE A325 BOLT CONNECTION CHART On: b033. ca Pro)ky: 976 Bldg: 1 Plane: 8 Elevation at Frame Line 1 Tore Crewing ae sealed only as to he common.,,. rurd,a,.a by w eminmge 1. A325 HIGH STRENGTH BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE Building Coda: 97UBC NOVEMBER 13. 1985, ALLOWABLE STRESS -DESIGN 'SPECIFICATION FOR Live Ltl (W/Trib Red) 20.0 psf mia Crawmg, ineiumng the Information hereon, rema,n. the Property of VP euiidinga. STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS' SECTION S. (d) (1) Coll. Ltl (gravity): 0 .0 psf TURN -OF -NUT TIGHTENING". Coll. Ltl (uplift): 0.0 psf It is Provided for Erecting the Building 2. USE 1/2" DIA. A307 BOLTS FOR PURLIN TO FRAME, GIRT TO FRAME, AND GIRT TO Wind Speed: 90.0 mph described in the apeacaelb Purchase order and anon not be ewdifaed, repr... emb CLIP CONNECTIONS UNLESS NOTED OTHERWISE. SEE JOB OETAILS FOR BOLT LENGTHS. Wind Exp. Cat.: B or used for any other eermeee vitnouc Prior 3. INSTALLATION OF ADEQUATE TEMPORARY BRACING FOR USE UNTIL CONSTRUCTION Ground Snow: 58.3 psf w"ittem Acorbval of ve suiimngs. IS COMPLETE, 25 THE RESPONSIBILITY OF THE ERECTOR. Roof Snow: 35.0 psf The neral C mtr c or d,'or Er ,tor ial +°c.na�e1. fa, a-ce a1 .be G'rvmbn+mp Snow Snow Exp Cat.: 1a�=fy Emg cola o g term nce lin ,.is "pcg4S;,r.Fera,ceo Seismic Zone: Building Use Cat.: 3 4 u;i mgi a _tp.Sn°:'Fsi�'+ aa. s�f_�ndus`Er; pt gp_ a,?ap_raa in.ng,'o Frame Elevation °ESC. I 8USL3Ec1nn wee• r,. 1r, QUOTE I VP BUILDINGS VARCO-PRUna, I 1 12: 37 1 I ` I I y 11 is Q U PRIMARY FRAMING SIZE CHART m O A325 BOLT CONNECTION LL CHART FRAME CLEARANCES al U tea.. "';•" PART -NO FLG THK X WO WEB THK DEPTH APPROX.SHIP No Oty Diameter Length Vertical Clearance Under Frame at FLBPBCX44 = 17'-8 3/8" 1 I X 5.0 2@.059 START/ENO LENGTH 1 4 1/2" 1 i/2" Finished Floor Elevation 100'-0" Unless Otherwise Noted) ;•cf�.1 9b y OCC38 .059 8.5/8.6 14,5 2 6 3/4" 1 3/4".., FLBRBX39 .134 X 5.0 .164 11.0/11.1 35.5 3 4 1/2" 1 1/2" >o -\\\ C8X40 3/16" X 5.0 .134 31.1/11.0 .5 4 4 1/2" 1 1/2" - 11; � '"; OCC3 OC8 .059 X 5.0 2@,059 8.5/8.6 14.5 14 5 4 1/2" 1 1/2" I "� FL8OCC42 .065 X 5.0 2@.065 8.5/8.5 18.3 ..w FI_80CC43 .065 X 5.0' 29.065 8.5/8.5 18.3 n."_ saes IDse niwrs: FLBPBCX44 X 5.0 2@.065 8.5/8.5 5.9 mwf-•u rvPc eawaw was ac aws wan we W.. spuE4- a � �adone a. TMT wv1 i "w°wi n�"wim n .065 n'"„` PeAcc, pr .xw[arcy ti�j :. I�.'sk evwcca ui"aaiaaE s" fuu o m xw �soca^s m m�wf wra. F8 2: a{g- 0 0 3 q•- 0 0 0 N N O m b 4 LL O O _ — m H _ — a FLBPBCX44 0 0 � O O � N O m N V_ _ N N _ H m I L, 23'-6" ❑4 2'-2" �3 1'-7 7/16" Q 3 1/4" ❑1 4'-0 11/16" ® SEE A325 BOLT CONNECTION CHART On: bO33.ca Projky: 976 Bldg: 1 Plane: 15 2. 3. IS THE STM A325 OR A490 BOLTS' SECTION B. (o) (1) FOR PURLIN TO FRAME, GIRT TO FRAME, AND GIRT TO OTEO OTHERWISE. SEE JOB DETAILS FOR BOLT LENGTHS. TEMPORARY BRACING FOR USE UNTIL CONSTRUCTION Elevation at Frame Line 8 This 01avm9 1. sealed only as to the comoonanta furnfeneo by VP BV1141D9s Building Code: 97USC This Drawing, including the fnlerm tion hereon, Live LO (W/Trib Red) 20.0 DIVr.neina the Prpp ty or VP Building.. Coll. Ltl (gravity): 0.0 psf it is croeio.d wr Erecting the Bu Coll. Ltl (uplift): 0.0 psi d..cr idea in the aopli cab le Purchase Meer Mine Wino Speed: 90.0 mph an" snau noc be dt clad.. reoro.u..d Wind Exp. Cat.: B Pr sed for any Diner Purpose without Prior Ground Snow: 58.3 psf Mrf ttan Approval of VP &Ilpin99. Roof Snow: 35.0 psf giB `{"gyal a°o"onainjpr fe�dao. Ea�`tor..d Snow Exp. Cat.: 3 tlw#jw#t°r ngr.Rs"#oiP in g niRi,nsa Seismic Zone: 3 tlaSi 'q t#Ec`o ie4'vv` ;�`a7na� t" `9le Do°.trn Suildin9 Use Cat.: 4 anp as nuns try scan aids pe R.no SCALE Frame Elevation DfaC. 8UTLER 1— 1--r n.. -- TYPICAL FLANGE BRACE CONNECTIONS a 03/30/99 Nf 12: 37 VP BUILDINGS DpANi CMOF EC% VARCO—PgUOEN PedE I ` I I y V U Q U I ml m O m LL LL al U DUI I U I� I I 1 I I 1 I I 1�":'0 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 102'-0" _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 102'-0„- - - - - - - - - - - - - - - - - --102•iP” t--------------------------------------------------=------------------- L, 23'-6" ❑4 2'-2" �3 1'-7 7/16" Q 3 1/4" ❑1 4'-0 11/16" ® SEE A325 BOLT CONNECTION CHART On: bO33.ca Projky: 976 Bldg: 1 Plane: 15 2. 3. IS THE STM A325 OR A490 BOLTS' SECTION B. (o) (1) FOR PURLIN TO FRAME, GIRT TO FRAME, AND GIRT TO OTEO OTHERWISE. SEE JOB DETAILS FOR BOLT LENGTHS. TEMPORARY BRACING FOR USE UNTIL CONSTRUCTION Elevation at Frame Line 8 This 01avm9 1. sealed only as to the comoonanta furnfeneo by VP BV1141D9s Building Code: 97USC This Drawing, including the fnlerm tion hereon, Live LO (W/Trib Red) 20.0 DIVr.neina the Prpp ty or VP Building.. Coll. Ltl (gravity): 0.0 psf it is croeio.d wr Erecting the Bu Coll. Ltl (uplift): 0.0 psi d..cr idea in the aopli cab le Purchase Meer Mine Wino Speed: 90.0 mph an" snau noc be dt clad.. reoro.u..d Wind Exp. Cat.: B Pr sed for any Diner Purpose without Prior Ground Snow: 58.3 psf Mrf ttan Approval of VP &Ilpin99. Roof Snow: 35.0 psf giB `{"gyal a°o"onainjpr fe�dao. Ea�`tor..d Snow Exp. Cat.: 3 tlw#jw#t°r ngr.Rs"#oiP in g niRi,nsa Seismic Zone: 3 tlaSi 'q t#Ec`o ie4'vv` ;�`a7na� t" `9le Do°.trn Suildin9 Use Cat.: 4 anp as nuns try scan aids pe R.no SCALE Frame Elevation DfaC. 8UTLER 1— 1--r n.. -- TYPICAL FLANGE BRACE CONNECTIONS a 03/30/99 Nf 12: 37 VP BUILDINGS DpANi CMOF EC% VARCO—PgUOEN PedE 19; PBCX32 m In (2) FB4070 PRIMARY FRAMING S:ZE CHART r A325 BOLT CONNECTION CHART FRAME CLEARANCES - � I Q 1 PART -NO FLG THK X WD 'AES THK DEPTH APPROX.SHIP NO Gty Diameter Length Vertical Clearance Under Frame at CX8 14'-4 1/4" MI II v v START/ENO LENGTH 1 24 3/4" e"" Vertical Clearance Under Frame at CX11 - 14'-4 1/4" CX8 3/8" X 7.0 .i88 12.1/39.9 14.4 2 6 3/4" 2" Vertical Clearance Under Frame at PBCX12 = 17'-8 3/8" FL2RBX9 3/8" X 7.0 .188 42.0/22.9 14.8 C 20 3/4" 2" Horizontal Clearance Between CX8 6 CXii = E1'-11 3/16" 1/4" X 7.0 .134 22.8/15.2 20.0 - Finished Floor Elevation = 100-0" (Unless Otherwise Noted) FL2RBX10 1/4" X 5.0 ..134 15.3/19.9 20.0 3/8" X 5.0 .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 22.120 8.5/8.5 5.9 19; PBCX32 m In (2) FB4070 r e`u XI U - � I Q 1 I I 1 I Q .Q N N m E 0 F AFIGE wS PEwlan,EHR ,pAl,- Mt n.wct exncv w Opole scmxf war aE vsnae0. mVYz- awls vwwE aw'Sv uE Awum NMw wm V6q 01 ums ycnov a xm +cccwwco of (E). iN[N- MWE EPM£a NE MGIM4 Mnl YMS M M poaE Ma . lier YMI( L4 .1UCNr.WIFO N (3). Rue , Wino)£ PoE19L pVf.F it. a aaKO MM THE Cons Of T!E Xne Ne. GNEIe- aapY`.� PlE9aK PLM`L NL fMl£ .. ON M.. or ik iPAYE Mf a. TYPICAL RANGE BRACE CONNECTIONS 10 i5 8 1/2" AD 2'-2" 1'-7 7/16" . 3 1/4" 4'-0 11/16" SEE A325 BOLT CONNECTION CHART On: b033.ca Pr0)ky: 976 Bldg: 1 Plane: 9 .. A325 HIGH STRENGTH BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE NOVEMBER 13. 1985. ALLOWABLE STRESS DESIGN 'SPECIFICATION FOR SIHUCNRAL JOINTS USING ASTM A325 OR A490 BOLTS' SECTION B. (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 OTHERWI=E. 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 Tnts Or avmg to Seale- amy ae to the Component, rwnl.haO ey w euyalnes ilding Code: 97UBC Tole Oraving, lntludin the informn, information hereo ve Ld lW/Trib Aso) 20.0 psf eenasna the orpoerty o� vo aui minye. 11. Ltl (gravity): 0.0 pat It le prpytded for Erecting the Building 11. Ltl (Uplift): 0.0 pat deacrvbed in me.,pllt,ble porches. prier nd Speed: 90.0 mph and shall not oe dlf tea, reoroduced nd Exp. Cat.: B r ad for any other ourcoae altnout 1110, NrAtten Approval f vv suilding,. ofntl o:Snow: 58.3 psf The f n ral Contp c or end/or a for of Snow: 35.0 psf '. ."tai 1,n, of or [i, eooa g �y �'O�kmxn ` fn• fi hoe pR Exp cat.: 1 9133 g R eaeSgn FRT, ismie Zone: 3 6 in b t lis r $e9enred m tn;1 pras0 . °a) 4�Y'ceab�e , a na, sr€ON. o.c,:�s i )ding U58 Cat.: 4 n _i ,inap, qy ; ,aro per ,_to Frame Elevation DESC, BUh`oE' ^ w, r---�.. I VP BUILDINGS VARCO-PRUOEN 1 12: 37 1 Q Q N N m m c Q .Q N N m LL LL 0 O O M MI II v v LL m U O m ' - - FL2RBX20 M I` I 0 30 I (2)F84070 I I I IH X U I I I ---------------------------------------------------------------- I YY i5 8 1/2" AD 2'-2" 1'-7 7/16" . 3 1/4" 4'-0 11/16" SEE A325 BOLT CONNECTION CHART On: b033.ca Pr0)ky: 976 Bldg: 1 Plane: 9 .. A325 HIGH STRENGTH BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE NOVEMBER 13. 1985. ALLOWABLE STRESS DESIGN 'SPECIFICATION FOR SIHUCNRAL JOINTS USING ASTM A325 OR A490 BOLTS' SECTION B. (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 OTHERWI=E. 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 Tnts Or avmg to Seale- amy ae to the Component, rwnl.haO ey w euyalnes ilding Code: 97UBC Tole Oraving, lntludin the informn, information hereo ve Ld lW/Trib Aso) 20.0 psf eenasna the orpoerty o� vo aui minye. 11. Ltl (gravity): 0.0 pat It le prpytded for Erecting the Building 11. Ltl (Uplift): 0.0 pat deacrvbed in me.,pllt,ble porches. prier nd Speed: 90.0 mph and shall not oe dlf tea, reoroduced nd Exp. Cat.: B r ad for any other ourcoae altnout 1110, NrAtten Approval f vv suilding,. ofntl o:Snow: 58.3 psf The f n ral Contp c or end/or a for of Snow: 35.0 psf '. ."tai 1,n, of or [i, eooa g �y �'O�kmxn ` fn• fi hoe pR Exp cat.: 1 9133 g R eaeSgn FRT, ismie Zone: 3 6 in b t lis r $e9enred m tn;1 pras0 . °a) 4�Y'ceab�e , a na, sr€ON. o.c,:�s i )ding U58 Cat.: 4 n _i ,inap, qy ; ,aro per ,_to Frame Elevation DESC, BUh`oE' ^ w, r---�.. I VP BUILDINGS VARCO-PRUOEN 1 12: 37 1 PRIMARY FRAMING SIZE CHART PART -NO FLu" THK X WO WEB THK DEPTH APPROX.SHIP START/ENO LENGTH CX13 3/8" k 7.0 .188 12.1/39.9 14.5 FL3RBX14 3/6" X 7.0 .SBS 41.0/22.9 14.8 1/4" X 7.0 .134 22.8/16.2 20.0 FL3RBX15 1/4' X 5.0 .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 5.9 114 (2) FB4070 SF83034 A325 BOLT CONNECTION CHART FRAME CLEARANCES No Oty Diameter Length Vertical Clearance Under Frame at CX13 = 14'-5 1/4" 1 24 3/4" 2" Vertical Clearance Under Frame at CXSS - 14'-4 1/4" 2 5 3/4" 2" Vertical Clearance Under Frame at PBCX12 - 17'-8 3/8" 3 20 3/4" 2" Horizontal Clearance Between CX13 5 CX11 - 81'-11 3/16" Finished Floor Elevation - 100'-0" (Unless Otherwise Noted) nn 9 S m )Fil'L 4 � N 0 N p O N LL LL m m m v fm LL O m m LL LL peCX12 - _ FV -31R- 'A —� O my Mn- at. 9P i M .. 2CIpl3 WCE aC MUYID. 3- b,, , at U PEWwm os 1 e w 9Eltax 6 `pt YC .Im. aY :(A RCE - iLIYLE 9P.VII MF MCY &Ea M.WU 9CEe SOMA ITHE imm Em g1 pµf ateb L4 IERIWµIEO 3f (2). M1ENE4E0. rtla91&E IME SM1aaa m iCWNro , C . OE M eNW'pIC, PLCF - y.XCVt�tY p06mm[PIA.'L LL eE4L a0.µi5 ON ME SNAE 9CE M TIE FlUYC MLe. TYPICAL FLANGE BRACE CONNECTIONS Q J a N Q � m o m - FL3RBX35 mLL I 1 I O (2)F84070 I I I I� X IV 1 ---------------------------------------------------------------- I ❑5 8 1/2" F41 2'-2" �] 1'-7 7/15" j� 3 1/4" 4'-0 11/16" O SEE A325 BOLT CONNECTION CHART On: bO33.Ca ProjXY: 975 Bldg: 1 Plane: 10 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. Wind Speed: Wind Exp. Cat.:. Ground Snow: Roof Snow: Snow Exp. Cat.: Seismic Zane: Building Use Cat.: Elevation at Frame Line 3 soled only as to the Components furnished by VP euildinge 97UBD Tms Drawing, ind lumng the Information hereon, 20.0 psf rcwina the property of VP Building, 0.0 psf n I .-deo ror ErecmnG ens sduemg 0.0 psf deac�i'�ea io the �Ppalta°19 Purchase order 90.0 mph ordusea%A .nyeothe, ouncoee°viinout prior SB.3 psf '4'i cten aporpvaI pf VP auilainga. The G n all CContra or d/or Erector 35.0 psf is agtaiy__e p9ne 1� a_ro Frame Elevation [IES. 9lIILTEe'.,.. u....♦ ..---�- 1 VP BUILDINGS VARCO—PRUDEN 1 12: 38 1 PRIMARY FRAMING SIZE CHART A325 BOLT CONNECTION CHART FRAME CLEARANCESe-not en`:EaoX PART -NO FLG THK X WO WEB THK DEPTH APPROX.SHIP No Qty Diameter Length Vertical Clearance Under Frame at CXIS 14'-5 1/4" �. ��-". _' •aR ,.eK START/END LENGTH 1 24 3/4" 2' Vertical Clearance Under Frame at CX21 14'-4 1/4" CX18 3/8" X 7.0 .188 12.1/39.9 34.5 2 6 3/4" 2' Vertical Clearance Under Frame at PBCX22 = 17'-B 3/8" RBX19 3/8" X 7.0.- .iS8 41.0/22.9 14.8 3 20 3/4" 2" Horizontal Clearance Between CX18 6 CX21 = 81' -ii 3/16" +ewe:-, M 1/4" X 7.0 .134 22.8/16.2 20.0 Finished Floor Elevation = 100'-0" (Unless Otherwise Noted) RBX20 1/4" X 6.0 .134 16.3/19.9 20.0 3/8" X 6.0 .168 20.0/42.1 14.8 (� iLLMP 50.+LF �. v,s Me CX21 3/8" X 7.0 .188 12.1/39.9 14.4 - XENRENamoMf)+_.xE n.wx aw.co a acss�d sasr !E gym. PBCX22 .120 X 5.0 2@.120 8.5/8.5 5.9 PAFjR . M BMCEi ME IEM. . MRN PM! VM%:M Odnd lCLMN O ., NCOY ... ue - awE=l-rude se�+REa kudos. s. a ME fRWE xm. rw. ie wxxJaxiEo RY 4). MC h MEAERR nSdmE pLME 56VGE BRY.[i tGXMB1 IXE CEMER Gi ME 4JRgXE. PLtE/!-'MIgC1FA JwSl91[ paR .W. SpgE 3PK.E5 °X 1XE 11YE 59. [GMC tPAYC M8 - TYPICAL FLANGE BRACE CONNECTIONS Q ❑5 2, 12 2: 12 © 2'-2" 0 0 4 3 m n m m o Q3 Q O N m m m v LL LL LL O o e On m m z/ DO Q LL O to © 3 1/4" _ I 4'-0 11/16" ® SEE A325 BOLT CONNECTION CHART Elevation at Frame Line 4 I I I O O I � oRw as to the c°m°anente furntanea by'vr emldinse (2) FB4070 I I 3 I ml 1. 2. 3. A325 HIGH STRENGTH BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE NOVEMBER 13, 1985, ALLOWABLE STRESS DESIGN 'SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS' SECTION S. (d) (1) 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. TEMPORARY BRACING FOR USE UNTIL CONSTRUCTION INSTALLATION OF THE IS COMPLETE, IS THE RESPONSIBILITY OF THE ERECTOR. I i I SF93034 x n,s orexme, ,ncwddns the inrcrmetlon heron, rvea,ns the brbPerfY or w au„d,nae. It sx arovdded for erecting me smmins described in the aPP11°eb1& Purchase Order ane gnat, not be sod,ried. redroduced or used for any other o"reole x¢nout ortar Written aParaYe, Of w enf,dfnea. M1G G al eLanV r and3ar Erector I fp"yi vdnaei° for ur.t, s°nd onej�f Is ,q o"�o�m n@e :fEnit�si�"s e eAili! lerenced g :ms Orex ih . a,@3p 1 , VP ssns,dmse =rests o ea,4s i'o g4q {no�yfrr ice=" ai°9 4'ne°@dFye$t Eu°se gr 6eno...Y erec+nq. Frame Elevation - Ix aurLpEa REV OAT sY OESC. TatOn West Construction, Inc. VP BUILDINGS yARCp—PRUOEN DATE 03/30/S9 cusmNEa Begley Enterprises I I oxawicnecs PPaJECT 4091 Ba la Enterarises 3-30 ecnLE au,tmua NTS 70x180%18 I � I 1 I I I ----------------------------------------------------------------- ❑5 8 1/2" 2'-2" Q3 1'-7 7/16" © 3 1/4" _ ❑i 4'-0 11/16" ® SEE A325 BOLT CONNECTION CHART Elevation at Frame Line 4 On: b033.ca Proiky: 978 Bldg: 1 Plane: 11 TNi Main, ie sealed oRw as to the c°m°anente furntanea by'vr emldinse 1. 2. 3. A325 HIGH STRENGTH BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE NOVEMBER 13, 1985, ALLOWABLE STRESS DESIGN 'SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS' SECTION S. (d) (1) 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. TEMPORARY BRACING FOR USE UNTIL CONSTRUCTION INSTALLATION OF THE IS COMPLETE, IS THE RESPONSIBILITY OF THE ERECTOR. Building Code: Live Ld (W/Trib Red) Call. Lo (gravity): Call. Ltl (Uplift) : Wind Speed: Wind Exp. Cat,: Snow; Roof Snow: Roof Snow Esp.Cat.: Seismic Zane: Building Use Cat.: Auxiliary Loads 97UBC 20.0 psf 0.0 oaf 0.0 psi 90.0 mph B 58.3 pat 35.0 psf 1 3 4 NONE n,s orexme, ,ncwddns the inrcrmetlon heron, rvea,ns the brbPerfY or w au„d,nae. It sx arovdded for erecting me smmins described in the aPP11°eb1& Purchase Order ane gnat, not be sod,ried. redroduced or used for any other o"reole x¢nout ortar Written aParaYe, Of w enf,dfnea. M1G G al eLanV r and3ar Erector I fp"yi vdnaei° for ur.t, s°nd onej�f Is ,q o"�o�m n@e :fEnit�si�"s e eAili! lerenced g :ms Orex ih . a,@3p 1 , VP ssns,dmse =rests o ea,4s i'o g4q {no�yfrr ice=" ai°9 4'ne°@dFye$t Eu°se gr 6eno...Y erec+nq. Frame Elevation %UOTE I JGa e aurLpEa REV OAT sY OESC. TatOn West Construction, Inc. VP BUILDINGS yARCp—PRUOEN DATE 03/30/S9 cusmNEa Begley Enterprises nNE leCAi]eN RaXOur IO oxawicnecs PPaJECT 4091 Ba la Enterarises 3-30 ecnLE au,tmua NTS 70x180%18 voce PRIMARY FRAMING SIZE CHART PART -NO FLG THK X WO WEB THK DEPTH APPROX.SHIP START/END LENGTH CX18 3/8" X 7.0 ,168 12,1/39.9 14.5 RBX19 3/8" X 7.0 .188 41.0/22.9 14.8 1/4" X 7.0 .134 22.8/16.2 20.0 REX20 1/4" X E.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 .188 12.1/39.9 14.4 PBCX22 .120 X 5.0 2@.120 8.5/8.5_ 5.9 A325 BOLT CONNECTION CHART FRAME CLEARANCES"-_ IDis DraWing, inQ4di.g the infOrmetion hers.., rerains the pr.aerty oe VP aulldinSs. it is pr.vmea far Frect mg the ..,lmny descrnpea in the SPpli.eRe wrt-.ase order a.e shall not he mmlfiea, reprvp.ca. or used fpr A, other purpose xl tn.ut .rior. mitten A....ysl .e w eus l..iree. Th o aI St.ntrec .r an.aar spec for a SaSy ppna,pfe fc� .I, m. gods Wut, ty N rkmeon nip tnee Ct in thea sing qq .r n ,-a z�,i W 0ntq_j pec a^=ad R,s Dravin�, xtS agTlic°s. a+a `� Sim ngsp= mon De cel a pro er oNCC:oOY irvc �uC n9 [leis tC.11. 2 use E gena dry prbc:ng. Frame E l e v a t i o n GUOTE a 6" 3 No Oty Diameter Length Vertical Clearance Under Frame at CX18 - 14'-e 1/4" La ' m,r,==1e 1 24 3/4" 2" Vertical Clearance Under Frame at CX21 - 14'-4 1/4' v..w lana m 2 6 3/4" 2" vertical Clearance Under Frame at PBCX22 = 17'-8 3/8" m J 3 20 3/4" 2" Horizontal Clearance Between CX18 6 CX21 - 61'-11 3/16" 01 Finished Floor Elevation = 100'-0" (Unless Otherwise Noted) Go I fLV14E eRJLf PEPINOrtx1Y � mt[}e- Hi a xla ep�crs a cxpss smp)IA v.s eE Iw+4 PUffx- 9N. FlgWE 6VILt3 4E PE m WNW MRS, xW( CN CROy SCfiex o xol .YSOVPIM1£➢ er izl. pWa} .11Se E 5p12i MREW LYEO 9 R90E4 Cf TIE iM4E WU .1 X1VIRE YMI 6.V.YANPuhe SY W. MAEI4 µieNegp PogSIAE 901e1X i PUCE dMCL41. TIE CWIER Or TIE @1tlpW. pNEfS- WpIC.Ex NSA[ .LACE ILL SM0.L BRKES eN ME 541E ]b[ CI TIC iRWf MID. TYPICAL FLANGE BRACE VCONNECTIONS ❑5 B 1/2" 2,-2„ Q3 1'-7 7/15" 3 1/4" © 4'-0 11/16" ® BEE A325 BOLT CONNECTION CHART On: bO33.Ca Prolky: 976 Bldg: 1 Plane: 12 Elevation at Frame Line 5 NOVEMBER 13. 1905. ALLOWABLE STRESS DESIGN 'SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS' SECTION S. (d) (1) 'URN -OF -NUT TIGHTENING'. 2. USE 1/2' OIA. 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 GRACING FOR USE UNTIL CONSTRUCTION IS COMPLETE, IS THE RESPONSIBILITY OF THE ERECTOR. • s �_ Live Ld (W/Trio Red) Call. Ld (gravity): Call. Ld (uplift): Wind Speed: Wind Exp. Cat.: Ground Snow: Roof Snow: Snow EX Cat.: P Seismic Zane: Building t)50 Cat.! Auxiliary �_Daos •" 20.0 0.0 0.0 90.0 8 58.3 35.0 i 3 4 NONE psf psf psf mph psf psf IDis DraWing, inQ4di.g the infOrmetion hers.., rerains the pr.aerty oe VP aulldinSs. it is pr.vmea far Frect mg the ..,lmny descrnpea in the SPpli.eRe wrt-.ase order a.e shall not he mmlfiea, reprvp.ca. or used fpr A, other purpose xl tn.ut .rior. mitten A....ysl .e w eus l..iree. Th o aI St.ntrec .r an.aar spec for a SaSy ppna,pfe fc� .I, m. gods Wut, ty N rkmeon nip tnee Ct in thea sing qq .r n ,-a z�,i W 0ntq_j pec a^=ad R,s Dravin�, xtS agTlic°s. a+a `� Sim ngsp= mon De cel a pro er oNCC:oOY irvc �uC n9 [leis tC.11. 2 use E gena dry prbc:ng. Frame E l e v a t i o n GUOTE a 6" 3 VP BUILDINGS VANCO-PRU OEN DATE 03/30/99 / /99 CUSTOMER Bagley Enterprises iixE 12:38 Lo.^nTION Rexburg, IO Dncx+CMEcx © 6U1.D LNG sc'tE NTS 70x1BOx18 La PASS �f v 2: 12 0 0 0 0 4 3 m m u LL o ED e m m mLL o O Do e Q SO m U_ o m 01 Go I 1 O 3 O (2) F84070 (2) FB4070 = ftl I 1 m in DO SF63034 i xI IN x Ui Q S IU I I � I I I I nay- iY - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ❑5 B 1/2" 2,-2„ Q3 1'-7 7/15" 3 1/4" © 4'-0 11/16" ® BEE A325 BOLT CONNECTION CHART On: bO33.Ca Prolky: 976 Bldg: 1 Plane: 12 Elevation at Frame Line 5 NOVEMBER 13. 1905. ALLOWABLE STRESS DESIGN 'SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS' SECTION S. (d) (1) 'URN -OF -NUT TIGHTENING'. 2. USE 1/2' OIA. 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 GRACING FOR USE UNTIL CONSTRUCTION IS COMPLETE, IS THE RESPONSIBILITY OF THE ERECTOR. • s �_ Live Ld (W/Trio Red) Call. Ld (gravity): Call. Ld (uplift): Wind Speed: Wind Exp. Cat.: Ground Snow: Roof Snow: Snow EX Cat.: P Seismic Zane: Building t)50 Cat.! Auxiliary �_Daos •" 20.0 0.0 0.0 90.0 8 58.3 35.0 i 3 4 NONE psf psf psf mph psf psf IDis DraWing, inQ4di.g the infOrmetion hers.., rerains the pr.aerty oe VP aulldinSs. it is pr.vmea far Frect mg the ..,lmny descrnpea in the SPpli.eRe wrt-.ase order a.e shall not he mmlfiea, reprvp.ca. or used fpr A, other purpose xl tn.ut .rior. mitten A....ysl .e w eus l..iree. Th o aI St.ntrec .r an.aar spec for a SaSy ppna,pfe fc� .I, m. gods Wut, ty N rkmeon nip tnee Ct in thea sing qq .r n ,-a z�,i W 0ntq_j pec a^=ad R,s Dravin�, xtS agTlic°s. a+a `� Sim ngsp= mon De cel a pro er oNCC:oOY irvc �uC n9 [leis tC.11. 2 use E gena dry prbc:ng. Frame E l e v a t i o n GUOTE a BUILDER - REV oar ev Desxa Tetan West Construction, Inc. VP BUILDINGS VANCO-PRU OEN DATE 03/30/99 / /99 CUSTOMER Bagley Enterprises iixE 12:38 Lo.^nTION Rexburg, IO Dncx+CMEcx PRa�a-; 4091 Bagley Enterprises 3-30 6U1.D LNG sc'tE NTS 70x1BOx18 PASS �f v PRIMARY FRAMING SIZE CHART PART -NO FLG THK X WO WEB THK DEPTH APPROX.SHIP START/END LENGTH CX13 3/8" X 7.0 .1S8 12.1/39.9 14.5 FL5RBX29 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 20.120 8.5/8.5 5.9 A325 BOLT CONNECTION CHART FRAME CLEARANCES ouOTE 1 On m SUILOEF EV OA By SEES. Teton West Construction, Inc. No Oty Diameter Length Vertical Clearance Under Frame at CX13 = 14'-5 1/4" 1 24 3/4" "e" Vertical Clearance Under Frame at CX11 - 14'-4 1/4" 2. 6 9/4" 2" Vertical Clearance Under Frame at PBCX12 = 17'-8 3/8" 3 20 3/4" 2" Horizontal Clearance Between CX13 & CX11.= 61'-I] 3/16" Finished Floor Elevation - 100'-0" (Unless Otherwise Noted) FA pBCX12 FL6PBX29 I I 1 (2) FB4070 a Oj �1 I m m til SFB3034 i v � I I 1 I I I n L \J BAMOE Seat R OURBIae4 axafs- ML "et awns oW . st m Wosr It secwu'. .,W£ M CR aPNB ..M� ��pfp 'M1EH PMR W.¢Y .Ni Lyp9 ao I........ un. sourOE9 ti' MF iaWi 'M1ID W,FN P.VI WKK IS IR IRWY➢ vrvA, NnmE 4flE . Mt�SMg asesi e. ne �°M ME.,rt, TYPICAL FLANGE BRACE CONNECTIONS O O —®ISS m .+ 0 m c c u Qo m — — FL6RBX3p mLL N I I I V/ (2) F04070 I ---------------------------------------------------------------- I I I� X IV I I I I © 8 1/2" ❑4 2'-2" 03 1'-7 7/18" ® 3 1/4" �i 4'-0 11/16" ® SEE A325 BOLT CONNECTION CHART On: bO33.ca Pro}ky: 976 Bldg: f Plane: f3 Elevation at Frame Line 6 NOVEMBER 13, 1985. ALLOWABLE STRESS DESIGN 'SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS' SECTION S. (d) (1) TURN -OF -NUT TIGHTENING'. 2. USE 1/2' GIA. 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. ''X Live Lp(W/Trip Rep) 20.0 psf Call. Ltl (gravity): 0.0 psf Coll. Ld (uplift): 0.0 psf Wind Speed: 90.0 mon Wind Exp. Cat.: B Ground Snow: 69.3 psf Roof Snow: 35.0 psf SOOW Exp. Cat.: i Seismic Zone: 3 Building Use Cat.: 4 Auxiliary Loads NONE Oo Frame Elevation ouOTE 1 On m SUILOEF EV OA By SEES. Teton West Construction, Inc. ti o 0 N N Q O Too Go m U. m PIN to 1. m 11 O pBCX12 FL6PBX29 I I 1 (2) FB4070 a Oj �1 I m m til SFB3034 i v � I I 1 I I I n L \J BAMOE Seat R OURBIae4 axafs- ML "et awns oW . st m Wosr It secwu'. .,W£ M CR aPNB ..M� ��pfp 'M1EH PMR W.¢Y .Ni Lyp9 ao I........ un. sourOE9 ti' MF iaWi 'M1ID W,FN P.VI WKK IS IR IRWY➢ vrvA, NnmE 4flE . Mt�SMg asesi e. ne �°M ME.,rt, TYPICAL FLANGE BRACE CONNECTIONS O O —®ISS m .+ 0 m c c u Qo m — — FL6RBX3p mLL N I I I V/ (2) F04070 I ---------------------------------------------------------------- I I I� X IV I I I I © 8 1/2" ❑4 2'-2" 03 1'-7 7/18" ® 3 1/4" �i 4'-0 11/16" ® SEE A325 BOLT CONNECTION CHART On: bO33.ca Pro}ky: 976 Bldg: f Plane: f3 Elevation at Frame Line 6 NOVEMBER 13, 1985. ALLOWABLE STRESS DESIGN 'SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS' SECTION S. (d) (1) TURN -OF -NUT TIGHTENING'. 2. USE 1/2' GIA. 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. ''X Live Lp(W/Trip Rep) 20.0 psf Call. Ltl (gravity): 0.0 psf Coll. Ld (uplift): 0.0 psf Wind Speed: 90.0 mon Wind Exp. Cat.: B Ground Snow: 69.3 psf Roof Snow: 35.0 psf SOOW Exp. Cat.: i Seismic Zone: 3 Building Use Cat.: 4 Auxiliary Loads NONE 1113 Drawing, Inc ]uo in9 the information hereon, remains the Property °f WBuildings. 1t is Provides for ereccsng me eui ming aescl ibed in the aommeme Purehma 0rtler and shall not ba laodirad, rearodueetl or uelu for any, other Puroose without Prior Written APprPVal m VP Buildings. rhe g e ai �onerac •or aao� Eetor is Pi"e�y -Pons to is forto...(e. good ei }e'i8 "°""go"9EA°I '"s 04€n iBRi°"'s .q@ sj 8;ale"vvre`,S(@'ci ; er €�'}an°oe'UM: and °aqq }ne cry , d nab €afn`r( UoM_$r.Ct_°sr ino1°ring €ee c r "Sgt use Frame Elevation ouOTE 1 JOB I SUILOEF EV OA By SEES. Teton West Construction, Inc. VP BUILDING$ VARCO-PRUOEN oaiE 03/30/99 OUETOME Ba le Enterprises es TIME ]2:38 LacxllaW Rexburg, ID OP.AW/CP.EC6 pflCJEiT 4091 Ba le Enterprises 3-30 SCALE urc BUILDING PAGE !, PRIMARY FRAMING SIZE CHART PART -NO FLG THK X WO WEB THK DEPTH APPROX.SHIP START/ENO 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 20.0/42.1 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 No qty Diameter Length Vertical Clearance Under Frame at CXB - 14'-4 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 as 17'-B 3/8" 3 20 3/4" 2" Horizontal Clearance Between CX8 6 CX11 = 61'-11 3/15' I Finished Floor Elevation = 100'-0" (Unless Otherwise Noted) . wpa ads am ww.w a.,a can fuace aaua enessed. MAUI- Mt Nn 4t ... pages aeelpl8 wef 11 YS/uID. MDU°- 9Mit nNKE ¢LCF9'es WLIIPFn'.. sew qi rAM9 spends 6 1. ICCEYp41fy 3Y p). swuld- n.vaa suraz un Amain Som vas or Tlc twit[ om . sits aye. W a4�iPaMm ar (at aNEsao,N- se asMeta F. K idt LL 9PICIL° a°e° SPnGfaaaba Iled ea TWE as or he hoAas ads TYPICAL FLANGE BRACE CONNECTIONS 05 8 1/2" 0q 2'-2" ❑3 1'-7 7/16" ® 3 1/4" p 4'-0 11/16" O SEE A325 SOLT CONNECTION CHART On: bO33.ca Prolky: 976 Bldg: 1 Plane: 14 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 7 m]a 9rawing 1a Sealed only as to the eoagonente furnished ey w Buildings Buildin@ Code: 97UBC This Drawing. inclining the information hereon. Live Ld {W/Trio Red) 20.0 Osf rare,he the drogerty °f ve Buildings. Coll. Ld (gravity): 0.0 psf rt is Provided for erecting the Building Coll. Ld (uplift): 0.0 Pef described in the BOPlicanle PUrchdSe order Wind Speed: 90.0 mph and °hall not bedifiad, reproduced Wind EX Cat.: B or dead for any °finer Purpose without prior Ground Snow' 58.3 psf written APPrevai of vP Buildings. Roof Snow: 35.0 Pef ,Ts° einiy°� ponel"oierfarrrr°a@cuatctogood Snout EXP • Cat.: S $dila )Kg'ignw"°n7hon°nae�a wgin'ig ten is Seismic Zone: 3 orawi tails • nc d Fn(a orawin'. i 1 c Pia vv `Baa ledm Build ino Use Cat.: 4 °ana_;i _{n�uatry s5_noardl Per`lcaingn oea°"a SCALE Frame Elevation .ESO. BUILTDI nn Wceh !`nnahn VP BUILDINGS VARCO—DRU pEM I 1 12: 39 1 © 403 m m N ov 4 3 Q R mN all LL LL m 0 o On 000 L3 m p Q Q0U.O m di LL O NP LL Iy — V LL I I I I asses O I � I O (2) FB4070 "weas (2) FB4070 I I I I I I X % U 1 I IV s � I I I L-------------------------------------------------- -------- 05 8 1/2" 0q 2'-2" ❑3 1'-7 7/16" ® 3 1/4" p 4'-0 11/16" O SEE A325 SOLT CONNECTION CHART On: bO33.ca Prolky: 976 Bldg: 1 Plane: 14 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 7 m]a 9rawing 1a Sealed only as to the eoagonente furnished ey w Buildings Buildin@ Code: 97UBC This Drawing. inclining the information hereon. Live Ld {W/Trio Red) 20.0 Osf rare,he the drogerty °f ve Buildings. Coll. Ld (gravity): 0.0 psf rt is Provided for erecting the Building Coll. Ld (uplift): 0.0 Pef described in the BOPlicanle PUrchdSe order Wind Speed: 90.0 mph and °hall not bedifiad, reproduced Wind EX Cat.: B or dead for any °finer Purpose without prior Ground Snow' 58.3 psf written APPrevai of vP Buildings. Roof Snow: 35.0 Pef ,Ts° einiy°� ponel"oierfarrrr°a@cuatctogood Snout EXP • Cat.: S $dila )Kg'ignw"°n7hon°nae�a wgin'ig ten is Seismic Zone: 3 orawi tails • nc d Fn(a orawin'. i 1 c Pia vv `Baa ledm Build ino Use Cat.: 4 °ana_;i _{n�uatry s5_noardl Per`lcaingn oea°"a SCALE Frame Elevation .ESO. BUILTDI nn Wceh !`nnahn VP BUILDINGS VARCO—DRU pEM I 1 12: 39 1 ----------- SECONDARY ------------ On: b033. ce Pro j ky: 976 Bldg: 1 Plane: 5 Tore praemq as sealed only a tP the Campanenee fu,nel.Q oy w Qufldauge MARK LENGTH THK DEPTH CGSB 25'-8 1/i6" .065 8.5 CGi9 25'-8 1/16" .065 8.5 ZG27 5'-S 1/18" .065 8.5 ZG28 25'-8 1/16" .073 S.5 TA12 _-____---_--_-___--___----------------,-___-__--,___--_______-r.____-_---___r-_--_--___--m_ I ZG27 I ZG28 1 ZG28 1 ZG28 I ZG28 i 2G28 � ZG27 11 itI I I I I I II o Cole I Colo I C019 1 C019 I Colo CG39 Cola II I I I I I I I II It _ _ _ _ - - - - _ - - - y - - - - - - - - - _ _ _ - - - _ - _ - - - - - -1- - - - - - - - - - - - -- _ - - - - - _ - - - - - r. _ - - _ _ _ _ _ _ _ _ _ t- - _ - _ _ - - - _ - _ - U—————————--—'————————————-'——————————————————————————————————————— - --——————————`—————— — — — — — — u (9) BG2 WALL. ELEVATION AT WB 0 6. -Ow © 7'-2 1/4" 6" On: b033. ce Pro j ky: 976 Bldg: 1 Plane: 5 Tore praemq as sealed only a tP the Campanenee fu,nel.Q oy w Qufldauge i. UNLESS NOTED. USE 1/2' DIAMETER A-307 BOLTS FOR GIRT LAP, GIRT TO FRAME, FLANGE BRACE TO FRAME, FLANGE BRACE TO GIRT, JAMB AND HEADER CONNECTIONS. SEE JOB DETAILS FOR BOLT LENGTHS. 2. WIND AND FLANGE BRACING ARE AN INTEGRAL PART OF THE WALL STRUCTURAL SYSTEM AND SHOULD BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. REMOVAL OR ALTERATION OF WALL BRACING WITHOUT PRIOR AUTHORIZATION IS PROHI0ITE0. - Building Code: 97USC Live LO IW/Trib Red] 20.0 pef Coll. Ltl (gravity): 0.0 pst Ca37. Ltl (Uplift): 0.0 psf Wind Speed: 90.0 Mph Exp. Cat.: B GWindround Snow; 58.3 psf Roof Snpw: 35.0 Oaf Roof Snow Exp Cat.: 1 Seismic Zane: 3 Building Use Cat,: 4 AUXlliary LOdtl9 NONE — TIN/ OreMin9. lnoluding the inforaetion hereon. ne; a ene property or w au�idmga. Te is prov;aed for Erecting me suudins tl^stribed .p the a%')c bla Puranzaa order d anon not oe mppif ied, reproduced er used for any other ourpo5e without orior written APP rpvei of w suilmn,,. The c n rat contractor and/or a cter is S iy reapans �ofp fEr i 3aod a y,^ µalf�keMN. n 1 fl,i9 Butt Seq n nrorr. n a riin l.'R;a t ifa 7enm�ad s� tnu oreean , Si 1 le vvr ; aenss ectaon oetaf9. n e4 indu try standards - q s .coe.r ct� 1 c.ud mq �eoe aoir'nect use ,empa.z.. orennQ. Wall Secondary QUOTE f Job f sunQER ;EV psr av oesc. Teton West Construction, Inc. VP BUILDINGS VARCO-PRUpEN per/ 03/30/99 CUSTOMER Bagley Enter riSes T14E 12. 41 tbcanox Rexburg.ID QeAa/cnecK PRGJEer 4091 Ba lE Enterorises 3-30 scA E 6UiL0INS NTS 70x SBOx SB PA�c �� ----------------- TRIM SHEETING ---------------- MARK LENGTH THK COLOR (FINISH) PRWS 16'-1 13/16" 26 Arctic White (SP) --------------------- TRIM -"------------------- Building Coda' 97UBC - Live Ltl W/Trib Real 20.0 psf Call. Ltl (gravity): 0.0 Psf Col]. Ltl (uplift); 0.0 psf Wind Speed: 90.0 mph Wind Exp . Cat.: B Ground Snow: 56.3 oaf Hoof Snow: 35.0 psf EXP. net.: 3 Zone: 3 Building Use Cat.: 4 Auxiliary Loatle NONE FOY MARK LENGTH COLOR (FINISH) Er12B 12'-3' Classic Red IKXL) EF20B 20'-3' Classic Red (KXL) RFR10 10'-0' Patrician Branae (KXL) SETSOB 10'-3' Classic Red (KXL) (19) RFR1a, 5ETIOU. Et 12C, ryi theIVH I I I I F—T—FTT—T I----------------------------------------------- WALL_____________________________________________ WALL ELEVATION AT WB (41�r4o,5 "_44), On: 0033.ca Pr jky: 976 Bldg: 1 Plane: 5 rhee orawins is sea±en on±y as to the cnmooaenes meaiehsd by vv audldinge - 1. Install Sheeting From Right to Left 2. WALL SHEETS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM, REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. 3. SEE JOB DETAILS FOR SHEETING AND TRIM FASTENER SPECIFICATION. 2. PRE -DRILLING 1/8' DIAMETER HOLES FOR WALL STRUCTURAL FASTENERS MAY BE REOUIREO AT 31 GAGE GIRTS, NESTED GIRTS. GIRT LAP LOCATIONS, ANO/OR SECONDARY STRUCTURAL BEAMS Building Coda' 97UBC - Live Ltl W/Trib Real 20.0 psf Call. Ltl (gravity): 0.0 Psf Col]. Ltl (uplift); 0.0 psf Wind Speed: 90.0 mph Wind Exp . Cat.: B Ground Snow: 56.3 oaf Hoof Snow: 35.0 psf EXP. net.: 3 Zone: 3 Building Use Cat.: 4 Auxiliary Loatle NONE This-OtGeing• inauoing the information hereon. remains the Property of vE a.uaings. it is aroaase for Erecting toe Sul±0in9 deacrieaa :n the appt enable cutup's; Oram aSo shall �b' he a mfiea. recro°uce° e for any other Purpose '.fi-n°ut prior Whitish Aphr a: of IP au,±d mgs- rhe en rai c°ntrac{o ;or Er, car @ gv .'spons?b ler fa,O H - ate, good s ° X Mb x„=;•ro" .e = ii coca a1df g ytco: .unplxl�h t��s1Seismic CCC �?aOainj. 04: -ie 'vP °ig casn O pas s a a eIY'3o8uatry s�ancara`3 °missnm= F Proper 9rec4b�, nc iVaing the orreit use „f __mPararyy Wall Sheeting GuoTE! JUet EU[�G�� Ey OAT ey DEsc. Teton West- Construction, Inc. ZVP,,SILDINGSSeita GATE 03/30/99 asTOMEn Bagley Enterprises TINE 12: 41 !OCA1I mf Rexburg. IO ORi'tli6HECK 40-PRUOEN P°s` scALE EotLOING NTS 70x 180x 18 SECONDARY MARK LENGTH THK DEPTH 2CGG 20'-6 WIG' .059 8.5 2CG2 20'-6 5/16" .059 8.5 2ZG3 19'-8 3/8' .059 0.5 2ZG5 19'-7 11/16' .059 8.5 2ZG6 30'-6 is/i6' .059 8.5 2ZG8 9'-6 7/8' .059 S.5 Cal 22'-9 1/2' .059 0.5 ZG4 22'-9 1/2' .059 8.5 03 GFAA03 GFA402 © GFA30A On: b033.ca PrD)ky: 976 Bldg: i Plane: 2 2 SHOULD REMOVAL (2) TA10 r - - 2ZG6 I ZG4 I 2ZGS I I I I I I I I I � I I I I 2ZG3 Z04 2ZG5 1 I ® © I I I I I 2CGO I CGf I 2CG2 I I © ® I I I I I I -- - - - - - - - - - - - - - - - - - - - - - - - - - -- ----------------------------- ------------------------------ (4) BG2 I 03/30/99 E 12: 40 WALL ELEVATION AT WL l Nfox,DS T xx O.v'r /we. ��1-•�, This Brewing is sealed only ao to the coaNments furnished by VP Buildings OR GIRT LAP, GIRT TO FRAME. JAMB AND HEADED CONNECTIONS. OF THE WALL STRUCTURAL SYSTEM AND N OF WALL AND ROOF SHEETS. PRIOR AUTHORIZATION Is PROHIBITED. Building Code: 97UBC Live Ld (W/Tr ib Red) 20.0 psf Call. Ld (gravity): 0.0 psf Call. Ld (uplift): 0.0 psf wind speed: 90.0 mph Wino Exp. Cat.: B Gr Bund snow: 58.3 ps£ Roof snow: 35.0 pat Snow EXP. Cat.: 1 Se ismia Zana: 3 T A Or .1 lnctumng the mpormauon hereon. nano the Proberty �f rP Bw laanga. Tt is orovSded for Erec t 539 the Bui toing described d Lne apvlicama a rcnaee order and snail not be modified. r Produce° writteen door_ ai of VPPS.ildingetnout Prlor �e cenprat Monera or anchor eaector ln� r Pom��%= for ta, good rkmen norPm rn lCh,b mr¢ va�i 9 i `nsFY, dFtaY7a r 9ei<ncea ih`la G fn . i4 y1 ole VP 9mld]n Erec n sateaia Wall I Z Seconder Y °°°T e SUILGER EV GAT By DESC. Teton West Construction, Inc. yp BUILDINGS VARCD-PRUOEN asmnEe Bagley Enterprises tGcarlon Rexburg. ID PPOJECT 4091 Bagley Enterprises 3-30 Building Use Cat.: 4 ^ley =nd aYT 2ncual_Y tana0ro$ ,ereafn� Q BUILGlxG ` I 03/30/99 E 12: 40 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'-8 5/8' 25 Arctic White (SP) PRW20 17'-2 5/8' 25 Arctic White (SP) PRW21 17'-8 5/8' 25 Arctic White (SP) PRW22 18'-2 5/8" 26 Arctic White (SP) PRW23 18'-B 5/8' 26 Arctic White (SP) PRW24 i9'-2 5/8" 26 Arctic White (SP) PRW25 1g' -S 5/8' 25 Arctic White (SP) On: b033.ca Projky: 976 Bldg: 1 Plane; 2 1. Install Sheeting From High Point (a) t0 Low P 2. WALL SHEETS ARE AN INTEGRAL PART OF THE STRO REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZ 3. SEE JOB DETAILS FOR SHEETING AND TRIM FASTEN 2. PRE -GRILLING 1/8' DIAMETER HOLES FOR WAIL ST BEAMS ----------------- SHEETING ---------------- --------------------- TRIM ----------------- MARK LENGTH THK COLOR (FINISH) FO/ MARK LENGTH COLOR (FINISH) PRW25 20'-2 5/8' 26 Arctic White (SP) CT18 16'-3' Arctic White (SP) PAW27 20'-8 5/8" 26 Arctic White (SP) NLTA10 10'-3' Arctic White (SP) QUOTE i VP BUILDINGS' VARCC—PRUOEN 1 12: AD I WALL ELEVATION AT WL o )c, Tnis Rowing Is Seelea only ae to the CONOnenee eurni°nea by VP Buildings STEM. PROHIBITED. ICATION. FASTENERS LAP - Building Code: 97USC Live Ltl W/Trib Red) 20.0 psf Coll. Ld (gravity): 0.0 psf Co 11. Ltl (uplift): 0.0 Def Wind Speed: 90.0 mph Wind Ex. Cat.: B Exp. Ground p. C 58.3 psf Roof Snow: 35.0 psf Snow EXD_ Cat.: 1 Seismic Zone: 3 BUildinq Use Cat.: A Thi° growing, lnblu.ing the inf.rmation h.r°pn. rePe lne cne droperey or vP e.11%ngs. It le orpviam for =_r°c ten, the Building deacrieod in the aoolicame PUrchase order Ann anau not be xmned. r produced r Vee. for any Other purpoo. witngUt prior written Aoorpcel of VP B.11Einge. I;' Dt;tr'l eano.t?eeb}orte"rr noP raietOgem ��kmsn ajP �n Ci CT19 !�gs b t 1# r°i'e c w¢n'�14 Orawsn . S4 I °P4 vP gg v((°.i a?rcpt oecssPe e_d_aif_Pnayairy ot-cl oco partepnino_te Wall Sheeting ev DATE By BUILDER DEec. Teton West Conal WSi OMEP Bagley Ent LDca..an Rexburg, _ PflOJECT 4091 Ba le Ent a„T, QUOTE i VP BUILDINGS' VARCC—PRUOEN 1 12: AD I CX CXIS C%1B I------ OCC30 _--___---_B - OCC3B7 FLBPBCX44 n R00 BRACING MARK LENGTH DIAM 6ROD1 34'-6 9/16' 0 3/8' 6ROD2 28'-4 11/16'0 3/8' 7ROD1 34'-6 9/16" 0 3/8' 7ROD2 2B'-4 11/16'0 3/8' CX CXIS C%1B I------ OCC30 _--___---_B - OCC3B7 FLBPBCX44 n 4,-0" ® 6" ❑1 6-0" On: b033.Ca Projky: 976 Bldg: 1 Plane: 6.7. 16 This Drawing is sealed only as to cne condo^ants furnished by VP Building. 1. A325 HIGH STRENGTH BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE Building Code: 97UBC. in This craving. inciud? the information hereon. Roof Primary gUOTE / JOB e NOVEMBER 13, 1985, ALLOWABLE STRESS DESIGN 'SPECIFICATION FOR Live Ltl(W/Trlb Red) 20.0 psf ren m. the P"PPerty o w Building.. DATE STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS' SECTION S. !tl) 111 Call. Ltl (gravity): (uplift 1Ev 0.0 psf 0.0 le is orov Thee for Erecting cne he a ding cne ...11'. 1. Purase order onr BY BUILBEe case. Teton West Construction, Inc. 03/30 99 TURN -OF -NUT TIGHTENING'. Coll. Ltl speed: psf 90.0 mph swarmed m d snail not da modified. r Producaa cusraxEB TIME 2. USE 1/2' DIA. A307 BOLTS FOR PURLIN TO FRAME. GIRT TO FRAME, AND GIRT TO Wind B or mea for any ocher aursme ,tnout prior Bagley Enterprises 12: 39 CLIP CONNECTIONS UNLESS NOTED OTHERWISE. SEE JOB DETAILS FOR BOLT LENGTHS. Wind Exp. Cat.: written Aoorovai Of VP euumnge. 3. INSTALLATION OF AOEOUATE TEMPORARY BRACING FOR USE UNTIL CONSTRUCTION Ground Snow: RaSnow: 58.3 psf 35.0 i° ai Contra endior ea ctor }"} Peneio reg }e good tacAiiox Rexburg, IO VP BUILDINGS BBAw/C Ecx IS COMPLETE, IS THE RESPONSIBILITY OF THE ERECTOR. of Snow Exp. Cat.: psf 1 p g �a1A}Kexgr..Po dim }n esEi chis } e -M FR� Terancee Pfl]JECi Seismic Zane: Builtlina Use Cat.: 3 4 in t.Y}i in his craw in 0 ail l rgi}rvP suijoi; Er2clioe a}oet�s ^ _ C44_., tfl..9.r ('. Rr �e 4091 Ba le Enterprises 3-30 VARCO-PRUDEN PAGE e.ae B1111o]Nu ROD BRACING MARK LENGTH DIAM GROO1 34'-6 9/16" 0 3/8' 6ROD2 28'-4 11/16'0 3/e' 7ROD1 34'-6 9/18" 0 3/8' 7ROD2 28'-4 11/16'0 3/9' - - __----_________ ___________ q 11 f, I - I I I I - I I I I I Q� II I I I I I I B I II I AOO�a I I I I Q O 2 I I I I II I I n I I I I I II I 0 O I I I I 0 I 1 C I I I I I I I S"0 7 sgO07 11 I II I I I I I I I In I1 II �- — ------I-----------------___- __-___ m ----------J-- I-----------1----------_L----------- -----------L .6"a25'-2 9/16" �*y 25'-8 9/16" 9 T 25'-B 9/16" "f 25'-6 9/16" SFr 25'-8 9/16" + 25'-8 9/16" + 25'-2 9/16" ����- 180•-0" ❑3 4'-0" 6" On: b033.0a Prolky: 976 8109: 1 Plane: 8, 7, 16 Thl. 0rawtng . se.I.. omv as m the O..,Wente furmobetl by VP 5.;]01.9° Building Code: 97UBC This 0rav1ng, Incluoin the inforaetlun hereon, OLOTE f JOB I Live Ltl (W/Trib Red) 20.0 psi r... in. the property o9 yP 5.tltl;n,,. Roo f Primary Bracing Coll. Ltl (gravity]: 0.0 psf it is prov itletl f I frectsn9 the Builtl in9 BWLOEfl GATE Coll. Ltl (uplift): 0.0 psf tlecortbetl 1n the .,e otble eurcnes. ormr ;EV oar BY 0esa Tet0n West Construction. Inc. 03/30/99 Wind Speed: 90.0 mph aha anal] not be d lee, r proaucetl or aetl Tor any pNer Dwpoae without prior CUSTOMER Wind Exp. Cat.: 8 Written RppreVel pf VP eutletnge. B@ le Enter rises TINE Grountl Snow: 58.3 psf 12:39 Roof Snow: 35.0 sf pB gi;ir°z i;ohen:i°ot°rra`d/oru�aiet gootl tOcenox R G Rexbur IO (IgAw/MECN Snow Exp. cat.: 1 af' ��^g be o9 ...y... wf n'FB� a 1n VP BUILDINGS Seismic Zona: 3 p PgOJE4 9vy1 ale °vP§.°°ioi a nn o is 4091 Bagley Enterprises 3-30 VARCO-PRUDEN Building Use Cat.: 4 "e�ect ny 9n°o Pu°tl ieq i'he °c f: �egttOuae ecALE Bu[tm NO Auxiliary Loads NONE 971.1emperary Crapo.g. NTS 70xiBOx1B Wa O (D- M O ® 4'-0 01 Be 4 4 Q 4 Q 4 Q Q OCC36 FLICX4 CX11 CX13 CX21 CX21 CX11 CX11 I I N W W W III I I II I I 0 1 1 xl I II I I I I I I all n 0 0 o m J I To X X N N X X m x X x Do Go LL x m m Do m N m Do Im J J RJ J I �IILL LLI LLI I I LLI LLI IIm I LLI m I III I I I I I II �III{'I u I X'lOU u I SII I I I I I Milo LLI J IJ .Q. m v LL ILL I I IX X X m m X % 1¢ ¢ m x x m m N 2 m m ¢ 2 I IILL �I LLI ml ml LLI LLI 111 CX1 CXIBj F— FL1CX3------CXB �----------------------CX18 __—_--__—__-------CX33 ______--___---- _----____ylCCyB—F --�—----PeCXr2—L---------peCx1211----------PermJ----------PRCx22-L----------PBCYI2 1----------pecan-!--------------� FLIPBCXS FL6PRCX44 !06" wi25'-2 9/16" Bida 25'-8 9/16,, T 25'-8 9/16" a,14 25'-8 9/16" WIN 25'-8 9/16" I"25'-8 9/1625'-8 9/16014 25'-2 9/16" Q-2 9/16 On: bO33.ca Prdlky: 976 Bldg: 1 Plane: 6, 7, 16 Thce OPe.fn9 1. S.a I.0 only ee 19 11. lom,ohehte faro taheG Oy IP 1.11a Yn9e 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 AA90 BOLTS' SECTION S. (d) 11) TURN—OF—NUT TIGHTENING'. 2. USE 1/2' DIA. A307 BOLTS FOR PURLIN TO FRAME, GIRT TO FRAME. AND GIRT TO CLIP CONNECTIONS UNLESS NOTED OTHERWISE. SEE JOB DETAILS FOR BOLT LENGTHS. 3. INSTALLATION OF ADEQUATE TEMPORARY BRACING FOR USE UNTIL CONSTRUCTION IS COMPLETE, IS THE RESPONSIBILITY OF THE ERECTOR. Buildin Code: Live Ltl W/Tr1b Red) Call. Ltl (gra ityy): Coll. Ltl (UP li Ptl: Wind Speed: Wind Exp. Cat.: Ground Snow: Roof Snow: Snow Exp cat.: Seismic Zane: BUfId]nG U56 Cat.: 97UBC 20.0 psf 0.0 psf 0.0 pgf 90.0 mph Berftten 58.3 psf 35.0 psf 1 3 4___ Thio nraetn9, mp]udinq the information hereon. remains the pro Party pf VP aufldih9.. It .a I, Ida for Erecting the Bui ftl fn9 de,<sfbed m the aPpIn"2. Purcn... order end hen not be Modfff.e. reproduced pr,u, fpr a"y Other purpose of [hoot prior APPravef bf vP eus Mingo. pe B e rai gpntrof r andror Erector 1 Sy pone pgj. fey p e . 9pgd C41jSReaaF""�^9orm 1� jgiFRit"'a ete,i."erenced m late ora.m . aid q 1 -me w eu udm a Erectt qn eetaf �e and ,.$ pfoe'oV5,. try latana, g egetaini eRr tGce Roof Primary Frames audrEf �9af Ev ear av OESC. BUILDER Teton West Construction. Inc. INGS YIATIUDEN PATE 03/30/99 CUSTOMER Ba le Enter ri9es TIRE 12: 39 LawnoM Rexburg. IO ORAW/CMECR PRaJECT 4091 Bagley Enterprises 3-30 BUILOIN'u PAGE ----------- SECONDARY ------------ ZP5 MARK LENGTH THK DEPTH 16EZW148 31'-8 5/16' .105 8.5 ISEZW154 25'-8 5/16' .105 8.5 EZW149 25'-S 1/1B' .105 8.5 GAA1010 20'-0' .059 GAB1010 20'-0' .059 I 7pbsZ I ZP50 34'-9 9/16' .120 8.5 ZP5i 28'-11 1/16' .073 8.5 ZP52 29'-11 1/15' .082 8.5 ZP53 30'-11 1/16' .082 8.5 ZP54 29'-11 1/16" .073 8.5 ZP56 29'-3 9/16' .092 8.5 ZP78 33'-9 9/16' .120 8.5 ZP79 28'-11 1/18" .082 8.5 ZP92 34'-3 9/16' .105 8.5 ZP95 31'-11 1/16" .073 8.5 ZP96 29'-11 1/16" .065 8.5 ZP97 30'-11 1/15" .073 8.5 ZP98 28'-9 9/16' .092 8.5 O (2) GAA((O i( N Q I 15 -- ZP 1 ZP52 ZP5 ZP54 ZP54 X ZP56 (f0) TA12 P51 P f ��I 25'-2 9/16" 25'-B 9/16" 25'-B 9/16" P P P it 50 ZP51 2 P P 4 P 4 P+Be I I B BQO1O ZP51P 54 ZP54 I 7pbsZ I I I 7B ZP 9 ZP79 ZP53 ZP54 ZPS4 I ZP58 1 $ I P i 7PRA i7PRA i PqR. I Z 92 ZP 1 ZP54 ZP95 ZP98 ZP97ZP98 7 (35- Bi ZP54 7p95 I I i 4 I 3f M N iE I I I I SA5017 (T it I I I SA2037 i SA2037 I SA2037 SA2037 BA2037 I SA2037 t i. p.1 dutch ono ccn+ya cin l4tl CLWl9tl X Denotes A325 Secondary to Frame Connection t4W3911 tLW3911 1tl1tLW1b4 Building Code: 97UBC Live Ld(W/Trib-Red) 20.0 psf Call. Lo (gravity): 0.0 psf Coll. Ld (uplift): 0.0 psf Wind Speed: 90.0 mph Wind Ex Cat.: g Ground Snow: 58.3 as t Roof Snow: 35.0 psf Snow Exp Cat.: 1 Seismic Zone: 3 Building Use Cat.: 4 Auxiliary Loads NONE This Drawing. ;ncludin the information hereon, remains the property ci vp Buildings. le ;. Prov;ded for exec ung the sui ids ns described in the applicable Purchase order and snap hot be nodifiad. rw,roaua° or ed for any other Purpose without Prior written nppro.al or vp Buildings. �e i ro, a.ntr W d/Or Enactor T i 1, pana�$f ru: u ee goes ua'lity .+ rkmsn n p �� er lith tnls wiwamg qq SPr iqqn t� �� 1 d`e4'SOP i�ra �cee �naa orawin @ pn Detail's and sY7 �seusgry a ai er•(`acfnthe m 6i �zap�ra�5'BRac i�9lu°ainu dna orrem uee (f0) TA12 Duo TE a Jae e f ��I 25'-2 9/16" 25'-B 9/16" 25'-B 9/16" 25'-B 9/16" v,l„ 25'-S 9/16" fFr 25'-B 9/16' 25'-P 9/16 T ogew/gnece pnoJecr 4091 Bagley Enterprises 3-30 eultou5 scetE NTS 70x160x38 �I Q 6" ® 6'-0" X Denotes A325 Secondary to Frame Connection On: b033.ca Projky: 976 Bldg: 1 Plane: 6. 7, 16 This Drawing is sealed Poly as to the components furnished by vv Buildings 1. UNLESS NOTED, USE 1/2' DIAMETER A-307 BOLTS FOR PURLIN LAP, PURLIN TO FRAME, FLANGE BRACE TO FRAME, AND FLANGE BRACE TO PURLIN CONNECTIONS. SEE JOB DETAILS FOR BOLT LENGTHS. 2. WINO, FLANGE. AND PURLIN BRACING ARE AN INTEGRAL PART OF THE ROOF STRUCTURAL SYSTEM AND SHOULD BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. REMOVAL OR ALTERATION OF ROOF BRACING WITHOUT PRIOR AUTHORIZATION IS PROHIBIiEO. 3. WHEN SAG ANGLE SLOTS IN ADJACENT PURLINS 00 NOT ALIGN OR ARE OMITTED, FIELD -BEND A SAG ANGLE TAB AND ATTACH TO PURLIN WITH A SELF -GRILLING STRUCTURAL FASTENER. 4. SAG ANGLES ARE NOT REQUIRED IN BAYS THAT ARE 15' OR LESS. Building Code: 97UBC Live Ld(W/Trib-Red) 20.0 psf Call. Lo (gravity): 0.0 psf Coll. Ld (uplift): 0.0 psf Wind Speed: 90.0 mph Wind Ex Cat.: g Ground Snow: 58.3 as t Roof Snow: 35.0 psf Snow Exp Cat.: 1 Seismic Zone: 3 Building Use Cat.: 4 Auxiliary Loads NONE This Drawing. ;ncludin the information hereon, remains the property ci vp Buildings. le ;. Prov;ded for exec ung the sui ids ns described in the applicable Purchase order and snap hot be nodifiad. rw,roaua° or ed for any other Purpose without Prior written nppro.al or vp Buildings. �e i ro, a.ntr W d/Or Enactor T i 1, pana�$f ru: u ee goes ua'lity .+ rkmsn n p �� er lith tnls wiwamg qq SPr iqqn t� �� 1 d`e4'SOP i�ra �cee �naa orawin @ pn Detail's and sY7 �seusgry a ai er•(`acfnthe m 6i �zap�ra�5'BRac i�9lu°ainu dna orrem uee Roof Secondary Duo TE a Jae e BUILDER Ev oar Br DESCc Teton West ConStruCtion, Inc. VP BUILDINGS yARCD-PRq qEN DATE 03/30/99 cusraNEa Bagley Enterprises i3 NE 12'39 LgC1i30N geXour , IO ogew/gnece pnoJecr 4091 Bagley Enterprises 3-30 eultou5 scetE NTS 70x160x38 P+Be ----------------- SHEETING ---------------- This upswing is seated only as to she components furnished by IP Buaddngs MARK LENGTH THK COLOR (FINISH) cs 1. 2. 3. 4. FI I I PRR2 I PRR1 34'-S 3/B' 26 Standard Color (GALVM) of I I ¢1 I LLa1 s3I (2) PRF S I PRR2 38'-7 13/16' 26 Standard Color (GALVM) DATE 03/30/99 CustaxEq ea le Enterprises TIME 121 39 L9W T[GN Rexburg, ID PARE 3'-4 13/15' 28 Standard Color (GALVM) e....� BUILBtNC PAGE PRS) 19'-1 13/16' 25 Arctic White (SP) PRS2 36'-8 9/15' 26 Arctic White (SP) PRS3 23'-1 3/15' 26 Arctic White (SP) PRS4 3'-10 11/16' 25 Arctic White (SP) --------------------- TRIM ---------------------- FOO MARK LENGTH COLOR (FINISH) EA3RF12 Bronze (SP) PatricClassic EF32B 32'-3' Classic Retl (KXL) 1 EF20B 20'-3" Classic Red (KXL) / PRFS Classic Red (KXL) RFR30 10'-0' Patrician Bronze (KXL) SET10B f0'-3' Classic Red (KXL) 10 SOFFIT , ,3 PRS2 REGO (2) BIC PRS3 REDO (2) a 1 I PRS4 REGO (60) v I til 40 SOFFIT F Fe PRR3 PRREGO (2) v REGO (82)S3 1 PRS2 REGO (2) w I yl I I 1 o,4:�I 1 I RCFPI SPCAO PPR3 O Q 6 -0" rttwu Inst ' This upswing is seated only as to she components furnished by IP Buaddngs cs 1. 2. 3. 4. FI I I PRR2 I 3 1 i REOD (62) 'I of I I ¢1 I LLa1 s3I (2) PRF S I SRI PRF1 (19)RFR SO. (19) SET IBB, EF I2B. (9)EF20B I On: b033.ca Pr0iky: 976 Bldg: 1 Plane: 6.7. 15 This upswing is seated only as to she components furnished by IP Buaddngs 1. 2. 3. 4. Install Sheeting From Left to Right PRE -GRILLING S/B' DIAMETER HOLES FOR ROOF STRUCTURAL FASTENERS MAY BE REQUIRED AT 11 GAGE PURLINS, NESTED PURLINS, PURLIN LAP LOCATIONS. ANO/OR SECONDARY STRUCTURAL BEAMS ROOF SHEETS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM, REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. SEE JOB DETAILS FOR SHEETING AND TRIM FASTENER SPECIFICATION. But I ding Code: Live Ltl (W/Trib Red) Coll. Ltl (grayityy): Coll. Ltl (uplif tl. Wind Speed: Wind Ex Cat.: P' Gr0untl Snow: Roof Snow: Snow Ex Cat.: Seismic Zane: Building Use Cat.: g .. 97USC 20.0 psf 0.0 psf 0.0 psf 90.0 mph B 58,3 psf 35.0 psf S 3 4 .._. _ This Brewing, including the Information person, remains the property of wo Buildings. It ie yr video ror Brec inns ens ew lm ng descrigad in the applicaeie Pur."ase orderREV and shall not be rndiftae. reproduced r used for any other purpose without prior or <ppr...I of vP Buildings. Tae 0 "e al contra or ndior Erector € g spons.�fe per is good qq I'priman nip in t tn1s i ins tali °S€'RP:encga"in��tts o6°win i� ea 1 pt yp Uinta' amd — # p e€rr std —1— aF€--1 €.. 111.n" ore € .S Rn" ♦ .° Roo f Sheeting QUOTE s JOB BUILDER LOEfl DATE BY OESC. Teton West Construction, Inc. VP BUILDINGS yARCO-PRUOEN DATE 03/30/99 CustaxEq ea le Enterprises TIME 121 39 L9W T[GN Rexburg, ID ogaw/cxECrc PgOJECT 4091 Bagley Enterprises 3-30 e....� BUILBtNC PAGE M O 4 _D. 4 I 1 it I II comvonenes rur"senss ev w emlamgs I I I I*I I I ml I UI This Drewing, includin the informatf on hereon. NOVEMBER 13, 3985, ALLOWABLE STRESS DESIGN FOR Live LO (W/Trib Retl1 20.0 psf ra .stns xne rrooarcy of VP autloinya. I SII I I I LLI I I 'TURN -OF -NUT TIGHTENING'. CG 11. Le (uplift): 0.0 pSf tt sa vrovtae4 rvr Frosting the auuamq the avPlicable Purchase order 2. USE 1/2" DIA. A307 BOLTS FOR PURLIN TO FRAME, GIRT TO FRAME, AND GIRT TO I z x Q m or uaea for anv otne� Purvvse vuhout odor 'dn I IILL LLI �I F F-- CXB ------- -�------------- `-----------l-BCXS2-L---------'PBCXTz1--- Snow Ex Cat.: 1 P FLIPBCX5 4 TI w x x m m Ml ¢I ---- CBI X1 J---------- PBCX22- L 1 I m Iry % IU I I cello J Im LL ILL x m DO m _I LLI ll1j� --------C-3--------- - - C - -I----------OLC90-II --------PBCXILh----------PBCXT2-I--------------� FLBPBCX44 8" 5•_ Miss25,_8 9/16" ._ ,_B 9/15" 9/15" - miss n On: h033.C8 Projky: 976 Bldg: 1 Plane: 36 This CraNmq 1. eaaleG vmv es to the comvonenes rur"senss ev w emlamgs 1. A325 HIGH STRENGTH BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE 'SPECIFICATION Building Cotla: 97UBC This Drewing, includin the informatf on hereon. NOVEMBER 13, 3985, ALLOWABLE STRESS DESIGN FOR Live LO (W/Trib Retl1 20.0 psf ra .stns xne rrooarcy of VP autloinya. STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS" SECTION B. (d) (1) Coll. Ld (gravity): 0.0 psf 'TURN -OF -NUT TIGHTENING'. CG 11. Le (uplift): 0.0 pSf tt sa vrovtae4 rvr Frosting the auuamq the avPlicable Purchase order 2. USE 1/2" DIA. A307 BOLTS FOR PURLIN TO FRAME, GIRT TO FRAME, AND GIRT TO Wino speed: 90.0 mph sescrihed nn nd shall x os momfise. revreeuc ea CLIP CONNECTIONS UNLESS NOTED OTHERWISE. SEE JOB DETAILS FOR BOLT LENGTHS. Wino Exp. Cat.: B or uaea for anv otne� Purvvse vuhout odor 'dn 3. INSTALLATION OF ADEQUATE TEMPORARY BRACING FOR USE UNTIL CONSTRUCTION Ground Snow: 58.3 psf etsn APProval of P Buildings. IS COMPLETE. IS THE RESPONSIBILITY OF THE ERECTOR, Roof Snow: 35.0 psf ae a I aentr r soar Eaector 1 i"i vonaj'life fob te. gees Snow Ex Cat.: 1 P 1.Il XR ,xma"$o 1, i" S,n'FRiI,,, Seismic Zane: 3 c 3Sa r ea"cea ins Drawn i @Qf c m1 vv gg am �rect.vr. Gatafii Building Use Cat.: 4 anU_aiT_ ndyeTry s AQaro vFrtg)-1, to__ Roof Primary G°GTE' 1Ev DATE BV DESC. BUILDER Teton West Construction Inc. giaNEa Bagley Enterprises Gunou Rexburg, ID yp BUILDINGS PPOJECi 4091 a2ley Enterarises 3-30 VARCO-PRuoEN B.^^ALE uie BGSIGING-rn..�on..�n 1 12: 40 1 ----------- SECONDARY ------------ - _ (2)TA 10 MARK LENGTH THK DEPTH 2CGO 20'-6 11/i6' .059 8.5 2CG2 20'-6 5/16' .059 8.5 2ZG3 19'-S 3/8' .059 6.5 2ZG5 19'-7 Ii/16' .059 8.5 2ZG6 10'-6 15/15' .059 8.5 2ZG6 9'-6 7/8' .059 8.5 CGI 22'-9 1/2' .059 8.5 ZG4 22'-9 1/2' .059 8.5 I I o I I I I 1 I I 2ZG3 Z64 2ZG5 I o I I I I I � I 2CGO I CGi I 2CG2 © I I I v I I I I I I (4) BG2 I WALL ELEVATION AT WL GFA403 t2)TAJO - - - _ (2)TA 10 r-� 2ZG6 I ZG4 I 2ZGB I I o I I I I 1 I I 2ZG3 Z64 2ZG5 I o I I I I I � I 2CGO I CGi I 2CG2 © I I I v I I I I I I (4) BG2 I WALL ELEVATION AT WL GFA403 © GFA402 GFA304 On: b033.0a Prolky: 975 Bldg: 1 Plane: 2 Tors orsvmo is seelea ani, es to the components furnished by VP aulldmes 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 MEAGER 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. Buildingg Code: 97USC Live Ltl(W/Trib Red) 20.0 psf Call. Ld (gravity): 0.0 psf Call. Ld (uplift): 0.0 psf Wind Speed: 90.0 mpn Wind Exp. Cat.: B Ground Snow: 58.3 p9f Roof Snow: 35.0 psf Snow Exp. Cat.: 1 Seismic Zane: 3 Bu i, din Use Cat.: 4 Auxiliary LOBOS NONE rnis ora ins, ind Iodine LM1e information hereon, s� ineProcertyof vPeullainea. tmis Provided for erecuna the euaoine It described in the apPlicaoia curtness Greer and shall not be modified. reordducm OP used for any other purpose Without prior of In. G n rel Cantr¢c jar d/dr Eector a i i Pons orad accurate, edea f G �kmen ojm nn gttms ad % 9 4 M1 F8VP I e 8A ii .Aenma in EAI. Grewfn . I i o5 vv eeuad,h Erec fun b teiie M MIR10 'Ery to a raa erca� in �a °oeod, .1.119",bc{"ne3 aloe ins c0sft se Wall Secondary WITS a Joe s 6UILGER Ev DAT E, DEED. Teton West Construction, Inc. BUILDINGS yARCO-PRUOEN DATE 03/30/99 CUSTOMER Bagley Enterprises TIME 12:40 LOCATION Rexburg,ID Dnea/CHE-K PRGaEGT 4091 Bagley Enterprises 3-30 GALE NTS aUILOIN, 70x180x1B PAGE SHEETING MARK LENGTH THK COLOR (FINISH) PAW17 15'-B 5/8' 26 Arctic White (SP) PRW18 16'-2 5/8" 26 Arctic White (SP1 PRW19 16'-8 5/8' 25 Arctic White (SP) PAW20 17'-2 5/8' 25 Arctic White (SP) PRW21 17'-8 5/8' 26 Arctic White (SP) PRW22 18'-2 5/8' 25 Arctic White (SP1 PRW23 18'-S 5/8' 26 Arctic White (SP) PRW24 19'-2 5/8' 26 Arctic White (SP) PRW25 19'-S 5/8' 26 Arctic White (SP) On: b033.ca Projky: 976 6109: 1 Plane: 2 1. Install Sheeting From High Point (a) 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 1/8' DIAMETER HOLES FOR WALL ST MAY BE REQUIRED AT 11 GAGE GIRTS. NESTED GIR LOCATIONS, ANO/OR SECONDARY STRUCTURAL BEAMS ----------------- SHEETING ---------------- MARK LENGTH THK COLOR (FINISH) PRW26 20'-2 5/8' 26 Arctic White (SP) PRW27 20'-8 5/8' 26 Arctic White (SP) --------------------- TRIM ----------------- FON MARK LENGTH COLOR (FINISH) CT16 16'-3" Arctic White (SP) NLTA10 10'-3" Arctic White (SP) I_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ — _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ — _ _ _ — _ _ _ _ _ _ J WALL ELEVATION AT WL TR.o orawing 1. Seale. only se Building Code: 97USC Live LdW/Trib Red) 20.0 psf Call. Ld (gravity): 0.0 psf Coll. Ld (uplifty: 0.0 psf Wind Speed: 90.0 mph Wind Exp. Cat.: 8 Ground Snow: 58.3 psf Roof Snow: 35.0 psf Snow Exp. Cat.: i Seismic Zone: 3 Building Use Cat.: 4 for the information hereon. vo mudding, Prior Wall Sheetin 0 DESC. E.1 ., u....� n.... VP BUILDINGS VARCp—PRU pEN 1 12: 40 I ----------- SECONDARY ------------ MARK LENGTH THK DEPTH 3ZG15 16'-4 13/16' .059 6.5 3ZO17 16'-4 15/16' .059 8.5 CGI 22'-9 1/2' .059 8.5 CGS 21'-S 3/4' .059 8.5 GAA1010 20'-0" .059 GAB1010 20'-0" .059 RKAOB 20'-0" .059 2012 21'-S 3/4' .059 6.5 ZG4 22'-9 1/2' .059 8.5 m 0 e O.GAB 1010. l21 RKAOG r _ - - - _ --'r 3ZG15 I ZG4 I 3ZG17 l 12 ZG 12 1 ZG4 I ZG12 CGS I CGI I CGS u © I I © I I I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _I_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - _ _ - _ _ - _ _ _ _I ------------------------------- I -______-________-_____.-__-___ � I L _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ (4)13G2 I 1"'.231-6n }� 23'-0" N1" 23. -Be a'11 WALL ELEVATION AT WR © GFA201 © 2•-l" On: bO33.ca Prolky: 976 Bldg: 1 Plane: 3 1. UNLESS NUILU. USL I/e' UlAMLILM A -4U/ HULTS FUH UIHI LAP. GIRT TO FRAME, FLANGE BRACE TO FRAME, FLANGE BRACE TO GIRT, JAMB AND HEADER CONNECTIONS. Huilpi0 Cope: w/uHe LIYe Ld W/Trib Red) 20.0 pSf This Dre.log. inUudio, the infornetion hereon, r-meme the P,aoerty or yr suridings. Wall Secondary QUOTE 1 Joe 1 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 I5 PROHIBITED. Coll. Ld (gravity): 0.0 psf Coll. Ld (uplift): 0.0 psf Wind Speed: 90.0 mph Wind Exp, Cat.: 8 Ground Snow: 58.3 psf Roof Snow: 35.0 psf Snow Exp. Cat.: 1 Seismic Zona: 3 Building Use Cat.: 4 .... Tian., Inane 1Jnma It la Provided ror Ermteng tna eusiding described in the aPP1"t'le Purchase order and shall not be mourned, reproduced or coed for any other PUrPo3e Without or mr written ropPaval Of VP Buildings. Ths G al Conotrac d//Or Erector is leeFyh b�a`far to good icy rk np ,n ing tnle ull ix, qq tormance I II IRI. t s 6seaatt reference in _ la Draw11 ii l we 'vP em Turn Ert rete l9s ar.a aQy 1pd"1� trY Standard y :'P1 to L1 11[1"0 ing Phe CdMPet US! Prr"a _ E^_•__ eUILOEI EV DATE BY DE$C. Teton West Construction, Inc. VP BUILDINGS VARCD-PRupEN DATE 03/30/99 :usiGNEq Bagley Enter rises TIME 12:40 LOCASION Rexburg, ID ORAN/CHECK pgOJEGi 4091 Ba le Enterprises 3-30 $GALE BUILDING WTC-rn..1Cn..Ac I'dGE T T T T RRC20. SPC20 i4)RFR30, to. PKF 36. PKF20. - _ _ RKPIS gKF20 PKF 1q) Rio. - - - - EA_3R, PRFs _ I I I I I I I N I I I Ch BE Be Be 2 Be ¢ a .m. D I ¢ at BE .". o a ¢ m m ipl i BE z i a a a a a G. 3 n a x n o: a u v in rl¢ ¢ a ¢ a a G. a a a a in ¢ I v n a n I I I I I I I n a P� aI I � I I I I � fe 70•-0„ _� WALL ELEVATION AT WR On: bO33, ea Pro)ky; 976 Bldg: 1 Plane: 3 This 0eawmg to Sealed onlr as to the c.... ended furnished by vP Building. 1. Install Sheeting From High Point (a) to Low Point (a) 2. WALL THE Building code: 97USC This Drawing, including the information hereon, Wall Sheeting DUOTE I JOB I SHEETS ARE AN INTEGRAL PART OF STRUCTURAL SYSTEM, REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. Live Ld lW/Trib Red) Coll. Lo (gravity): 20.0 psf 0.0 psf remains in* Property of yr Buildings. it is provided or Erecting the Bui ltlin9 Bu[toEN GATE 3. SEE JOB DETAILS FOR SHEETING AND TRIM FASTENER SPECIFICATION. Coll. Lo (uplift): 0,0 psf da.. load the applicable Purcha.> order Ev oar BY Gesc. Teton West Construction. Inc. 03/30/99 2. PRE-DRILLING 1/8' DIAMETER HOLES FOR WALL STRUCTURAL FASTENERS Wine Speed: 90.0 mph and shall Act be modined. reproduced cusrOxEfl Bagley Enterprises TIME MAY BE REQUIRED AT 11 GAGE GIRTS, NESTED GIRTS, GIRT LAP Wind Exp. Cat.: B or used for any other Purpose without Prior Written A...... I of VP buildings. LOCATIONS, AND/OR SECONDARY STRUCTURAL BEAMS Ground BnON: SB.3 psf see neral csontrec o and/., Ea ctor i rf.. ix gVP"BUILDINGS9e3smic 12: 40 tOGAnox OPxwAcx IK Roof Snow: 35.0 psf Snout Exp. Cat': i y ..h.ibf sono u?jgX9aunx enjhW In YEAAi2g th . def Rexburg. IG PROJECT Zane: 3 ang iia, :eeocea in d6t. organSi ] U P ui lam Eri otal's 4091 Bd le Enter rises 3-30 ' UDEN sOu-E NTS eultol.. 70x1BOx IB PAGE Building Use Cat.: 4 Auxiliary Loads NONE p S Indust,..nAndg 9 [.risk peFtluae B`r R€mporary braclnq. SHEETING MARK LENGTH THK COLOR (FINISH) RRW10 19'-1 7/16' 26 Arctic White (SP1 PRW 11 19'-7 7/16' 26 Arctic White (SP) PRW12 20'-1 7/16' 26 Arctic White (SP) PRW13 20'-7 7/16' 26 Arctic White (SP) PRW14 21'-1 7/15" 26 Arctic White (SP) PRW15 21'-7 7/16' 26 Arctic White (SP1 PRWi6 16'-1 7/16' 26 Arctic White (SP) PRW4 36'-6 1/2' 26 Arctic White (SP1 PRW5 i6'-7 7/16' 26 Arctic White (SP) PRW6 17'-1 7/16' 26 Arctic White (SP1 PRW7 17'-7 7/16' 26 Arctic White (SP1 PRW8 18'-1 7/16' 26 Arctic White (SRI PRW9 10'-7 7/16' 26 Arctic White (SP1 FOA MARK CT16 EA3R PRF1 RFR10 , RKF10 RKF16 AKF20 RRC20 SPC20 STC05A ------ TRIM LENGTH 16'-3' 10'-0' 20'-3' 5'-1 1/2' COLOR (FINISH) Arctic White (SP) Patrician Bronze (SP) Classic Had (KXL) Patrician Bronze (KXL) Patrician Bronze (KXL) Classic Red (KXL) Classic Red (KXL) Classic Red (KXL) Classic Red (KXL) Patrician Bronze (KXL) WALL ELEVATION AT WR On: bO33.ca ProjKy: 976 Bldg: 1 Plane: 3 This ora.me m Ssaxed piny as to the components furmehm by vP Buildings i. Instal l Sheeting From High Point (s) to Low Paint (s) -- 2. WALL SHEETS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM. REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. 3. SEE JOB DETAILS FOR SHEETING AND TRIM FASTENER SPECIFICATION. 2.' PRE -GRILLING 1/8' DIAMETER HOLES FOR WALL STRUCTURAL FASTENERS MAY BE REQUIRED AT 11 GAGE GIRTS, NESTED GIRTS. GIRT LAP LOCATIONS. ANO/OR SECONDARY STRUCTURAL BEAMS _Building Code: Live Ld (W/Trib Red) Coll. Ld (gravityy): Call. Ld (uplift l: Wind Speed: Wind Ex Cat.: P• Ground Snout: Root Snow: Snow Exp. cat.: Seismic Zona: Building Use Cat.: 97UBC 20.0 psf 0.0 psf 0.0 Oaf 90.0 mon G SB.3 psi 35.0 psf 1 3 4 This ora.tre, mcludnn the information hereon. remain. the Property or! VP eettdinea. It is Provided for Erecting the am mmg described to the applicame Pur chase eroer and shaxx not be modified. raprooucee r used for any other Purpose without prior written APpr...I of VP Buimiha>. ne G rat cbntr or ens/or Eaacfor ! i } oons�p� for to good u 4A b�k>bT o P 4g >rgph U,.11 ora. pO ZscaiS> rosi"�r�ne�B m cn fa prawn ons aaa_gTi__2n__abus__ir_yPs(_!_ana1 tlg;ti pE�"EaIni"n_Snio ,fie .. ... Wa I I Sheeting GUGTE a JOB f euxtoE6 EV OAT ev Oesc. Teton West Construction, InC. VP BUILDINGS VARCO-PRU OEN ogre 03/30/99 OusroHER Bagley Enterprises IIHE 12: 40 WCATI.M Rexburg, ID ORA'd/CHECK PAGE PROJECT 4091 Bagley Enter ri5 e5 3-30 __.._ mm mud ---------- SECONDARY ------------ ----------- SECONDARY ------------ ------------------ .7___ ____________ _ __________ I ZG29 ZG28 1 ZG28 ZG29 FRAMED OPENINGS ----------------- _ I _ 026 CS MARK LENGTH THK DEPTH MARK -LENGTH THK DEPTH FOM -LOC- MARK LENGTH THK DEPTH ACG21 5'-5 1/2' .059 8.5 ZG29 8'-5 1/is" .059 8.5 1 ZG160 25'-B 1/16" .073 8.5 4CG26 2'-8 1/2' .059 8.5 1 HEADR CW159 14'-0' .059 AZG30 5'-5 1/2' .059 8.5 1 JAMBL CW155 14'-3' .059 4ZG35 2'-8 1/2' .059 8.5 1 JAMBR CW155 14'-3" .059 OG18 25'-8 1/15" .065 8.5 2 23ZO172 25'-2 5/15' .073 8.5 CG19 25'-B 1/16" .065 8.5 2 HEADR CW159 14'-0" .059 CG20 8'-5 1/16' .059 8.5 2 JAMBL CW155 14'-3" .059 8.5 ZG27 25'-8 1/16" .065 8.5 2 JAMBR CW155 14'-3" .059 ZG28 25'-8 1/15" .073 8.5 ® 5'-0” © 7'-2 1/4" ❑4 6" ❑3 2'-6- [2 3'-0" © 8'-8 9/16" On: b033.ca Prajky: 976 Bldg: 1 Plane: 4 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 70 ERECTION OF WALL AND ROOF SHEETS. REMOVAL OR ALTERATION OF WALL BRACING WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. WALL ELEVATION AT WF prawiny la sealed omy ae to the Comoonenca furnished by vP euudmes Code: 97UBC This pray mg, inc lutl in the In rormet ion hereon,W/Tr lb Rea) 20.0 psf Pemains the PrddePtV def VP 9utldinpe. (gravity): 0.0 psf It is Provided W erecting the eu it m ns (Uplift) : 0.0 pe} described In the aDPll.able Purchase order ad: 90.0 mph and snail not be roomed, reproduced or ed for any other purpose itnouc prior .Cat.: B arittan AParorel f VP eufle'la- now: 58.3 psf *,.In sray goncrac ° nd/o. Erecta, W: 35.0 psfes Dereio'i and/., geed Cat.: i �a(ef'ys D' c"`o"n)or`°m nc 4@n'FRi.h.a Zone: 3 i t" 1 d`oi'l'vP ei`ain`° s°eci;`°% i6 Use Cat.: 4 a a a4� I`nadus�rvi scabiard$`pop ain nP.to CetE Wall Seco pesC, IUILTeurnn wec QUOTE I VP BUILDINGS VARCC-PRUOEN 1 12: 40 1 -„__________________________,__ II I II Z027 ZG28 ZG29 r .7___ ____________ _ __________ I ZG29 ZG28 1 ZG28 ZG29 _ I _ 026 CS 41 G3 41G35 JA JBC3 JBCS JBC1 CGIS CG19 CG2 4 G2 CG20 CG19 CGIB CG20 ____________y_____________I___ �BCi JBCS_______________t_____________I____ (7) BG2 ® 5'-0” © 7'-2 1/4" ❑4 6" ❑3 2'-6- [2 3'-0" © 8'-8 9/16" On: b033.ca Prajky: 976 Bldg: 1 Plane: 4 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 70 ERECTION OF WALL AND ROOF SHEETS. REMOVAL OR ALTERATION OF WALL BRACING WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. WALL ELEVATION AT WF prawiny la sealed omy ae to the Comoonenca furnished by vP euudmes Code: 97UBC This pray mg, inc lutl in the In rormet ion hereon,W/Tr lb Rea) 20.0 psf Pemains the PrddePtV def VP 9utldinpe. (gravity): 0.0 psf It is Provided W erecting the eu it m ns (Uplift) : 0.0 pe} described In the aDPll.able Purchase order ad: 90.0 mph and snail not be roomed, reproduced or ed for any other purpose itnouc prior .Cat.: B arittan AParorel f VP eufle'la- now: 58.3 psf *,.In sray goncrac ° nd/o. Erecta, W: 35.0 psfes Dereio'i and/., geed Cat.: i �a(ef'ys D' c"`o"n)or`°m nc 4@n'FRi.h.a Zone: 3 i t" 1 d`oi'l'vP ei`ain`° s°eci;`°% i6 Use Cat.: 4 a a a4� I`nadus�rvi scabiard$`pop ain nP.to CetE Wall Seco pesC, IUILTeurnn wec QUOTE I VP BUILDINGS VARCC-PRUOEN 1 12: 40 1 _________________ Suilding Coda' 97UBC Live Ltl 1W/Trio Red) 20.0 psf Call. Ld (gravityy): 0.0 psf Call. Ltl (uplift ltl: 0.0 pst Wintl Speetl: 90.0 mph Wind Exp. Cat.: B Ground Snow: 58.3 psf Roof Snow: 35.0 psf Snow Exp. Cat,: 1 Sa ismic Zona: 3 Building Use Cat.: 4 Auxiliary La ads NONE SHEETING ---------------- QUOTE f JOB e REV oar ev pESC. aUILOER Teton West Construction. Inc. _____________________ DATE 03/30/99 TRIM __________________ LOCATiox Rexburg. ID QR""'°"a°" MARK LENGTH THK COLOR (FINISH) FO! MARK LENGTH COLOR (FINISH) PRW1 S6'-1 13/16' 26 Arctic White (SP) 1 DF14 14'-3' Arctic White (SP) PRW2 17'-11 5/16' 26 Arctic White (SP) 1 HTS14 14'-6' Arctic White (KXLI PRW3 3'-11 5/16" 26 Arctic White (SPI 1 JT14 14'-3' Arctic White (SP) 2 OFi4 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 (KXLI 3 JT14 14'-3' Arctic White (SP) WALL ELEVATION AT WF On: 0033. ca Proxy: 976 Bldg: 1 Plane: 4 This Drawing is Salad only ad to the C .... nants furnished sy VP Building. 1. Install Sheeting From Right to Left 2. WALL SHEETS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM, REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. 3. SEE JOB DETAILS LS FOR SHEETING AND TRIM FASTENER SPECIFICATION. 2. PRE -DRILLING 1/8' DIAMETER HOLES FOR WALL STRUCTURAL FASTENERS MAY BE REQUIRED AT 11 GAGE GIRTS, NESTED GIRTS. GIRT LAP LOCATIONS. AND/OR SECONDARY STRUCTURAL BEAMS Suilding Coda' 97UBC Live Ltl 1W/Trio Red) 20.0 psf Call. Ld (gravityy): 0.0 psf Call. Ltl (uplift ltl: 0.0 pst Wintl Speetl: 90.0 mph Wind Exp. Cat.: B Ground Snow: 58.3 psf Roof Snow: 35.0 psf Snow Exp. Cat,: 1 Sa ismic Zona: 3 Building Use Cat.: 4 Auxiliary La ads NONE This Drawing. including the information hareon' remains the orooerty er w Buildings. [e 1s arovidea dor Erecting end Bin ldfny aascrribed in tna aPllicaola Purchase order and hall not de modified. reordduc.a or used for any otner ourooae xitndut prior Ylrlttan Aooraval df vP nu us ing.. he den sontr nato' rrewtor i fel oona�fii rraar to good g'9;1�4�g 8on4o^g h °rgy igg.thia 1n t Q. " on[e�tl Sn Nle Dr°win ii @@1 °die vP � 1dma� ar€cfifon o€tame and dill In'ap.try Lr per a nine o ro er Ion. nc lvGing CN c tact u r i.mo��aw ora: he. Wall Sheeting QUOTE f JOB e REV oar ev pESC. aUILOER Teton West Construction. Inc. VP BUILDINGS VARCO-PRUOEN DATE 03/30/99 DusrdnER Bagley Enterprises TIME 121 40 LOCATiox Rexburg. ID QR""'°"a°" PflOJECi 4D91 Bagley Enterprises 3-30 SCALE a11ILDINd NTS 70x1SOxiS PAdE ----------- SECONDARY ------------ - Wa 11 Secondary MARK LENGTH THK DEPTH CCSB 25'–B 1/16" .065 8.5 Cola 25'–B 1/16" .065 8.5 ZG27 25'–B 1/16" .065 8,5 ZG28 25'–B 1/16" .073 8.5 0 5•-Q„ 7'-21/4" © 6" On: b033.ca Prolky: 976 Bldg: 1 Plane: 5 TA12 -- ––------------ — I---__--_---- -- – – – – – – – – – – -–––––––––––– IIi--–––––– – – – – i_ i----____----i–_---_------i----------__I_ ZG27�ZG2B�ZG28�2G2B�ZG2B r ZG28�ZG27 II I I I I I I II o I CCSB I C019 1 CG19 I CG19 1 CG39 I C019 I C038 II � I I I I I I I II — -----------'-------- — -- — J — — — — — — — — — — --------------------- -- — — — — ——--—————--———`——————— — — — — — U (9) BG2 GI 020 M-wou WALL ELEVATION AT WB 1, UNLt53 NUItu' U5t 1/4' ULAMtItH A—JU/ UUL15 HUH GIHi LAP, GiHI IU FHAMt, FLANGE BRACE TO FRAME, FLANGE BRACE TO GIRT, JAMB AND HEADER CONNECTIONS. 5U13ain Uoae: a/VBC LIVC LO W/Tr1b Red) 20.0 p9f ih is Orawtng. lnc lutlin9 the information hereon. memo one Property of vP 6mldingz. - Wa 11 Secondary QUOTE I JOB I 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. Call. Ld (gravity); 0.0 psf Coll • Ld (uplift y: 0.0 psf Wind Speed: 90.0 mph Wind Exp. Cat.: 8 Ground Snow: 58.3 as Roof Snow: 35.0 psf Snow Exp. Cat.: 1 Seismic Zane: 3 Building Use Cat,: 4 Auxiliary Loa d9 NONE It is provided for E -=rung the aw ld ins aescr mod in the apP ucehla Fllrchaaa Orae, and shall not oa mmm rlea, reproduced or r used for any other Purpose without Prior APProvai of w Buildings. The G n rel contractor and/or Ea for i I P=imie fo"rr u �e good jet°r G Fi�•ananm m €in this f ing fo�u� rice i�h ,rg. detain ler en"ced �n is D in aSi @@1 -ole vP i a.nga tion 6eea.ia n1 "Plin gian� tlz o r`E`a.mn [o aidPzR,m.e.i' �'a ins'"wing [ne corrzgt use g e Ev Dar ev DEED. BUILOER Teton West COnStr Ucti On Inc. VP BUILsD NGS VARCD—PRUDEN DATE 03/30/99 DusroKER Bagley Enterprise 5 rinE 12: 43 tgcanon Rexburg, ID DRAW/CHECK PgOJECr 4091 Bd la Enter rises 3-30 SCALE 6U1L01x6 NTS 7nxlRnWiA PAGE _________________ SHEETING ________________ _____________________ TRIM ______________________ MARK LENGTH THK COLOR (FINISH) FOi MARK LENGTH COLOR (FINISH) PRWI 16'-1 13/16' 26 Arctic White (SP) EF128 12'-3' Classic Rea (KXL) EF206 20'-3' Classic Red (KXL) RFR10 10'-0' Patrician Bronze (KXL) SETSOB 10'-3' Classic Red (KXL) On: bO33.Ca PrO)Ky: 976 Bldg: 1 Plane: 5 1. Install Sheeting From Right to Left 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 1/8' DIAMETER HOLES FOR WALL ST I____________________-__________ (191 RFR10. SET108. EF12B, (9) EF20B WALL ELEVATION AT WB Live Ld(W/Trib Re dl 20.0 psf Call. Ld (gravity): 0.0 psf Coll. Ld (uplift): 0.0 psf Wind Speed: 90.0 mph Wind Exp. Cat.: B Ground Snow: 58.3 psf Roof Snow: 35.0 psf Snow Exp. Cat.: i Seismic Zone: 3 Building Use Cat.: 4 Auxiliary Loads NONE 1nClddfnoS the Information herein. Wall Sheeting operty t W Buildings. fpr Erecting Ne Bu i.Ein9 BUILOER he ePPlioable Purchase Order EV oat By nese. 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