The URL can be used to link to this page

Home My WebLink AboutPLANS - 00-00023 - Rexburg Airport - HangerIII VP BUILDINGS VARCO-PRUDEN N•tM T M•�PCWL sn• s�om"q x s y �r m. i swow a.r I M�r 1 Ir E SInY� f�W.VMEl1T SEAM ROOF PANELS � 2� 6 1/2' GIRTS / T so' a 1/2" UP 2'- 1/2- 2 1/2- 8 1/2' GIRTS / PURLINS 11 1/2' PURLINS 14" PURLINS s/v IN vaoR¢ r PANEL RIB ROOF k WALL PANELS (PR)I / VEE RIB WALL PANELS (VR\I /PAN LOC WALL PANELS 19'-0" 20'-0 19'-6' DRAWINGS I DATE I DESCRIPTION GI —261 8 - LATEST SET VOIDS ALL PREVIOUS PLANS 60'-0' Building Code: 97UBC Live Ld(W/Trio Red) 20.0 Psf Coll. Ld (gravity): 0.0 osf Coll. Ld [uplift): 0.0 osf wind Saeed: 90.0 On Mina ExP. Cat.: e Ground Snow: 38.9 aaf Raaf gnaw: 35.0 p5f Snow EMP. Cat.: 2 Seismic Zone: 3 Building use Cat.: 4 Auxiliary Loads NONE �]r 1. MATERIALS STRUCTURAL STEEL PLATE COLD FORMED LIGHT GAGE SHAPES BRACE ROOS HOT ROLLED MILL SHAPES ROOF AND WALL SHEETS BOLTS GENERAL NOTES ASTM DESIGNATION A529 OR A572 OR A570 OR A607 A570 OR A607 A572 A36 OR A572 A653 OR A792 A307 AND A325 GRADE 50 GRADE 55 GRADE 65. UNLESS NOTED FY- 36 KSI OR GRADE 50 GRACE 50 A307, UNLESS NOTED 2. STRUCTURAL PRIMER SHOP PRIMER PAINT IS A RUST INHIBITIVE PRIMER AND IS VP BUILDINGS COLOR BRONZE. THIS PAINT IS NOT INTENDED FOR LONG TERM EXPOSURE TO THE ELEMENTS. 3. A325 BOLT TIGHTENING REQUIREMENTS ALL HIGH STRENGTH BOLTS ARE A325 -N UNLESS SPECIFICALLY NOTED OTHERWISE. STRUCTURAL BOLTS SHALL BE TIGHTENED BY THE TURN -OF -THE -NUT METHOD IN ACCORDANCE WITH THE NINTH EDITION, AISC 'SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS-. PER SECTION 80.1, A325 BOLTS MAY BE INSTALLED WITHOUT WASHERS WHEN TIGHTENED BY THE TURN -OF -THE -NUT METHOD. ALL HIGH STRENGTH BOLTS, EXCEPT AS NOTED OTHERWISE, ARE SUBJECT TO DIRECT TENSION AND MAY REQUIRE INSPECTION AS DEFINED BY THE APPUCA81-E BUILDING CODE OR STANOARO. IT IS THE RESPONSIBILITY OF THE ERECTOR TO ASSURE PROPER TIGHTNESS. 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. IT IS THE RESPONSIBILITY OF THE BUILDER / CONTRACTOR TO OBTAIN APPROPRIATE APPROVALS AND / T COVER SHEET NECESSARY PERMITS FROM CITY, COUNTY, STATE, OR FEDERAL AGENCIES, AS REQUIRED. n 'S wan0[o SO ELY FOR -i[rnwe I"E dukDK APPROVAL OF VP BUILDINGS DRAWINGS CONSTITUTES THE BUILDER / CONTRACTCR'S ACCEPTANCE OF THE 78-01—OE-1 VP BUILDINGS INTERPRETATION OF THE CONTRACT PURCHASE ORDER. ONCE THE BUILDER / CONTRACTOR OR A/E FIRM HAS SIGNED VP BUILDINGS APPROVAL. PACKAGE, CHANGES FROM THE PURCHASE ORDER BY THE BUILDER WILL BE BILLED TO THE BUILDER / CONTRACTOR FOR MATERIAL, ENGINEERING, AND HANDLING FEES. SUCH 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 08/01/100 MOVED FROM THE FABRICATION AND / OR SHIPPING SCHEDULE. AS LONG AS VP 2UIL61NGS DESIGN AND mf cfx[Ru CO --w an wro an' AEsnane[E / fCiaN i5 SOLELY DETAILING APPROACH COMPLIES WITH THE PURCHASE ORDER, `OL11°" Rexburg, ID 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 GOVE12 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 ygy[n 91 PURCHASE ORDER, VP BUILDINGS ASSUMPTIONS WILL GOVERN. THE BUILCER / CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL OTHER PROJECT PIANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE REQUIREMENTS OF ANY GOVERNING BUILDING AUTHORITY. SUPPLYING / f7� ^�L C 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 ya. ,�.[ 60x60x i0 RF 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 RESPONSIBILITY OF THE ERECTOR TO DETERMINE, FURNISH, AND INSTALL. 5. VP BUILDINGS IS AN APPROVED FABRICATOR WIT ING CERTIFICATIONS: \ ICBG FA -240 e. \ 2FF', AISC MB CERTIFIED �` ! '/ t [-I�� j%(i4 GI1 CITY OF LOS ANGELES TYPE 1 FABRICATOR �• Q� 1 I CITY SEATTLE �{ty/� '�pY A CANADIAN WELDING BUREAU DIVISION 1 CERTIFICATIO Vv �� IA 5 I® < .eVQ�ol MS ow"` wc.'.x[°°'"c lwE i"FORw1nd" "Encs., xEUNRs ,wE "kViAR OF w e was. / T COVER SHEET n 'S wan0[o SO ELY FOR -i[rnwe I"E dukDK 0010782-003 CA0011 78-01—OE-1 osw roTXiN -00--s)"iacaww¢'o�.n SEOwOon Fa AVY '.MKVf S eton west Cons crucci0n, Inc. A. 01"EP FNPGOSE v;(In 'MiRFN MTVLYu aF w 9uh-yH 08/01/100 cuStTe Dirk Parkinson mf cfx[Ru CO --w an wro an' AEsnane[E / fCiaN i5 SOLELY 07:23 `OL11°" Rexburg, ID Fon .ccwu>E dodo owuR waexv�"swe wrn"c mr, .o n, 1ws GOVE12 quno�"c Monty. "G. OEfN[5 EFFAE"CEa K OeudlC RL NGHE w e zmE CPd VP BUILDINGS ygy[n 91 ruisTm S - 1 alRwwe �o tR Parkinson Hanger RF / f7� ^�L C EAEtb.wo J N0was I, IE v, , CLyOi"G E C^JnER uSE OF fEuepp,wr s x VARCO-PRUOEN ya. ,�.[ 60x60x i0 RF U 6'-1 1/8" © 6'-1 1/16" Q 5'-3 1/8" ® 1'-3' Q2' -2 .I 6" Q l•_Oh On: filesry Prolky: 32072 Bldg: I Plane: I 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 AI SC SPECIFICATIONS )FY = 36 XSI). ANCHOR BOLT LENGTH AND METHOD OF TRANSFERRING FORCES PROM 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 HILL NOT FIT. A6 D2 D2 D4 I I I I I I I I D5 I I I I S I I I I D5 I I I I I I I I D9,/ DD D1 jp DlD3 WF 0 Mm1 FOR CONSTRUCTIO Finished Floor Elevation = 100'-0" (Unless Otherwise Noted) Tnls Drawing Is Sealed only as to he Components lurnfsned by VP Building. Building Code: .'/UBC Tn is Drawing. mqudan the Intormat "an hereon. Live Ld IW/Trib Retl) 20.0 psf remains the property a VP Build Inge, Co11. Ld (gravity): 0.0 psf n Is ora"Iced tw = ictIng the Building Co11. Ld (uplift) : 0.0 psf de scn gea m me appi mane Pwcnese order E" D Wind Speed: 90.0 mph and snen not he apmrted, reproduced Wind Exp. Cat.: B or used mr any o.r., purpose atnout prior ar lt[en approval 01 VP Bulldinge. Ground Snow: 38.9 psf The sem al contrac p an Eaactpr Roof Snow: 35.0 pef is net p°n�,p ter ror u N goad Snow Exp. Cat.: 2 5kr tr xd�imon p n erecting ms Seismic Zone: 3 no f'in" detasii0: °rercn�en" sA�n is oraasn Builth 1 axle a § Idm sr thin oat a, is Building Use Cat.: 4 a d B4 3nd st ry uaeing `rO Dc'n'n Bou Auxiliary Loads NONE poi°i:mpa arty 1 pprbunq_ orregt se SCALE doe a CA00010782-003 CAO 11378-01-( DATE O8/O1/10 Ti ME 06:29 VP BUILDING$ oBaAicNEca VAflCO-PRU DEN "'� Ga% PACE /J Anchor Bolt "ESC. MULOEP Teton West Const CVSTOwEA Dirk Park LGC.T1mu Rexburg, PPO SECT 4091 Parkinson BUILOINC S 60x60x1f doe a CA00010782-003 CAO 11378-01-( DATE O8/O1/10 Ti ME 06:29 VP BUILDING$ oBaAicNEca VAflCO-PRU DEN "'� Ga% PACE /J v in v o (4)'3/4' Dia.A-36 A.Bolte Plate L-1'-1" W-8" T-3/8' Elevation- i00'-0" D1 2 112' v in v o (4)3/4" Oia.A-36 A.Solts Plate L=1'-1" W-8" T-3/8' Elevation= 100'-0" D7 On: filesry Pro)kY: 32072 81119: 1 Plane: i (4)3/4" Oia.A-36 A.Bolts Plate L-1'-1' W-8' T-3/8" Elevation- 100'-0" D2 4" ITL (2)3/4" Oia.A-36 A.Bolts Plate L= 8" W=8' T-3/8" Elevation- 100'-0" D8 1. CONCRETE, GROUT, ANCHOR BOLTS, AND ANY OTHER EMBEODEO ITEMS ARE TO BE FURNISHED BY OTHERS 2. ANCHOR BOLT DIAMETERS WERE DETERMINED BY ALLOWABLE SHEAR AND TENSION PER AISC (FYAND TRANSFERRINGCATIONS FORCES FROM-ANCHORIBOLTSCTORFOOTINGSBOLTNGTH ARE TO BEETHOD DETTERMINED BY OTHERS. 3. DESIGN LOADS OREACTIONS ARE FURNISHED ON 4. FFOUNDATION MUSTBELEVEL. SQUARE. AND SMOOTH OTHER ANCHOR CBOLTS SMUST BE ACCURATELY PLACED AS SHOWN ON THIS DRAWING OR STEEL WILL NOT FIT. (2)3/4' Dia.A-36 A.Bolts Plate L-10' W-8" T-3/8" Elevation- 101'-0' D3 4 (2)3/4' Oia.A-36 A.BDItS Plate L- 8' W=g" T=3/8" Elevation= 100'-0' D9 x 0 DO z J O vnta o1e-1-9 ,a sealed .M, as tq twe Building Code: 97USC Live Ld(W/Trio Red) 20.0 psf r: Coll. Ld (gravity): 0.0 psf Coll. Ld Uplift): 0.0 psf Al.' Wind Speed: 90.0 mph an Wind Exp. Cat.: B , Ground Snow: 38.9 psf 6 Roof Snow: 35.0 psf Snow Exp. Cat.: 2 Seismic Zone: 3 Building Use Cat.: 4 °aA� v I 2 1/2• 2 /2• rL I- = (2)3/4' Oia.A-36 A.Solts Plate L-10' W-8' T -3/B' Elevation- 101'-0' 04 2 1/2" PROJECTION (U.O.N.) BASE PLATE ELEV. TYPICAL ANCHOR BOLT PROJECTION I 14. N FLII (2)3/4' Oia.A-36 A.Bolts Plate L=10' W-8' T=3/8' Elevation- 101'-0' D5 q VARIES 3/4' Dia.A-36 A.Bolts :a L-1'-1" W -B" T-3/8' Elevation- 100'-0" K1. '�F< 1/2' DIAMETER ANCHORS (NOT BOTTOM OF — COLUMN BASE PLATE S lq — 1 1/4" OPENZGID STD = 1/2" NOTE: 1" ROJECTION ABO FLUSH = 0" B TOM OF JAMB CLI TYPICAL COLUMN BASE PLATE DETAIL FOR CONSTRUCTION nc lud ing toe fnforma[lan nereon, gertym YP eu„d,nga. Anchor Bolt for fret t lnq the em 101nq GUILDER e aqm magle aurcnase o -der v Dere ev DEW. Teton West Con v moll nee, reornd"ced atner_ouroosa vl tnaet orf or ICUSTPER Q By VP) �( EQ. 3" EQ. 1 1 /4" AMED OPENING DETAIL 8925 CA00010782-003 VP BUILDINGS VARCO-PRU DEN 11378 -OS -C DATE 08/01/10 TIME 06: 29 ROD BRACING MARK LENGTH OIAM BR002 21'-11 13/16'0 1/2' 68003 22'-3 1/16' 0 1/2' 5ROD4 23'-2 1/2' 0 3/8' 7R002 21'-11 13/16'0 1/2' 78003 22'-3 1/16' 0 1/2' 7RD04 23'-2 1/2' 0 3/8' jfl r___________ 10 5/15" 5'-2 13/16" N 6'-1 /16"5 1/16-- 55'-3 1/6" 41 1'-3' I 2 2'-2" Coll. Ld (uplift): On: filesry Projky: 32072 Bldg: i Plane: 6, 7 1. A325 HIGH STRENGTH BOLTS SHALL BETIGHTENED IN ACCOPOANC NOVEMBER 13, 1985, ALLOWABLE STRESS DESIGN 'SPECIFICATIO STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS" SECTION "TURN -OF -NUT TIGHTENING". 2. USE 1/2" DIA. A307 BOLTS FOR PURLIN TO FRAME. GIRT TO FR CLIP CONNECTIONS UNLESS NOTED OTHERWISE. SEE JOB DETAILS 3. INSTALLATION OF AOEGUATE TEMPORARY BRACING FOR USE UNTIL IS COMPLETE, IS THE RESPONSIBILITY OF THE ERECTOR Q Q DCC- ___ __ _____- I I _ I I I I „ DCC9 I O11 20._0,. � 19._6,. ip � H THE r___________ B 97UBC C%15 Live Id(W/Trib Red) 20.0 psf FLISSX19 \�J I e k CI20 CI21 Coll. Ld (uplift): I I BOLT BOLT LENGTHS. E r I CI22 U ly I I CI23 J xl I I CI24 Roof Snow: I — — K I H CI24 Seismic Zone: I I r .t k Building Use Cat.: I C223 N � I C222 I I ti I csz) C FLISSX30 CX75 C1 Q Q DCC- ___ __ _____- I I _ I I I I „ DCC9 I O11 20._0,. � 19._6,. ip � H THE This or..im; 1a stele, only et t Building Code: 97UBC Live Id(W/Trib Red) 20.0 psf Coll. Ld (gravity): 0.0 psf AND GIRT TO Coll. Ld (uplift): 0.0 psf BOLT BOLT LENGTHS. Wind Speed: 90.0 mph TRUCTION Exp. Cat.: B Ground Snow: 38.9 psf Roof Snow: 35.0 psf Snow Exp. Cat.: 2 Seismic Zone: 3 Building Use Cat.: 4 Auxiliary Loads NONE wnlehed by VP Buildin, ncludln9 the Information nertan Peety OI VP Building$. fx Fretting the Building e eeaada hied" reP�oauced°rder _other Puropte xIteout Prior Roof Pri DESC. BVILOEPA^- nr..- roe e CA00010782-003 CAO 11378-01-( DATE 08/03/10 TIPS 13:11 VP BUILDINGS °PAF7 VARCO-PRUOEN PARE WAHr-NO FLG THK X WO CX 15 1/4' X 6.0 FLIRSX16 1/4' X 5.0 1/4' 'x 5.0 FLIRBX17 1/4' ;X > 5.0 I/c- x 5.0 CX15 1/4• X 6,0 (FLiS8X11 Wide Flange �CI20 1 5/16" X 6.0 CI21 1 5/15" X 6.0 CT22 1 5/16" X 6.0 CI23 ( 5/16" x 6.0 �CT24 1 5/16" X 6.0 �CT24 ( 5/16" X 6.0 (CI23 ( 5/I6" X 6.0 �CI22 5/16" X 6.0 � ml 5/16" X 6.0 �CI20 5/16' x 6.0 FL iSSX30 Wide Flange * 65EE NDTE) 77 8 1/2" 1-6 11/16" 51 4'-1 9/16" 41 2'-1 9/16" 31 3 7/16" 21 1'_3p 11 2'_2n 'NEB THK DEPTH APPgOX,6HIP A3250ty SOLTOCONNE 14.0/31.1 FRAME CLEARANCES START/ENO LENGTH 1 12 TIONCHART LengthVertical Clearance Under Frame .164 12.0/31.9 15.02 2.1 11378-01 3/4' 2' at CX35 f4'-11 1/2' Finished Floor Elevation - .164 28.4/14.0 14.4 3.0 12 3/4" 1 3/4' 100'-0" (Unless Otherwise Noted) 134 13 9/1 8.0/8.0 3 12 3/4• 2" 4.0 .134 28.1/14.0 15.0 15.0 .164 14.0/31.1 14,4 .164 12.0/31.9 15.0 ma Orenna mclu°Iq the mmr.eo an nve( the Prgaercr o! w Gq,latnq,, Frame Elevation 8.0/8.0 17.5 Coll. :.d (uplift): 0.e .188 8.5/8.5 2.1 11378-01 .135 8.0/8.0 2.5 .188 8.0/8.0 3.0 .188 8.0/8.0 3,5 o}"} a} ccnnr}o}er °;« Er.a,.r en .188 8.0/8.0 4.0 L_Arcop ID .188 8.0/8.0 4.0 .188 8.0/8.0 3.5 PPG+EC* .188 8.0/8.0 3.0 Pd rl:inson Han eL RPAuxiliary SCALE BuI .... .135 8.0/8.0 2. A Q .186 8.5/8.5 2.11 8.0/8.0 17,5 SSCL3 I i PH3054 ti I' V Q Q Q lSCL3¢ /5CR34 u 25� 4L3¢ ma SCI 34 O T4nx6 3 F ,n - P 9 • 1:12 n 4 2 $CZ 34 Ol 35CR3¢ o 0 � e m SScz3¢ a N W � '7 e _ 45C,Q3Q �d 0 � N"V,� e N ----- _" 9 ---° ---Q- ----�sX4�A6X2 \ABX I AdXj�gX3 4 k3y4\ o N V _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ y _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ -'j -------------------- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ DTE: FL/ DeFLEc7/oN = /.5 /�. O. 5 /nl. 60EstD /NCL DDO/Z WE/GNi� On: filesry Pro k 32072 Bltl 1 One; 8 E A325 BOLT CONNECTION CHART ] Y: g; ° vc runwL JOINTS .._-_ -`Z•"•` -lrcc'eIUATION FOR "TURN OF USING ASTM A325 OR A490 BOLTS• SECTION 8.(d)(11 NUT TIGHTENING". 2. USE 1/2" DIA. A307 BOLTS POR 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 I IS COMPLETE, IS THE RESPONSIBILITY OF THE ERECTOR. 0 H vWwx; wY[:•oill:L�i9 tuw rw im.na.n eugt- uy rwL as a aam Ynoa � t wwAO , .:. ' ,qut,- rat nst wm A<,rnaa not nw •Aai w wm >Qu,a a aw Arww w 06. wautp n,ww wm ,t im.a amp am o K twit ew wp wrt rw a Atmw,ww n O). . wut rmaw�r. � �ufi0uw�a[ awmt�w :x[ w[�'agt a"Kiie na[�: to T"�w �C� CE C.ONNNECC.ONS Z 7 i� :iso pe; < I ►-IhTo�v JAW dPoIz Oki L QLOLo -.141mM; mAi Ge gto lD 9250 OF TE : F02 PH/1 T No, 5 pE.vO TED % Y Sc E DETiI /L 5 O/ J % W Cf c= 2& of 260 FOS [jOG r Cpr1/n/cGT/O iV s TO c2�1�/E GUEc3. Elevation at Frame Line 1 l I Orevinq Is Seelea °nry ea t° the t°q,nen4 rurn,anea °r vP B"„aingf Building Code: 97T-n-.-dl� /Trib Red) 20eemm Ld (gravity): 0. ma Orenna mclu°Iq the mmr.eo an nve( the Prgaercr o! w Gq,latnq,, Frame Elevation °'°'E .�Co11. Coll. :.d (uplift): 0.e '� argaeeq ror nqswLOEp CA00010782-003 CAO 11378-01 Wlndi eCd: P 90nq Wind Exp. Cat.: e ssnt°ea !n the eoraer anal rot ee m atrva . ceaTetonWest v OAr 0v (ESCOaif Construction Inc. Snow: H,ii en ipyave l°oi0ainqtn°ut Pr,gr 09/03/: Nsrp(pGround 39' now: 357 o}"} a} ccnnr}o}er °;« Er.a,.r en Dirk Parkinsonpf0o 13:15 L_Arcop ID Snov Sup, Cat.: 2x @m.n tP m!e e " i°n: 90OaRexbur eis miczone: 3'Xu'gqXq Builtling Use Cat.: 4u da si:°F"Se 1nc�e" �RiRl,'Or.,n . SSiI� °i ° §�o„},4091 "al an sn<aiue PPG+EC* QpAY/cnEU ..oatls NO a i°nq ini 'cu,"v'eF[ u ! Pemaor s'y'orbc in g, Pd rl:inson Han eL RPAuxiliary SCALE BuI .... VARCO-PRUDEN AF NTS 60x60 x18 RP PAGED ,-f (2)FB3060 1:12 1:12� n O PRIMARY FRAMING SIZE CHART y p Ad r O PART -NO FLG THK X WO WEB THK DEPTH APPROX.SHIP A325 BOLT CONNECTION CHART FRAME CLEARANCES N m START/END LENGTH No Oty Diameter Length Vertical Clearance Under Frame at CXi - 14'-8 1/2' C%1 3/8" X 5.0 N .164 12.0/31.9 14.7 1 16 3/4' 2' Finished Floor Elevation ea 100'-0* (Unless Otherwise Noted) RBX2 5/16" X 5.0 34.1/12.0 2 10 3/4• 2' 1/4" X 5.0 .164 .334 13.9/20.0 14.4 15.0 3 16 3/4' 2• RBX3 1/4" X 5.0 .134 20.1/12.0 15.0 5/16" X 5.0 .164 12.0/34.1 14.4 CXS 3/6" X 5.0 .164 12.0/31.9 14.7 (2)FB3060 1:12 1:12� n O O O N y p Ad r O Ad N N Oto m O l0 OJ W p W rv� Gr W N m 2 S N 11Ne[ W6 4aAa)glp aA4r-.0 nAra snm a my s as rust a .arum aaAq- v,ac nwm atom at wA:a au wwr wva a ams ma a... n U} au t nxa awm as aanm emq m a na rasa rts .0 nn wa a rrmcx�m n U} � �1eKn Naaar. nA¢ ]wi wep 'oro M mnw a M Karl mUai[n glaaf. MY au Sail a¢'m a MF ]n[ ea[ n M rWE nfH. TYPIC& FLANGE BRACE CONNECTIONS 45 t 8 1/2" 1'-6 11/16" 4'-1 9/16" fl 2'-1 9/16" Ll 3 7/1611 ® SEE A325 BOLT CONNE( )n: filesry Projky: 32072 Bldg: I Plane: 9 A325NOVEMBER HIGH STRENGTH HOLTS SHALL HE TIGHTENED IN ACCORDANCE WITH THE NOVEMBER 13, 1985, ALLOWABLE STRESS DESIGN aSPECIFICATI STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS., ON FORSECTION 8.(d)(1) 2. USE D p.TA307 BOLTS FOR PURLIN TO FRAME, GIRT TO FRAME, AND GIRT TO CLIP CONNECTIONS UNLESS NOTED OTHERWISE. SEE JOBDETAILS FOR BOLT LENGTHS. 3. INSTALLATION OF ADEQUATE TEMPORARY BRACING FOR USE UNTIL CONSTRUCTION IS COMPLETE, IS THE RESPONSIBILITY OF THE ERECTOR. in,a oreNnq Iz Sealed Only Sz to he Condoner" rurnrsnm Dy VP 6ulmtngs Building Code: 97UBC This Gra'ing. Including tne information hereon. Live LLd (gray Red) 20.0 psf Imams n property of yd swldmgs. Coll. Ld (gravity): 0.0 PEE r Coll. Ld (uplift) : 0.0 sf de Is vrd.Ineo e a Ere..... a ng me sin ld mq P deso- men m me aaw tame P"rcha se Grder Wind Speed: 90.0 mph end snap not re m doted, ra and. ed Wind Exp. Cat.: B or used for any other odrvdze .I moue prior Ground Snow: 38.9 psf Written adoro.al df VP surldings. Roof Snow: 35.0 PEE the General zontrac and/or Eraecror P III a o.namfe`ror d to. goad Snow Exp. Cat.: 2 t x�xm h:o n ecunR. tAle Seismic zone: 3 �os9X9g 8nt 47�oGm9e�er <a" n (nIs gra", Building Use Cat.: 4 ano a4i �;l.;}°7 ..:E?;t ran Dem ti's Frame Elevation BLBTE a )OB e CA00010782-003 CAO 11378 -01 -OE 1Upoi 6V BESC. SUILOEA GALE Teton West Ccnst:z ction, Inc. 08/03/10 LUSip{q Dirk Parkinson TIgE Lcunw+ 13:16 Rexburg, IU yp BUILDINGS ogAsyc�Ecn PROJECT 4091 Parkinson Han er RF VARCO—PRU DEN SCALE NTE BUILGING PAGE/- Ox6Ox18 RF LJ/ (2)FB3060 r FB3004 k 0 Q n - A 9 - u 1:12 1:12 _ c, _nit '� z a .-• -- -' - PRIMARY FRAMING SIZE CHART n A325 BOLT CONNECTION CHART FRAME CLEARANCES ® PART -NO FLG THK X WO WEB THK DEPTH APPROX.SHIP O m No Oty Diameter Length Vertical Clearance Under Frame at CXS we 14'-8 1/2' ' <164 Tf OF START/END LENGTH 1 16 3/4" 2" Vertical Clearance Under Frame at FL3CXB - 14'-8" CX1 3/8" X 5.0 .164 12.0/31.9 14.7 'p.0 Al. ' 2 10 3/4" 2" Horizontal Clearance Between CXS S FL3CX8 as 53'-3 3/16" RBX2 5/16" X 5.0 .164 34.1/12.0 14.4 3 16 3/4' 2" Finished Floor Elevation . 100'-0" (Unless Otherwise Noted) 1/4" X 5.0 .134 11.9/20.0 15.0 Frame Elevation OWTE a CA00010782-003 CAO .b0 e 113 7 8-01-0E v DAT By BUILDea DESC. Teton West Construction, Inc. RBX3 1/4" X 5.0 .134 20.1/12.0 15.0 LOCATIDx Rexburg, ID Dsex/caEca PawECT 9091 Parkinson Hanger RF SCALE mTTe BmLDixe cn..c n.aa pe 5/16" X 5.0 .164 12.0/34.1 14.4 FL3CXB 3/8" X 5.0 .164 12.0/31.9 14.7 (2)FB3060 r FB3004 k 0 Q n - A 9 - u 1:12 1:12 _ c, _nit '� z a .-• -- -' - 8 1/2" n 0 0 N ® l'-6 11/16" O m N N O 0 <164 Tf OF ❑2 2'-1 9/16" [i 3 7/16" ® SEE A325 BOLT CONNECTION CHART Elevation at Frame Line 3 TOriwawam.r.a... — .•�� .- —�mr Imo? on ee met., em. swer bs nAVa suz axotuvnx� a .axg- - .uA rv,tt st•¢a a dioN aevoe wwmay a mmmtm auyawx mini¢ aura .vc eaura .a,mmem w ams xnw n am xpmave.a w aux a- rtysv anm e¢ icdu® amx tin a rt ,wc n w vAar ms. a xrnrusxa n a d -W6BC 0.Y2 9ql S IaelO Mx Y.ILG ./f . PoSB.LWmessage IK 4umaF W[ V M TYPICAL FLANGE BRACE CONNECTIONS (2)FB3060 ad u a FB3004 m I 0 8 1/2" N ® l'-6 11/16" ❑3 4'-1 9/1611 <164 Tf OF ❑2 2'-1 9/16" [i 3 7/16" ® SEE A325 BOLT CONNECTION CHART Elevation at Frame Line 3 'p.0 Al. ' M� On: filesry Prolky: 32072 Bldg: f Plane: 10 This Drawing ra sealed only as to the components furnished ey m Buildings 1. 2. 1. A325 HIGH STRENGTH BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE NOVEMBER 13, 1985, ALLOWABLE STRESS DESIGN "SPECIFICATION FOR STRUCTURAL JOINTS UBING ASTM A325 OR A490 BOLTS" SECTION B. (d) (1) "TURN -OF -NUT TIGXTINING". USE 1/2m DIA. A30] BOLTS FOR PURL IN TO PRAME, GIRT TO FRAME, AND GIRT TO CLIP CONNECTIONS UNLESS NOTED OTHERWISE. EEE JOB DETAILS FOR BOLT LENGTHS. INSTALLATION OF ADEQUATE TEMPORARY BRACING FOR USE UNTIL CONSTRUCTIONof IS COMPLETE, IS THE RESPONSIBILITY OF THE ERECTOR. _ Building Code: Live Ld(W/Trib Red) Coll. Ld (gravi Cp) : Coll. Ld (uplift : Wind Speed: Wind Exp. Cat.: Ground Snow: Roof Snow: Snow Ex Cat.: P Seismic Zone: Building Use Cat.: Auxiliary Loads 97UBC 20.0 psf 0.0 PSI 0.0 psf 90.0 mph B 38.9 psi 35.0 psi 2 3 4 NONE This Drawing, including the Information merman, remains the property at vP evilaings. it is pro,ded for Erecting the euimmg descended in the applicable Purchase weer and zneli not de madiried, reproduce" or used for arei other p purpose prior Theon ai contrac and/or Erector s g i soonsxclpr r or Accurate. goad auap-ty �i tempo mp me a ting this i wopg dot an ar.7nomnwith I rots wawin ii 1471( `oi vP euiid Ings cLr bon Detaii's a ° nauziry stanaara rigor, °o nidiem°graction.•,pcm° mg ipe pt se Frame Elevation OWTE a CA00010782-003 CAO .b0 e 113 7 8-01-0E v DAT By BUILDea DESC. Teton West Construction, Inc. VP BUILDING$ VARCO-PRUOEN DATE 08/03/10 DDSTWEP Dirk Parkinson iTME 13:16 LOCATIDx Rexburg, ID Dsex/caEca PawECT 9091 Parkinson Hanger RF SCALE mTTe BmLDixe cn..c n.aa pe RAM ^7 / PRIMARY FRAMING SIZE CHART PART -NO FLG THK X WD WEB THK DEPTH APPROX.SHIP START/END LENGTH DCC9 .059 X 5.0 20.059 8.5/8.5 15.6 FL40CRIO .082 X 5.0 - 20.082 8.5/8.5 30.1 FL40CRII .082 X 5.0 2@.082 8.5/8.5 30.1 DCC9 .059 X 5.0 2@.059 8.5/8.5 15.6 FL40CC13 .059 X 5.0 2@.059 8.5/8.5 17.2 FL4DCC14 .059 X 5.0 2@.059 8.5/8.5 17.2 A325 BOLT CONNECTION CHART No Oty Diameter Length 1 4 1/2" 1 1/2" 2 4 3/4" 1 3/4' 3 4 1/2" 1 1/2" 4 4 1/2" 1 1/2' 5 4 1/2" 1 1/2" FRAME CLEARANCES Finished Floor Elevation as 100'-0' (Unless Otherwise Noted) n 1:12 n 4 { 4 1:12 1 2 03 _ Q3 2 1 0 in O in N N O N O O O a O O in N O N N 0. go a O of m Ou NO N C m O, W W N O tj W 0 O 7 in h, PL4DCR10 _-.-t- —'�-_7_—PL4DCR31 FB2046 e 1 0 1 U U A FB2046 _ I I I I I dm me .,. lw.a nvc lmnoons Am ails/l- Y R.ya num a Dose srnoe wsr C Runup iea[I ]- Sxn2 i1MLE nYm ML Mn12o Rp MT Way W /11M6 nM'9 IS fdP� n)iM 9m V M IMm Ru sai a nso 1a> N]Of KNWVMYm TM Mmasow ltl, "eM1W1 gt1♦f "K. sw6e Bvm he pose we VnamusE. TYPICAL FIANCE BRACE CONNEC11ON5 I O O O 0 I I I I I I r v FB2046 a - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -w u U v p A W W D --------------------ILL _ _ _ ------------------ _ -0" 101'-0" _ ------------------ _ --------------------- 1-6 ____________________ 1r-6 11/1611 ❑3 4e-1 9/16" ❑2 2e-1 9/16" n1 3 7/16" ® ESS A325 BOLT CONNECTION CHART On: tilesry Pr01RY: 32072 Bldg: 1 Plane: 11 1. A325 HIGH STRENGTH BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE NOVESTRUCTUURALER 3JOINTS USING 1985, ALLOWABLE STM A325 STRESS OR A490 NBOLTS'CISECTIONN8 FOR )(1) "TURN -OP -NUT TIGHTENING". 2. USE 1/2" DIA. A307 BOLTS FOR PURLIN TO FRAME, GIRT TO FRAME, AND GIRT TO CLIP CONNECTIONS UNLESS NOTED OTHERWISE. SEE JOB DETAILS FOR BOLT LENGTHS 3. INSTALLATION OF ADEQUATE TEMPORARY BRACING FOR USE UNTIL CONSTRUCTION IS COMPLETE, IS THE RESPONSIBILITY OF THE ERECTOR. Elevation at Frame Line 4 P82046 I ---------------- i -0" 101 TMa Orextng fa See led only 39 t0 the Cbm00nenta turntsaed by VP Buildings Building Code: 97UBC Tn�a grexma, innWln 'N'mrormae information nap Live Ld(W/Trib Redl 20.0 psf " dins the pr In"ty di VP Buildings. Coll. Ld (gravity): 0.0 psf a is pppvload for Erecting the Building Coll. Ld (uplift): 0.0 psf described In the ayplIcable Purchase or Wind Speed: 90.0 mph end snail not be doled, reprmucee Wind Exp. Cat.: B or used top any ower oppose "sthduc Prior Ground Snow: 38.9 psf xritten Approval of VP &sildtnge. The s a1 Contra or and/., Enactor Roof Snow: 35.0 psf s po1"i esonat�)e 'or urte, goad Snow Ex Cat.: 2 it xean IMP n ecIm roil Seismic Zone: 3 °iiM§iKy° bee on or, t<n2eb" nRlnis ora.m� Bu ildina Use Cat.: 4 end ei]i )`eiuier:Fs�in�.q o�F €e),,onoCatu. Frame Elevation [f SC. BURmE_ __ vee« r......r_ .we x CAOOOIO782-003 CAO 11378-01-( GATE 08/03/10 TIM£ 13:15 VP BUILDINGS DRAx CMtECK VARCO-PRUDEN P.VGE a ----------- SECONDARY --------- MARK LENGTH THK DEPTH SZP38 21'-7' .092 8.5 7ZP65 21'-7' .092 8.5 EZW27 19'-1t 1/2' .092 B.S EZM29 19'-11 1/2' .092 8.5 EZW30 19'-11 1/2' .059 8.5 ZP20000 21'-10' - .092 8.5 ZP20001 22'-7'- -`= ,092 8.3 ZP32 22'-7' .092 8.5 ZP33 23'-2 1/2' .059 8.5 ZP34 22'-7' .082 8.5 ZP40 21'-7' .082 8.5 ZP53 22'-7' .092 8.5 37 JCP052050 On: filesry Pro)ky: 32072 Bldg: 1 Plane: 6,7 SEE JOB DETAILS FOR -BOLT LENGTH$,,:. , ANu rLANGE BRACE TO PURLIN CONNECTIONS. 2. WINO. FLANGE, AND PURLIN BRACING ARE AN INTEGRAL PART OF THE ROOF STRUCTURAL SYSTEM REMOVALUOR ALTERATIONAND SHLD BE PROPERLYOFNROOFLBRACINGRWITTHOUTCPRIOR AUTHORIZATIONOISTO ERETION OF WALL ANROFSPEOHIBITED. R 3. WHEN SAG ANGLE SLOTS IN ADJACENT PURLINS 00 NOT ALIGN OR ARE OMITTED. FIELD -BEN. A SAG ANGLE TAB AND ATTACH TO PURLIN WITH A SELF -GRILLING STRUCTURAL FASTENEfl. 4. SAG ANGLES ARE NOT REQUIRED IN BAYS THAT ARE 16' OR LES$. A � o-" � �r 8ZW27 SAIaG ZP53 y 71 r 7ZP65 E ZP53 �F ZP53 ZP53 \/ I 110,L - DOTE ; 6A G A/%J6 ,ES (SA- - - -) AS Sh0wAJ 42E (7' -fp.) FO/Z. AL-BAys.(cJ.D./vt) 4 4 4ZPZoap1 ZP20000 0 ❑3 EZW29 EZW30 5M o34 M 5017 5A5o17 5A 5® 11 hg5017 ' (2A 5017 hA3o17 5A3o"!7 8925 5E3Ro8'�. zP2000l ZP2oc5oo 1Loll C4) D'Wine 0 6 H /1D%E: A-rh,e6'AS DENOTED ay USE y2q�x /XZ3f,43z5 C30LT5 w/wf1-SffE�eS� FOR. SECorvDA2Y To FAME COMAJE C TlO nJ 5 Tn,e Weefnq is solea °nlr ae to the C°mp°ne t. LYnlsnea er vP &If la Ings Building Code: 97UBC rme srennq muuem "'al rorrnrt fqn nerean. Live Ld(W/Trib Red) 20.0 psf r"if"e me ar"aer[y a9 vn a mqe. Coll. Ld (gravity): 0.0 psf It m eravfa"a tar Eree[mq ens euuafnq Coll. pe ( l Et) : 0.0 pep aeacn eve m the moo if cae fe wrcneee Greer Wind Speed: 90.0 mph ens ana if qt ae sat t,va. ragraeucea Wind Exp. Cat.: 0 a uses it, any "soar ours°"" +ftn°ut °r,or Ground Snow: 38.9 psf •r "tan Agar°vel ar vo auf ,a mq". Roof Snow: 35.0 sf Ti. a a� c°ntrac a....... nr Erac mr p }ai lune(. curets, qma Srtow Exp. Cat.: 2 Xorevan ° i w 1, tn,e dfXq t 3;�n nF. to tRis Seismic Zone: 3 X<t °i i n a n uu are+m at 4' 1 .ai 'vnr§u,Se,Z a Building VLo °"e°i°eI Cat.: 4 a a ) RM're Stenearay9 �reeo�ro Auxiliary Loads PONE "ocIeiy e°.�Le inq 1u0i 'Ft ' Roof SecondaryMTE' ,m 1 CA00010782-003 CAO 11378-01 Ev OATE BY Tax. T" WILDATE Teton West Construction Inc. 08/03/: NSidEs Dirk Parkinson TIME [OCATIOx 13:25 wa ECT Rexburg, ID VP BUILDINGS o"2 7 4091 Parkinson Han er RP vAgco-Pqu pEN SCALE NTS anLDINO 60x60x18 RP BALE Q Y Y Q Q Y Q Q Q Y Q Q lG/�2oo0� © �'& 10� © 1'-3" M1 2'-2" On: filesry Projky: 32072 Bldg: I Plane: 2 1. UNLESS NOTED, USE 1/2" DIAMETER A-307 BOLTS FOR GIRTGIRa ry exgmx, FLANGE BRACE TO FRAME, FLANGE BRACE TO GIRT, JAPID AND HEADER CONNECTIONS. SEE JOB DETAILS FOR BOLT LENGTHS. 2. WIND AND FLANGE BRACING ARE AN INTEGRAL PART OF THE WALL STRUCTURAL SYSTEM AND PROPERLYSHOULD BE INSTALLED REMOVAL ORALTERATIONOFPRIOR ERECTION WALLBRACING WITHOUTPRIOR AUTHORIZATION OF WALL AND ROOF H IS PROHIBITED. Building Code: 97UBC Intlunorer,ing, mcmam the Information Hereon, Live Ld(W/Trib Red) 20.0 psf ran me property u� VP BUDdmgs. Coll. Ld (gravity): 0.0 psf Coll. Ld u u provided Far Erector the Buudm wind Speed: : 0.0 psf deacr teed to the appl maple Purchase Older p 90.0 mph and shall not he dieted. repr a. Wind Exp. Cat.: B or used for Any other purpnee tthput prior Ground Snow: .rtttan Approval df yP 9utldtngA. 38.9 psf The G fral cnntrec no/., Erector Roof Snow: 35.0 psE p e r sponamlir ror wau, goad Snow Exo. Cat.: 2 �iorkment t� n ereeit ems Seismic zone: 3 �p'4Met%g 6e"i ii ?rc. ten n�in.a aram.n Suildin Use Cat.: 4 °eno ae yyl fhahie fy a lama pon Detat9s g 47 1 dpaerr st. oara8 orlaaa InIn o Atutil iary Loads NONE aro man, ncs rang fin. se S iae:geaI°try orecino. Wall Secondary GATE ICA00010782-003 CAO 11378-01 MS,, BUILDER DATE Teton West Construction Inc. 08/03/: CUSTUREa Dirk Parkinson TT:E Lac.IIDR 20:40 Rexburg, ID M�cRECK PROJECT qV'PR BUILDINGS4091 Parkinson Han er RF CO-PRUDEN PApe S 60x60x18 RF SECONDARY ------------ MARK LENGTH THK DEPTH —'--------------- FOO -LOC- MARK FRAMED OPENINGS ----------------_ LENGTH THK DEPTH RKA08 20' I -0' yII •059 7 SILL CGS 4•-9 5/e' 8.5 1G�Z�G 1 .1 a (I oil I SILL CG80 4'-9 5/ev .059 .059 8.5 jlmf9� I I SILL COW 5'-7 5/8' .059 8.5 gII I SILL C002 5'-7 5/8' 1G�Q Ss� O-Aj. aO${ - ,059 I SILL CG82 5'-7 5/e' .059 I SILL 0682 5'-7 5/e' .059 - 1 GILL 4:106 SI -8 I SILL :YOB $r -411 Q Y Y Q Q Y Q Q Q Y Q Q lG/�2oo0� © �'& 10� © 1'-3" M1 2'-2" On: filesry Projky: 32072 Bldg: I Plane: 2 1. UNLESS NOTED, USE 1/2" DIAMETER A-307 BOLTS FOR GIRTGIRa ry exgmx, FLANGE BRACE TO FRAME, FLANGE BRACE TO GIRT, JAPID AND HEADER CONNECTIONS. SEE JOB DETAILS FOR BOLT LENGTHS. 2. WIND AND FLANGE BRACING ARE AN INTEGRAL PART OF THE WALL STRUCTURAL SYSTEM AND PROPERLYSHOULD BE INSTALLED REMOVAL ORALTERATIONOFPRIOR ERECTION WALLBRACING WITHOUTPRIOR AUTHORIZATION OF WALL AND ROOF H IS PROHIBITED. Building Code: 97UBC Intlunorer,ing, mcmam the Information Hereon, Live Ld(W/Trib Red) 20.0 psf ran me property u� VP BUDdmgs. Coll. Ld (gravity): 0.0 psf Coll. Ld u u provided Far Erector the Buudm wind Speed: : 0.0 psf deacr teed to the appl maple Purchase Older p 90.0 mph and shall not he dieted. repr a. Wind Exp. Cat.: B or used for Any other purpnee tthput prior Ground Snow: .rtttan Approval df yP 9utldtngA. 38.9 psf The G fral cnntrec no/., Erector Roof Snow: 35.0 psE p e r sponamlir ror wau, goad Snow Exo. Cat.: 2 �iorkment t� n ereeit ems Seismic zone: 3 �p'4Met%g 6e"i ii ?rc. ten n�in.a aram.n Suildin Use Cat.: 4 °eno ae yyl fhahie fy a lama pon Detat9s g 47 1 dpaerr st. oara8 orlaaa InIn o Atutil iary Loads NONE aro man, ncs rang fin. se S iae:geaI°try orecino. Wall Secondary GATE ICA00010782-003 CAO 11378-01 MS,, BUILDER DATE Teton West Construction Inc. 08/03/: CUSTUREa Dirk Parkinson TT:E Lac.IIDR 20:40 Rexburg, ID M�cRECK PROJECT qV'PR BUILDINGS4091 Parkinson Han er RF CO-PRUDEN PApe S 60x60x18 RF T T T 11 (3)BG2 fAs 90'-OlF sl 20'-0" 90,_0-1 il T � Sal n WALL ELEVATION AT WR / yev p, 89250 ❑1 GFA201 yj-t o F COQ' `O ----------- SECONDARY ------------ �. MARK LENGTH THK DEPTH Al, .}... This DraMng is sealed only as to - 3CG7 19'-9 1/2' .059 8.5 TO FRAME, FLANGE BRACE TO FRAME, FLANGE BRACE TO GIRT, JAMB AND HEADER CONNECTIONS. C06 18'-2 3/4' .059 B.5 Wall Secondary RKA08 20'-0' -.059 SEE JOB DETAILS FOR BOLT LENGTHS. _ Coll. (gravity): Zola 19'-9 1/2' .059 8.5 CA00010782-003 CAO ZG12 8'-7 5/16' .059 8.5 0.0 psf 0.0 n to oraaad far Erect lnq dna cut 101ng ZG9 18'-2 3/4' .059 8.5 T T T 11 (3)BG2 fAs 90'-OlF sl 20'-0" 90,_0-1 il T � Sal n WALL ELEVATION AT WR / yev p, 89250 ❑1 GFA201 yj-t o F COQ' `O On: fllesry Prolky: 32072 Bldg: 1 Plane: 3 Al, 1. UNLESS NOTED, UBE 1/2e DIAMETER A-307 BOLTS FOR GIRT LAP, GIRT This DraMng is sealed only as to the Coanonents lurnlahet by VP Buildings TO FRAME, FLANGE BRACE TO FRAME, FLANGE BRACE TO GIRT, JAMB AND HEADER CONNECTIONS. Building Code: Live Ld (W/Trib Red) d( 97UBC 20.0 Tnu Drawing. mclumn me mror,neuon hereon. the Wall Secondary MTE r um r SEE JOB DETAILS FOR BOLT LENGTHS. Coll. (gravity): oaf ranatna the property o� Bulltings. CA00010782-003 CAO 11376 -01 -OE 2. WIND AND FLANGE BRACING ARE AN INTEGRAL PART OF THE WALL STRUCTURAL SYSTEM AND Coll. Ld (uplift): 0.0 psf 0.0 n to oraaad far Erect lnq dna cut 101ng WILDER DATE SHOULD BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. REMOVAL Wind Speed: psf 90.0 mph p^acnnad the apps scarce Purcnaae neer d Abell not pa notified. reproduced v DATE BY DESC. Teton West Construction Inc. 08/03/10 OR ALTERATION OF WALL BRACING WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. Wind Exp. Cat.: H or user far any other purpose without prior Ct9T06Ea Ground Snow: 38.9 psf xneten Approval of w Wiltinge. Dirk Parkinson T1ME 13:30 Roof Snow: 35.0 psf The a1 entree ar anchor Else, r ea¢ro'�if4 coraco. ood [AAT lan RexburgID Snow exp. Cat.: 2 or.1for g-Im 1a , '" e5°, CRtin`.1 g d"i iia PaaECT VP BUILDING$ p4AXActWCB Seismic zone: 3 p r 9e�€"�_a tn�a Draan nd eq�l ic:pfe vP lo,nisCe'r c� onGDatat�'s 4091 Parkinson Han er RP vARCO-PROOEN Building Use Cat.: Auxiliary Loads 4 oro ere ��j`ry SnC juaing pn!`C01"'I''Bgt`uae iemparery SCALE BunD[XD PAGE NONE f $"ret inq. NTS 60x60x18 RF I' I„at,� 1 20' -0- + 9•-0" OO © GCC072084 Q 1•-0„ ❑1 6" On: fllesry Pro)ky: 32072 Bldg: 1 Plane: 5 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 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. WALL ELEVATION AT WB euilaing code: 97UBC Live Ld(W/Trib Red) 20.0 psf Coll. Ld (gravity): 0.0 psf Coll. Ld (uplift): 0.0 psf Wind Speed: 90.0 mph Wind Exp. Cat.: B Ground Snow: 38.9 psf Roof Snow: 35.0 psf Snow Exp. Cat.: 2 Seismic Zone: 3 Buildinq Use Cat.: 4 by VP Buildings the mmrnendn her VP & 1101ngs. .Ingshe 0u1101ng dle wrg..e Grder '.d. „eP�oduced Pose ltndut Prl., Wall OEBC. B113L� 4 c ❑3 892500 < 'P Q'I V ' t�`A 9r f Of ti M. Mti • ,,Ds g CA00010782-003 CAO 11378-01-( DATE 08/03/10 TIME 13:28 VP BUILDINGS Wu.M CFM VARCO—PgUDEN PAGE ---------SECONDARY ------------ ZG20 _. . ROD BRACING I ZG18 I I I I I I I I CG17 MARK LENGTH THK DEPTH MARK LENGTH OIAM I I I I I _ CG15 19'-11 1/2' .059 6.5 5ROD5 26'-4 13/16.0 3/4' ------ - - - - ---------- - - - - -- --------------------------- CG16 19'-11 1/2' .059 0.5 CGt7 - 19'-11 1/2' .059 8.5 .. ZG18 19'-11 1/2' .059 8.5 ZG19 19'-11 1/2' .059 B.5 i ZG20 19'-11 1/2' .059 8.5 , I„at,� 1 20' -0- + 9•-0" OO © GCC072084 Q 1•-0„ ❑1 6" On: fllesry Pro)ky: 32072 Bldg: 1 Plane: 5 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 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. WALL ELEVATION AT WB euilaing code: 97UBC Live Ld(W/Trib Red) 20.0 psf Coll. Ld (gravity): 0.0 psf Coll. Ld (uplift): 0.0 psf Wind Speed: 90.0 mph Wind Exp. Cat.: B Ground Snow: 38.9 psf Roof Snow: 35.0 psf Snow Exp. Cat.: 2 Seismic Zone: 3 Buildinq Use Cat.: 4 by VP Buildings the mmrnendn her VP & 1101ngs. .Ingshe 0u1101ng dle wrg..e Grder '.d. „eP�oduced Pose ltndut Prl., Wall OEBC. B113L� 4 c ❑3 892500 < 'P Q'I V ' t�`A 9r f Of ti M. Mti • ,,Ds g CA00010782-003 CAO 11378-01-( DATE 08/03/10 TIME 13:28 VP BUILDINGS Wu.M CFM VARCO—PgUDEN PAGE I I I I I I I ZG20 I II SR ZG19 O I ZG18 I I I I I I I I CG17 CG36 I I I I I -xxCG35 �400h I i -- - -- - - - - - - - - - - - - - - - - - - - - - -- ------ - - - - ---------- - - - - -- --------------------------- I„at,� 1 20' -0- + 9•-0" OO © GCC072084 Q 1•-0„ ❑1 6" On: fllesry Pro)ky: 32072 Bldg: 1 Plane: 5 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 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. WALL ELEVATION AT WB euilaing code: 97UBC Live Ld(W/Trib Red) 20.0 psf Coll. Ld (gravity): 0.0 psf Coll. Ld (uplift): 0.0 psf Wind Speed: 90.0 mph Wind Exp. Cat.: B Ground Snow: 38.9 psf Roof Snow: 35.0 psf Snow Exp. Cat.: 2 Seismic Zone: 3 Buildinq Use Cat.: 4 by VP Buildings the mmrnendn her VP & 1101ngs. .Ingshe 0u1101ng dle wrg..e Grder '.d. „eP�oduced Pose ltndut Prl., Wall OEBC. B113L� 4 c ❑3 892500 < 'P Q'I V ' t�`A 9r f Of ti M. Mti • ,,Ds g CA00010782-003 CAO 11378-01-( DATE 08/03/10 TIME 13:28 VP BUILDINGS Wu.M CFM VARCO—PgUDEN PAGE Q ' ----------- SECONDARY ------------ R00 BRACING I I I I I I I I I MARK LENGTH THK DEPTH MART( LENGTH DIAN I I I I I Thta graying. Inc loping [n. snyormemon hereon. rem ms me property of VP Building'. CGIS 19'-11 1/2' .059 8.5 48005 26'-4 13/16'0 3/4' - Coll. Ld (uplift) : CGie 19'-11 1/2' 8.5 90.0 mph and shall no[ ae mAEifted. reproduced C017 19'-11 1/2' .059 .059 8.5 Ground Snow: ZG18 19'-11 1/2' _059 8.5 35.0 oaf ne n al c°ntr.c a/pr erec mr 4"'( pons,gf er for curate, ZG19 19'-11 1/2' .059 8.5 Seismic Zone: Z020 19'-11 1/2' .059 8.5 Q ❑3 GCC072084 ❑2 6p 01 1'-0" On: filesry Prolky: 32072 Bldg: 1 Plane: 4 1. UNLESS NOTED, USE 1/2" DIAMETER A-30'1 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 BREMOVALORPALTERATION ROPERLY SOFLWALL LED PBRACING WITHOUT RIOR TO NPRIOR AUTHOF WALL ORIZATIONISTROOF IST PROHIBITED. I I I I Iy I I I I Zola I I ZG19 �d I ZG20 I I I I I I I I I CG15 CG76 CG17 I I I I I I I I Thta graying. Inc loping [n. snyormemon hereon. rem ms me property of VP Building'. 9 409 A Coll. Ld (gravity): I I I I I I I Coll. Ld (uplift) : II ❑3 GCC072084 ❑2 6p 01 1'-0" On: filesry Prolky: 32072 Bldg: 1 Plane: 4 1. UNLESS NOTED, USE 1/2" DIAMETER A-30'1 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 BREMOVALORPALTERATION ROPERLY SOFLWALL LED PBRACING WITHOUT RIOR TO NPRIOR AUTHOF WALL ORIZATIONISTROOF IST PROHIBITED. , -ep u a Wall SecondaryMTEI CA00010782-003 CAO 11378-01-C 9UR.MP oesc. Teton West Construction Inc. paT08/03/10 MSTgEA Dirk Parkinson 13:27 EocaTtoh Tl Rexburg, ID yp BUILDINGS D'awy`"EGw psO ECT euaBltw 091 Parkinson Hanger RP vARCO-PRuOEN pacE S 60x60x18 RP 13 (3)SU2 20, -On 60• n WALL ELEVATION AT WF This Mewing Ss Sealed only as to he Component' furnishes by VP Buildings Building Code: Live Ld(W/Trib Red) 97URC 20.0 Psf Thta graying. Inc loping [n. snyormemon hereon. rem ms me property of VP Building'. Coll. Ld (gravity): 0.0 PEI Coll. Ld (uplift) : 0.0 pBE )[ to prpvf Bed for Erecting end But ming d..cr less m the appl to able Our Meer Wind Speed: 90.0 mph and shall no[ ae mAEifted. reproduced Wind Exp. Cat.: B or used 'Or any ocher purpose without prior Vr1[[an approval °1 W Building'. Ground Snow: 38.9 psi Roof Snow: 35.0 oaf ne n al c°ntr.c a/pr erec mr 4"'( pons,gf er for curate, Snow Exp. Cat.: P 2 goad a¢¢'[ .,,on r4cct,n this to `1"or°n Seismic Zone: 3 u �Kq Inc.w [n to is 6M,1. qa a this Mawi 1 au6a yP 9u t 10in ' EI"' C o RUM ° °ai Building Use Cat.: 4 Icnp try 8t andud4 Ilain4 to i'ne Auxiliary Loads NONE ai°iempa°recy1Oo,"ee ing �u0 ^9 eorrage .a , -ep u a Wall SecondaryMTEI CA00010782-003 CAO 11378-01-C 9UR.MP oesc. Teton West Construction Inc. paT08/03/10 MSTgEA Dirk Parkinson 13:27 EocaTtoh Tl Rexburg, ID yp BUILDINGS D'awy`"EGw psO ECT euaBltw 091 Parkinson Hanger RP vARCO-PRuOEN pacE S 60x60x18 RP 13 ----------------- SHEETING ---------------- MARK LENGTH . THK .COLOR (FINISH) PRR1 29'-4 9/16' 26 Standard Color (GALVMI PRR2 3'-3 7/16" 26 Standard Color (GALVM) AM 1� 4 8925,', On: filesry Projky: 32072 Bldg: 1 Plane: 6.7 This Graving Is Sealed amy as to the Cop"nente mrnlsned by VP b adlg. f. Install Sheeting From Left to Right 2. PRE -DRILLING 1/6° DIAMETER HOLES FOR ROOF STRUCTURAL FASTENERS MAY BE REQUIRED AT It GAGE PURLINS, NESTED PURLINS. PURLIN LAP LOCATIONS, AND/OR SECONDARY STRUCTURAL BEAMS 3. ROOF SHEETS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM, REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. 4. SEE JOB DETAILS FOR SHEETING AND TRIM FASTENER SPECIFICATION. But lot ng Code: 97UBC Live Ld(N/Trib Red) 20.0 psf Coll. Ld (gravity) : 0.0 psf Coll. Lit (uplift): 0.0 psf Wind Speed: 90.0 mph Wind Exp. Cat.: B Ground Snow: 38.9 psf Roof Snow: 35.0 paf Snow 8 Cat.: 2 Exp. Seismic zone: ] Building Use Cat.; 4 Auxiliary Loads NONE This orawing. indludin the information hereon. remains the Property o} ma Buildings. it is Provided for Erectinv tn. eullminq described in tna p,l icable Purcnaze o-aer d shall o[ be mode fiea, reproduced or used for any other purpose vlthaue Prior Written approval of VP Buildings. TOO ai cdncrac or odor Tractor s o}"} apdna b�a ee$ accurate. or }p1 }i rimen sr$ a nn this &i 15}�iq co 1 nce .a$n t$4a PP" n Pet i r } a tis organ ai a Y5cab} vP §ai Stn a jr..,s wn meta,}'s [ndut !Tgw 5tenlaera GertumnA t$ o i e!'ec[i 1 lading tna [otter[ se $� }emporery $rec s$$. ROOF Sheeting MTE • CA00010782-003 CAO ,pe 11378 -01 -OE BUILDER v oat Br GEcc. Teton West Construction, Inc. VP BUILDINGS VARCO—PRUDEN GATE 08/03/10 NStGNER Dirk Parkinson TINE 13:44 loc<r[ON Rexburg, ID W /GNEIX PPGJECi 4091 Parkinson Ran er RF SCaIE BUILDING NTS 60X60%18 RF Pam I EAI I _________________ a ___-____________ COLOR (FINISH) CT20 MARK LENGTH THK COLOR (FINISH) arRlO,RRPI6, RKP20 - - - --- PAW23 3'-6 1/16' _________________ SHEETING _________ ---------------- PRW3 ___MARK 26 Arctic White (KXL) MARK LENGTH THK COLOR (FINISH) [KXL) Medium Blue a (KXL) 1 HTS10 Spa PRWI B' -I 1/4' 26 Arctic White (KXL) RE010K j jwVk(_K+11.) T¢Mxt PRW1S l'-6 1/16' 26 Arctic White (KXL) PRWI6 1'-9 1/16' 26 Arctic White (KXL1 PRW17 2'-0 1/16' .; 26 Arctic White (KXL) - PRW18 2'-3 1/16' 26 Arctic White JKXLI PRW19 2'-6 1/16' - 26 Arctic White (KXL) PRW20 2'-9 1/16' -.r 26 Arctic White (NXL) PAW21 - -' 3'-0 1/16' 26 Arctic White (K%U PRW22 _ 3'-3 1/16' 26 Arctic White (KXL) EAI I _________________ SHEETING ___-____________ COLOR (FINISH) CT20 MARK LENGTH THK COLOR (FINISH) arRlO,RRPI6, RKP20 - - - --- PAW23 3'-6 1/16' 26 Arctic White (KXL) PRW3 7'-9 1/4' 26 Arctic White (KXL) PRW9 18'-0 1/2' 26 Arctic White [KXL) I I I _____________________ TRIM ____---___-_______-___ F01 MARK LENGTH COLOR (FINISH) CT20 20'-3' Arctic White (KXL) EAIL arRlO,RRPI6, RKP20 - - - --- Egyptian White JSP) PCC1 L,PRFI�P��-----------m Patrician Bronze (SP) PRFI n ry Medium Blue W (KXL) RFR10 10'-0' Patrician Bronze (KXL) RKFIS 16'-3' Medium Blue W (KXL) AKF20 20'-3' Medium Blue a (KXL) 1 HTS10 Spa 10'-6' Medium Blue W (KXL) t4EvIIIM 9LAJf. CIA -90 994- Beiamic Zone: MMUVA1306(jCK6) lirlo 1 q 10-4, RE010K j jwVk(_K+11.) T¢Mxt 16'. roj' AZrl& VUrM .(KXL) o O o 0 o I I I I I I 1 I .wgn it Lj _rip (3)xr --- -- q- - - _•_ - - - _ - _ _ _ _ _ _ _ _ _ _ toy _ _ - -- arRlO,RRPI6, RKP20 - - - --- C ry L,PRFI�P��-----------m 0.0 PEE w ry n ry 90.0 mph ry - - - -- -- P PRP1 ."- - - -- - a a a a Ground Snow: 38.9 paf a Rs l21 3S.0 PEE a - -� - -- i 2 wO 311 I,r «.rate. good t Z loan nep in a t1nR tn,z i�ig n -inion Beiamic Zone: 3 tlUl ea ie Y IN' dee 4ieore �e anNt [his Drevm �i e 1 -ee}e vPreuoiain Building Use Cat.: 4 s C t,pn Oeteil a e i l dus[ry St<r oral! ere°c Orr. °,. one a a a NONE oioienpore yte�bc ingmmnq eP[ ae (Co) '(I v51 CG) PRW1 i REQD(19 I a, a a O O I I s N 1 0 � PRW3 REQD(19 1 71 I 1 On: filesry Pro)Ky: 32072 Bldg: 1 Plane: 2 I. Install Sheeting From High Point(s)7- Law PDint(s) 2 WALL REMOVAL EORSALTERATION ARE AN TWITHOUT EGRAL APRIOR AUTHORIZATIONRT OF THE STUCTURAL ISY YPROHIBITS 3. SEE JOB DETAILS FOR SHEETING AND TRIM FASTENER SPECIFICATION. 2. PREDRILLING 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 60,-Q.. WALL ELEVATION AT WL • �T'•• ^V es ae, ea only ea to ehe coponanta furnished M1y w Buildings T.^ T.lding Code: 97UHC Live Ld (W/Trib Red) 20.0 paf tnis Draminq inc ludin the Information nor rens ins the Coll. Ld (gravity); 0.0 PEE Property 0� VP buildings. Coll. Ld (uplift): 0.0 PEE It Is provided for Erec U np the Wilding Wind Speed: 90.0 mph described In toe dopncable wrchase order and shall net be modified. rearoduced Wind Exp. Cat.: B Or sea for any ocher purpose .[thou[ Prior Ground Snow: 38.9 paf "ritten Approval of VP buildings. Roof Snow: 3S.0 PEE Ind Gqn}ral centrec`or and/or Erector Snow Exp. Cat.: 2 wO 311 I,r «.rate. good t Z loan nep in a t1nR tn,z i�ig n -inion Beiamic Zone: 3 tlUl ea ie Y IN' dee 4ieore �e anNt [his Drevm �i e 1 -ee}e vPreuoiain Building Use Cat.: 4 s C t,pn Oeteil a e i l dus[ry St<r oral! ere°c Orr. °,. one Auxiliary Load. NONE oioienpore yte�bc ingmmnq eP[ ae SCALE Wall Sheet DESC. BUILDER`^ -- 1L- f"& I I 892500 Z .DB . CA00010782-003 CAO 11378-01-C DATE 08/03/10 TIME 23:12 VP BUILDINGS /t"Et VARCO-PRUDEN PARE I -----------------SHEETING ________________ --------------------- TRIM .: - -- _ MARK LENGTH TKK COLOR (FINISH) FOi MARK LENGTH COLOR (FINISH) LTA/o JB1 c," ,ecmi Wl+lT6 CKXi-) PRW28 G'-6 3/4' 26 Regal Wnite (KXU a ,• a /1—T07 7— o 0 1 r--------------- ———————————————— ---------------------------- ------------ ----------------- -- - - - - - - - - - - - - - - - - - - - - - - - - - - - i I � I I LTA l0 7-10 - ----------------------------------------------------- On: filesry Prolky: 32072 Bldg: t Plane: 2 WALL ELEVATION AT WL rule crevmq Is Sealed only as to he c"weonenta Iwnlehee ey w wild. Building Code: 9777 rale ora.mg mcmwn the m,araenan net Live Ld(W/Srib Red) 20.0 pef ,..elm end o,00er ey ai vP a,LLa mga. Coll. Ld (gravity) : 0.0 pef [e a Drat Idea ,or Eea ee Coll. Ld (uplift) : 0.0 pef g'"a W Id,ng aeacrlo.d in he pow lcame .�.cnaae orae, Wind Bps ed: 90.0 mph end a au of as du tee, ee th..ea Wind Exp. Cat.: H , eve m, any Dena, led. nenaue arm, Mritten eoorovel w w Qytlwng It Ground Snow: 38.9 psf Roof Snow: Theo ai eonerec a/n• ereeea, Snow 35.0 Psf t�)I} eoonata)i�la aweu. gaga Exp. Cat.. 2 1 z'r'kaonnm ¢, enu seismic zone: 3 °' myg b^o SjaGe9«:n`e'e" nAMle I,.,. Building Use Cat.: 4 end aifl)nni.iir P 10fn s l,on late,?. °nil a entan� Inciunina ?ertaurnI.2 to AUx311drY Load. NONE Q.weer.. _ .. SALE Wall Liner Sheeti BEsc. B1rt0ER-__ $.1D. ]g � a r VP BUILDINGS VARCO—PRUDEN son IO anger RF .F WALL ELEVATION AT WL rule crevmq Is Sealed only as to he c"weonenta Iwnlehee ey w wild. Building Code: 9777 rale ora.mg mcmwn the m,araenan net Live Ld(W/Srib Red) 20.0 pef ,..elm end o,00er ey ai vP a,LLa mga. Coll. Ld (gravity) : 0.0 pef [e a Drat Idea ,or Eea ee Coll. Ld (uplift) : 0.0 pef g'"a W Id,ng aeacrlo.d in he pow lcame .�.cnaae orae, Wind Bps ed: 90.0 mph end a au of as du tee, ee th..ea Wind Exp. Cat.: H , eve m, any Dena, led. nenaue arm, Mritten eoorovel w w Qytlwng It Ground Snow: 38.9 psf Roof Snow: Theo ai eonerec a/n• ereeea, Snow 35.0 Psf t�)I} eoonata)i�la aweu. gaga Exp. Cat.. 2 1 z'r'kaonnm ¢, enu seismic zone: 3 °' myg b^o SjaGe9«:n`e'e" nAMle I,.,. Building Use Cat.: 4 end aifl)nni.iir P 10fn s l,on late,?. °nil a entan� Inciunina ?ertaurnI.2 to AUx311drY Load. NONE Q.weer.. _ .. SALE Wall Liner Sheeti BEsc. B1rt0ER-__ $.1D. ]g OWTE ca000107e2-003 ction Inc. VP BUILDINGS VARCO—PRUDEN son IO anger RF .F 1 15:51 1 �.-. LENGTH ----------------- SHEETING ---------------- White (KXU EA1L - EAIR MARK LENGTH THK COLOR (FINISH) F1 PRF1 Medium Blue R (KXL) RFR10 j0'-0' Patrician Bronze (KXU RKF16 16'-3' Medium Blue a (KXL) PRW10 SB' -3 1/2' 26 Arctic White (XXLI PRW1I 1B'-8 1/2' 26 Arctic White (KXU 2. WALL SHEETS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM, REMOVAL OR ALTERATION Building Code: Live Ld(W/Trib Red) PRW12 18'-9 1/2' 26 Arctic White (KXU -- PRW13 Ig' -O 1/2' 26 Arctic White (KXU 0.0 paf 0.0 1t 1s prav'aaa for Erect'nB ene a,t lasaq , p.t er pest. PRW14 Ag' -3 1/2' 26 Arctic White (KXLI -g' West Construction Inc. PRW6 17'-0 1/2' 26 Arctic White (KXLI PRW6 17'-3 1/2' 26 Arctic White (KXU T1Re PRW7 17'-6 1/2' 26 Arctic White (KXLI ROOF Snow: PRWB 17'-9 1/2' 26 Arctic White (KXU EA7 ----------------- SHEETING ---------------- MARK LENGTH THK COLOR (FINISH) PRW9 18'-0 1/2' 26 Arctic White (KXU TRIM FO/ MARK LENGTH COLOR (FINISH) CT20 20'-3' White (KXU EA1L yArctic (S{(Ip.fJ SPI EAIR �fr61Yy(W!I (SP1 PPCF Patrician Bronze (SP) PRF1 Medium Blue R (KXL) RFR10 j0'-0' Patrician Bronze (KXU RKF16 16'-3' Medium Blue a (KXL) AKF20 20'-3' Medium Blue W (KXL) Q Q e+ftar ttltc ---------------------------------------------------------------------------------- PRP1 G WALL ELEVATION AT WR to p �� A 9Tf OF, �4 H M. 0,1 - as On: filesry Projky: 32072 Bldg: f Plane: 3 �Jn/�pr 1. Install Shee[eng From High Point la) to LON Point (s) this or.Xeng 1. sealea ant, a. to the earn.nent. rorn'ehee of vie Bulla'n9e V 2. WALL SHEETS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM, REMOVAL OR ALTERATION Building Code: Live Ld(W/Trib Red) 97UBC 20.0 paE this Of'.. r°ctumnq the mmrmeman nerean, rene'ns the ,P auvt....Al Wall Sheeting g °"°TE E '°� WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. Coll. Ld arancluderty or CA00010782-003 CAO 113 78 -01 -OE 3. SEE JOB DETAILS FOR SHEETING AND TRIM FASTENER SPECIFICATION. 2. PRE (gravity) : Coll. Ld (uplift): 0.0 paf 0.0 1t 1s prav'aaa for Erect'nB ene a,t lasaq , p.t er pest. eu1LceP DATE -GRILLING 1/B' DIAMETER TER HOLES FOR WALL STRUCTURAL FASTENERS Wind Speed: paf 90.0 described in IM annllcaala Pur[ne9e Waer and shell Teton West Construction Inc. 08/03/10 MAY BE REDUIRED AT S1 GAGE GIFTS, NESTED GIFTS. GIRT LAP mph not be aoa'r lea. r o"T...a or used for any otn., Xlth.ut CUSTOMER LOCATIONS, AND/OF SECONDARY STRUCTURAL BEAMS Wind Ex Cat.: p' B o°ribose prior written Anorovat ar vP Bulld'^gs. Dirk Parkinson T1Re Ground Snow: 38,9 paf 13:40 ROOF Snow: 35.0 paf The .l coetrac aacc rate ter "} aaoan� l�� accurate goad } xorama �^ LCC>iIBN Rexburg, ID Snow Ex Cat.: P 2 d in ° ° a n^ t^'•ct } �Kq "1°�n ce ' n to 4i i `c' r! ian OPAX/CHECK VP BUILDING$ Seismic Zone: 3 4 b e s %af 0 al}" 4gf} ae}e �u(�aa�n°�e �� ati prtot}'s 9091 Parkinson Hanger RP VARCO-PRUDEN Building Use Cat.: 4 m e l naauatry 5to a rtaoe}� to °ieinar'�01e^aesngs Otnq �ne gt se WILOINO PASS/ Auxiliar LOdde NONE of SCALE NTS 60x60x18 RP ----------------- SHEETING _______-____ This graming is sealed only as to the Building Code: 97UBC Live Ld(W/Trib Red) 20.0 psf Coll. Ind (gravity) : 0.0 psf Coll. Ld (uplift) : 0.0 psf Wind Speed: 90.0 mph Wind Ex Cat.: B S Ground Snow: 35.9 pet Roof Snow: 35.0 pat Snow Exp. Cat.: 2 Seismic Zone: 3 Building Use Cat.: 4 component. ru,GLm.o by VP Wildings This Drawing. IACluddn the information hereon, remains the Property of VP Buildings. le is Provided for Erecting end suilaing described in the r Erect Ing IVrchase order and shall net be modifies. reproduced or .Send for any other purpose Without prior Wri« its APProyal or VP suuannga. The D ni gontrac oer anaio� Erector qp}i} oon.fe) or .rete. good uiJA}X9q Wca"}urn r" *tt,n"" 0'e't i r }u1cea rola Drewm i e y] c e}A ZP ygmI In c - n Detai}y Xnd IRS ?aa2,;Iry steno ra� Sri I4 to Wall Liner Sheeting g `7 WIDE s CA00010782-003 CAO JOB s 113 78-03-06 eultoER V DAT46Y OBSC. Teton West Construction, Inc. MARK LENGTH THK COLOR (FINISH) --------------------- TRIM ---------------------- LOCATION Rexbur ID DBAW/cweca PPn.Ecr 4091 Parkinson Range RP P RW26 6'-6 3/4' 26 Regal White (KXU FOO MARK LENGTH COLOR (FINISH) T4 lo IO=Co" REG/iL WN/ZE CKi /L707 7% if of If JTo7 7, 0 h J On: filesry Projky: 32072 Bldg: 1 Plane: 3 ------------------------------------------------------------------------------------------ WALL ELEVATION AT WR [t" 1. Install Sheeting From High PDint (s) to Low Point (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 -DRILLING 1/8' DIAMETER HOLES FOR WALL STRUCTURAL FASTENERS MAY BE REQUIRED AT 11 GAGE GISTS, NESTED GISTS. GIRT LAP LOCATIONS, AND/OR SECONDARY STRUCTURAL BEAMS This graming is sealed only as to the Building Code: 97UBC Live Ld(W/Trib Red) 20.0 psf Coll. Ind (gravity) : 0.0 psf Coll. Ld (uplift) : 0.0 psf Wind Speed: 90.0 mph Wind Ex Cat.: B S Ground Snow: 35.9 pet Roof Snow: 35.0 pat Snow Exp. Cat.: 2 Seismic Zone: 3 Building Use Cat.: 4 component. ru,GLm.o by VP Wildings This Drawing. IACluddn the information hereon, remains the Property of VP Buildings. le is Provided for Erecting end suilaing described in the r Erect Ing IVrchase order and shall net be modifies. reproduced or .Send for any other purpose Without prior Wri« its APProyal or VP suuannga. The D ni gontrac oer anaio� Erector qp}i} oon.fe) or .rete. good uiJA}X9q Wca"}urn r" *tt,n"" 0'e't i r }u1cea rola Drewm i e y] c e}A ZP ygmI In c - n Detai}y Xnd IRS ?aa2,;Iry steno ra� Sri I4 to Wall Liner Sheeting g `7 WIDE s CA00010782-003 CAO JOB s 113 78-03-06 eultoER V DAT46Y OBSC. Teton West Construction, Inc. VP BUILDINGS VARCO-PRUOEN DATE 08/03/10 cusiase Dirk Parkinson TIME 13:35 LOCATION Rexbur ID DBAW/cweca PPn.Ecr 4091 Parkinson Range RP PAW 3 ------- _________SHEETING ________________ - - MARK LENGTH THK -COLOR (FINISH) PRW4 17'-4' 28 ACCtiC White (K7R.) On: filesry ProjkY: 32072 81Dg: 1 Plane: 5 1. Install Sheeting From Right to Left 2. WALL SHEETS ARE AN INTEGRAL PART OF REMOVAL OR ALTERATION WITHOUT PRIRUCT OR THE THE STSTIZAT 3. SEE JOB DETAILS FOR SHEETING AND TRIM FASTENER 2. PPE -GRILLING 1/B" DIAMETER HOLES FOR WALL STRUT MAY BE REGUIREO AT 11 GAGE GIRTS. NESTED GIRTS, LOCATIONS. ANO/OR SECONDARY STRUCTURAL BEAMS .----I----1----t----I----1----f----I--------I-----I---- a - - - - --I - - -- --------I----I---- L - - --I - - - - I WALL ELEVATION AT WB Live Ld(W/Trib Red) 20.0 pef Coll. Ld (gravity): 0.0 pef Coll. Ld (uplift): 0.0 paf Wind Speed: 90.0 mph Wind Exp. Cat.: B Ground Snow: 38.9 pBf Roof Snow: 35.0 paf Snow Exp. Cat.: 2 Seismic Zone: 3 Building Use Cat.: 4 Auxiliary Loads NONE Lne mralw l,m nmaon. VR eNllaing,. Wall Sheet Ing the 111::Ing 41! NrCnl,! C a!r a. re..... tea EY OAT BY DEsc. BUILDER Teton West CUSTOMER Dirk 'Eosengftn,ut pm gr ulldiiinsee. Id/o,Erlceor LOCATION ggaa r!'Y ems .5In t01! e9°s r(cf�on°S�to,4's n9 ine Orrn�it fa Rex %pJECi 4091 Park SCALE NTS BUILOIPG go, Sg%( NUt f S i CSA � N Al9T f OF \OO r�o•o0 MINE i JOB I CA00010782-003 CAO(11378-01-C DATE 08/03/10 TIME 13:42 VP BUILDINGS "'AE'w VARCO—PRU DEN RAGE / ----------------- ------ SHEETING — --- 1 MARK LENGTH THK COLOR (FINISH) PAW26 6'-G 3/4' 26 Regal White (C%U C '_-------------- TRIM ---------------------- FOO MARK LENGTH COLOR (FINISH) L7,4 /O IO '- Zi ° ILEGAG GV11H7e CK XL) JT07 7f—If," tf Q FS Y ———---------------—------------------------------------' I WALL ELEVATION AT WB � 89, — On: filesry PrDk ] Y: 32072 Bltlg: f Plane: 5 r!y' L4° •1� 1. Install Sheeting From Right t0 Left This Drawing p b sealed only as to Me (:Deponents furnished by vP Buf lain9s 2. WALL SHEETS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM, REMOVAL OR ALTERATION WITHOUT PRIOR Building Code: Live Ld(W/Trib Red) 97UBC 20.0 psf rots Ma.f np, fneludfn en° information nerepn. ..eine one Wall Liner Sheeting "TE 'a"3'78 AUTHORIZATION IS PROHIBITED. 3. SEE JOB DETAILS FOR SHEETING AND TRIM FASTENER Coll. Ld (gravity) : 0.0 psf property o� w euf ]dings. CA00010782-003 CAO 11378 -01 -OE 11 SPECIFICATION. 2. PREDRILLING 1/8' DIAMETER HOLES FOR WALL Coll. Ld (uplift) : 0.0 psf It Is ProYfd.d ,or Erecefnq tna e,f 1pfng Y DAr BY best. BUILGEP OATE STRUCTURAL FASTENERS MAY BE REGUIRED AT fi GAGE GIRTS. NESTED GIRTS. Wind Speed: 90.0 mph described In the apoll'..l' „urcneII urger d Shall t be eaefffen. reprouuc.d Teton West CORStruCt lOn Int. 08�03�30 GIRT LAP LOCATIONS. AND/OR SECONDARY STRUCTURAL BEAMS Wind Exp. Cat.: B or used far ay in., Purpose .ith.ut pox eustwen Ground Snow: 38.9 psf Writes Approval of yp Bull a fags. Dirk Parkinson rlsE Roof Snow: 35.0 of P The oins "� son[r.e r and/or Erector LDesnbs 13:32 Snow Exp. Cat.: 2 �a q pons b(°a ", )e, goad ]0! t )X wp....a ns €,� his ' " cork :iia Rexburg, ID CAA /CHECK Seismic Zone: 3 ° m' tRf: y d e RR R1c0,ceg ems o,enm ui yy1 °bR. RP Auupfa �raP j, IG rmD,�ecr 4091 Parkinson Han RP VP BUILDINGS Building Use Cat.: Aupciliary Loads 4 NONE BFk aa4ia �ecV}^n 9R�juadionq ikg° oRReRe00uv Rema .!. SULE vm,. ewlbtrw er VARCO—PgVDEN PAaAF E _________________ SHEETING _______ _.- MARK LENGTH THK COLOR (FINISH) PRW4 17'-4' 26 Arctic White (KXL) i i f T I i i I 11 1 I .i I LI _I ice' On: filesry Prolky: 32072 BlOg: i Plane: 4 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 -GRILLING 1/6" DIAMETER HOLES FOR WALL STRUCTURAL FASTENERS MAY BE REQUIRED AT 11 GAGE GIRTS, NESTED GIRTS. GIRT LAP LOCATIONS. ANO/OR SECONDARY STRUCTURAL BEAMS WALL ELEVATION AT WF This orae,nq Is seated drily as tv the components furnunea ey p Buuamgs Building Cade: 97UBC This Drawing. Including the i°formatio° hereon. Live Ld(W/Trib Red) 20.0 psf remains the Property of w Bulla Nqs. Coll. Ld (gravity). 0.0 paf It �s pro. mea fpr Erecunq me ep uding Coll. Ed (uplift) : 0.0 Pat descrtped m the epol name zchase order Wind Speed: 90.0 mph and shall nut de m coned. reproaucea Wind Exp. Cat.: B or usealcten aofor any otodwal of hP e er purposwrtno it Prior xr rveuf ldt��s. Ground Snow: 38.9 paf Theo ai Ciii c ndao� Ea°ct°r Roof Snow: 35.0 psf fs }% dfe It' ur te. good Snow Exp. Cat.: 2 'LM4 ty Z �km°ansni9 ine erecting :s ilGiK9 form n wean t11is Seismic Zone: 7 bhp iia �e'encea . Is Drawm �i yy1 ` 4 ro §uila.n s �� Tion Detail's Building Use Cat.: 4 a eiT )°mushy atanaarfil? arta""ht" Auxiliary Loads NONE poi°temporary 1Oo Icing luaang ine Et se Wall Sheeting DEst. BUILOEB mee�„ [user r......� I QUOTE a ..VB e CA00010782-003 CAO 11378-01-( 01TE 08/03/10 TIME 13:41 VP BUILDINGS DPax/cHEc� VARCO—PRUOEN PacE rJ' _________________ SHEETING ________________ MARK LENGTH THK COLOR (FINISH) PRW26 6'-6 3/4' 26 Regal White (K%L) --------------------- TRIM -------- FO/ MARK LENGTH COLOR (FINISH) /-r4/U /O =li eEGhG wi4(-rE CK>eL.) JTo7 7L&" „ „ e, T Q r_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I I 'f I 66) LT.4l o v P On: f ilesry PrOl32072 Bltlg: 1 Plane: 4 i 1 o °°�� i This [thawing is Sealed only as to me Comdonants Furnished by VP Buildings w vI Building Code: Live Ld (w/Trib Red) 97UBC 20.0 rms [thin. mg, including the information hereon. Wall Liner Sheeting rgwre a dm a REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS � psf m re ams me ordoerty or VP Boadmgs. CA00010782-003 CAO 11378 -01 -OE ICATIOI. 3. SEE JOB DETAILS FOR SHEETING AND TRIM FASTENER SPECIFICATION. Coll. Ld (gravity): 0.0 psE u rz Praot^ed ror erecting the Building PR 2c [t.trE 2. PRE -OR ILLING 1/D" DIAMETER HOLES FOR HALL STRUCTURAL FASTENERS Coll. Ld p (uplift) : Wind Speed: 0.0 P sE descrmad the agm name Th, 'res a-aer am Q0^Ir nEsc. Teton West Construction, Inc. 08/03/10 MAY BE REQUIRED AT 11 GAGE GIRTS, NESTED GIRTS, GIRT LAP 90.0 REQ (20) CUSrOMEF r� LOCATIONS. ANO/OR SECONDARY STRUCTURAL BEAMS 0 B °mar oaroose moat rdedr Wrt¢en addroval of vP Buildings. Dirk Parkinson TINE Ground Snow: S 38.9 psf The 13:34 Roof Snow: 35.0 psf neral General zontrac o ndadr Erector ere soca*Fun Rexburg,ID Snow exp. Cat.: 2 °Io�Xg i nr°m'u9oo0 WALL ELEVATION AT WF T v P On: f ilesry PrOl32072 Bltlg: 1 Plane: 4 1 o °°�� 1. Instal] ting F: Sheeting From Right to Left This [thawing is Sealed only as to me Comdonants Furnished by VP Buildings 2. WALL SHEETS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM. Building Code: Live Ld (w/Trib Red) 97UBC 20.0 rms [thin. mg, including the information hereon. Wall Liner Sheeting rgwre a dm a REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS psf m re ams me ordoerty or VP Boadmgs. CA00010782-003 CAO 11378 -01 -OE ICATIOI. 3. SEE JOB DETAILS FOR SHEETING AND TRIM FASTENER SPECIFICATION. Coll. Ld (gravity): 0.0 psE u rz Praot^ed ror erecting the Building BUILDER [t.trE 2. PRE -OR ILLING 1/D" DIAMETER HOLES FOR HALL STRUCTURAL FASTENERS Coll. Ld p (uplift) : Wind Speed: 0.0 P sE descrmad the agm name Th, 'res a-aer am REI DATE181 nEsc. Teton West Construction, Inc. 08/03/10 MAY BE REQUIRED AT 11 GAGE GIRTS, NESTED GIRTS, GIRT LAP 90.0 mph snail not he modsrfed. reProeucad nr used ror any CUSrOMEF LOCATIONS. ANO/OR SECONDARY STRUCTURAL BEAMS Wind Ex Cat.: B °mar oaroose moat rdedr Wrt¢en addroval of vP Buildings. Dirk Parkinson TINE Ground Snow: S 38.9 psf The 13:34 Roof Snow: 35.0 psf neral General zontrac o ndadr Erector ere soca*Fun Rexburg,ID Snow exp. Cat.: 2 °Io�Xg i nr°m'u9oo0 VP BUILDINGS oeawicrvecK Seismic Zone: 3 Qoaon�or u'hen`c'in �Xlnts wa.en i) 97 ,e vP § Idtn a �r amn Deco PaodEcr 4091 Parkinson Hanger RF Building Use Cat.: n..... T.��.. .,.-a.. 4 vnv.. ti's ono $i5 Inaeustry SXendar°$ riamtnU m P{deer ereattPn, laden°?ne Correct se trot ____ BVIlO1NG vwrsco—PRUDEN par,E �%� FRAME P.AFTER WY BE SRANRR OR TAPERED HAYS -- NM' OIM'S SHOWN NOTE: FIELD WT ROD A)/B' ROOF ARE STANDARD BUT STTICH FSNR (576••) HEX NUT MAY VARY. HOLES IN INSET GIFTS AT INTERFERENCE COLUMN DEPTH IBR LOC mw (_EE ROD R00__) STRUT BRACE (SBRIO o 6' S. j VEB VEBe SUCH AS HVAC, UNITING. DING'S LATERAL PPE SUPPORTS ETC. MUST BE LITERALLY BRACED TO THE RESISTINGMEMS (PURUN W FRAM— RAFTER CONNECTION a Q Q � Q IN M ar ANR AS MUCH pD W AT CENTERLINE OF PURUN OR HOER FEW GRILL HOLES -CORTIN .r. • SECTION Al SOCTS ARD CONNECTION .r. .. BR MYOE BIAR aNfN (BW-) BRINGSAVf RE0.1RE9. ROOF 8005 AT RIDGE1 AND MUST RESIST LATERAL LOADS EQUAL TO THE HEIGHT OF THE SUSPENDED UNIT OR AS REWIRED BY CODE, WROIEVER IS LESS, BR02B1 ROOF ROD BRACING SPLIT 5000 3 PLATE OR GAGE Ixm NLNNn NOTE: WHEN W. ANGLE SOTS IN ALAGENT WRUNS 00 HOT µ101L FICUS SENO A W. ROOF ARGUE TAB AW16MATABI TB pueu. W/ A OLEIN 1/a -ICH JET 1/4' S/MUC1 FSNN (SSR)) SLG ANGLE (SA-) SAG ANGLE - PURUN SPACE . 1 7/e' E%: 5'-0' PURUN SPACE - SA5017 SAG ANGLE INSTALLATION BEND TAB MT INSERT SAG ANGLE TAB INTO PUR AND BEND TAB MT. SAG ANGLE LOCATED AT CENTERUNE OF BAYS THAN 16' UNLESS NOTED ON ERE DRAWINGS I FRAMES OR SUPPORT BEAMS 3' MAX. GAGE (MIN. H' A3E17 BOLTS O V' MIN. PITCH) 4 \1 JPS, PLATES OR BOLTS ...E NOT BY VARGO-PquDEN CONTRACTOR'S NOTE: FIELD GRILL OR FIELD VIEW SUSPENSION ANGLES OR PLATES, ALLOWABLE LOAD 1 KIP PER PAIR OF BOLTS = 1.4 KIPS PER INCH OF WELD WTHOUT INSPECTION = 2.6 KIPS PER INCH OF WELD WITH INSPECTION AGO PAIRS OF BOLTS OR INCHES OF WELD TO RESIST DESIRED CONCENTRATED LOAD. LOADS LESS TITAN 500 LBS MAY BE SUSPENDED USING CLAMPS. (1 H' FROM EDGE OF FLANGE). CONCENTRATED LOADS SHALL NOT EXCEED USER DEFINED COLLATERAL LOADING INDICATED OH THE PURCHASE ORDER AND IN VP CALCIJI WALL ROB 20D BRACING AT COLUMN BASE BR02A1 S -PLATE OR GAGE .m.m AIII HAUNCH 1 WALL ROO HILLS FLAT HEX N M'x_A307 ears TYPICAL U.N., WALL SECONDARY MEMBER — NO1D WIBSNNW n' 61A ASIS 10.H N MBI n Aln AT EACH BY n rwa BEACH WOL (CHB-) IR.ARS AR REBW® A307 BOLTS Tmm U.N. L_J D U07 L l"12yDFiF�'ty> NOTE: FIELD WT ROD A)/B' ROOF , STTICH FSNR (576••) n-14 A H' ROOF ��il�'�� C HOLES IN INSET GIFTS AT INTERFERENCE COLUMN DEPTH IBR LOC mw BR1 )A1 FOR CONNECTOR FOR OPPOSITE ENO TO PURUN EE�CONNECTION ffE� CO GABLE STOUT STRUT BRACE (SBRIO COL.MN DACE LOCATION 1 SP NOM "SoIurE w DA ARS SUITS SUCH AS HVAC, UNITING. DING'S LATERAL PPE SUPPORTS ETC. MUST BE LITERALLY BRACED TO THE RESISTINGMEMS (PURUN WITH RODS _ CONNECTION e M' R. rwuEPTH - IN M ar ANR AS MUCH pD BRACING SMU 5 OCL PRIMIARY FRAMES) AS EWIRED BY FOR SEISMIC LOADS. IMAGING MUST E PROVIDED AND INSTALLED BY CONTRACTOR AT CENTERLINE OF PURUN OR HOER FEW GRILL HOLES -CORTIN .r. • PURUN CONNECTOR SOCTS ARD CONNECTION .r. .. BR MYOE BIAR aNfN (BW-) BRINGSAVf RE0.1RE9. ROD BRACING AND MUST RESIST LATERAL LOADS EQUAL TO THE HEIGHT OF THE SUSPENDED UNIT OR AS REWIRED BY CODE, WROIEVER IS LESS, BR02B1 WALL FLANGE BRACING SPLIT BRO7A1 WALL FLANGE BRACING EAVE STRUT ASSEMBLY BR07A4 AT SIDEWALL COLUMNOUTSET Nmin w.lAro PURUN SUSPENDED LOADS SIDEWALL COL (CONTINUOUS h SIMPLE) ____ _____ ___ ____ OUTSET S.W. AT FULL FRM E.W. CORNER COL STRUT TO CONNECTOR run AMro AH(AE CLIP, BOTS UxISiRUTS ROD HANGER AND CLAMPS NOT BY VARCO-PRUOEN. WnNUm MwAPro AGE Y)B' SPW3M M PURLINS - 100 L8. LOADS OR GREATER ..ROM Fwhin sm..W .wnlro IoT l"12yDFiF�'ty> 1�•{" D• 1 0 A)/B' ROOF , STTICH FSNR (576••) n-14 A H' ROOF ��il�'�� C BEE STRUT CONNECTION NOPE: DO NOT ATTACH ROOF PANEL (OR PANEL CUPS) TO STRUT PUflUN. BR1 )A1 FOR CONNECTOR FOR OPPOSITE ENO TO PURUN EE�CONNECTION ffE� CO GABLE STOUT STRUT BRACE (SBRIO DIM. A SEE E 10 pWGS RECOMMENDED DUE TO THE SUCH AS HVAC, UNITING. DING'S LATERAL PPE SUPPORTS ETC. MUST BE LITERALLY BRACED TO THE RESISTINGMEMS (PURUN ABSENCE OF THE PURUN SELF DRILLING FASTENER OR BOCT CONNECTION e M' CABLE SHUT TO 1/2' A 1 1/2' M07 SEE R51tA FOR DOVE PURLIN BRACING SMU 5 OCL PRIMIARY FRAMES) AS EWIRED BY FOR SEISMIC LOADS. IMAGING MUST E PROVIDED AND INSTALLED BY CONTRACTOR AT CENTERLINE OF PURUN OR HOER FEW GRILL HOLES PURUN CONNECTOR SOCTS ARD CONNECTION DRAWINGS M�It AND MUST RESIST LATERAL LOADS EQUAL TO THE HEIGHT OF THE SUSPENDED UNIT OR AS REWIRED BY CODE, WROIEVER IS LESS, GABLE STRUT CONNECTOR TO PURLINS (TYPICAL. U.N)rs SPLIT INTO HANGER OE UNISTRUT AS NEEDED. EAVE STRUT ASSEMBLY ATTACH. PURUN SUSPENDED LOADS EN10A1 ____ _____ ___ ____ TWITCH` STRUT TO CONNECTOR run AMro AH(AE CLIP, BOTS UxISiRUTS ROD HANGER AND CLAMPS NOT BY VARCO-PRUOEN. AGE Y)B' SPW3M M PURLINS - 100 L8. LOADS OR GREATER ..ROM Fwhin IoT DO'h OEPM I I PURLIN PO PURUN — ATTACH EACH ENO OF ;•GFOi('LII SMUT :SBR-) AJ25 BOLTS ({90B0) A107 OOlrs j PER CUP I_I/, 16sRlszs F'S'iY FRE SPRINKLER HANGER SYSTEM MUST BE CAPABLE OF RESISTING 250 LBS PLUS ;i• CABLE �I(L� % WENT OR SUF WATER FILLED PIPE PER CODE SP WELEO CLIP AT LOADS NT01TIN5 ° ES' 105OTHOTHE MUST BESLOBED DED SMIWRDED I G. �C�'� NDEND A OR LESS DETAIL DO NOT CLAMP TO BOTTOM RANGES. /'' 1]A FOR 3' 1�•{" D• 1 0 A)/B' ROOF , STTICH FSNR (576••) n-14 A H' ROOF ��il�'�� CONTRACTOR'S NOTE: ANY LOADS OVER 400 LBS. APPUED TO VP MEMBERS BEE STRUT CONNECTION WHEN NON BR1 )A1 FOR CONNECTOR FOR OPPOSITE ENO TO PURUN EE�CONNECTION ffE� CO GABLE STOUT STRUT BRACE (SBRIO RAFTER GE TOP FUWLE RECOMMENDED DUE TO THE SUCH AS HVAC, UNITING. DING'S LATERAL PPE SUPPORTS ETC. MUST BE LITERALLY BRACED TO THE RESISTINGMEMS (PURUN ABSENCE OF THE PURUN 12-14 A I H' ROOF W" CONNECTION LOCATE PER SECTION 3 PER FOOT BRACING SMU 5 OCL PRIMIARY FRAMES) AS EWIRED BY FOR SEISMIC LOADS. IMAGING MUST E PROVIDED AND INSTALLED BY CONTRACTOR GABLE STRUT CONNECTION BR17A1 SH."y� 2N GABLE STRUT CONNECTION DRAWINGS 2 PER SPACING AND MUST RESIST LATERAL LOADS EQUAL TO THE HEIGHT OF THE SUSPENDED UNIT OR AS REWIRED BY CODE, WROIEVER IS LESS, GABLE STRUT CONNECTOR TO PURLINS STRUCT FSNR (574••) BR17A2 EAVE STRUT ASSEMBLY ATTACH. 8R78At SUSPENDED LOADS EN10A1 an..In mro STRUT TO CONNECTOR run AMro 6.5" OR 8.5" PURLINS . eI/M/w M PURLINS - 100 L8. LOADS OR GREATER ..ROM Fwhin YI MAY BE STRAIGHT - OR TAPERED MEMBER MT SHIM AS; - REWIRED BETWEEN BOLTS SNIM2 TYPICAL AT ANY BOLTED AS FULL PEN WELL) SPLICE OR CANOPY CONNECTIONS 3/16' A 1/4' TAPE NA511C ®� CONT. (60390) COUPLING NUT SPUCE "SHOP SPLICE DETAILS' w PA.w aN wnw w1AHo) ROD PAD$(11 END /////'''--..Pn Iu e. A. GAUT •^yR;yyE „R = PURUN SWING EDGES W-14 . %' ROOF INTERMEDIATE PURLIN �PaR EAP Iw N. Rola¢ Ac a.�wm An1°WSTITCH FSNR (576..) nwwryR r.o 8. O.C. FOR FIRST F.o 101-0' UPSLOPE ® ® t2 -u % 1 1/C ROOF RCOaBI AT SIDELAP STRUCi FSNR (574••) SEE FOR STD PATTERN NOTE FIELD CUT SHIMS TO ° rb. ° 12-14 • 1 N' ROOF DESIRED DIMENSIONS TO - C04B S1RUCi FSNR (S7b.) ACHIEVE DESIRED RESULTS RW LENGTH ROD LENGTH EE FOR UL90 PATTERN 3 PER FOOT swu5 ARE MADE w P°" O DWCFAW cMwol IAS AMAN M _ _ oAx.asT ® BUILDING SAVE FROM .059' MATERIAL. THREAD BOTH ENDS ROD PAD BOTH ENDS C04B2 PANEL SIELAP WW TURNBUCKLE SEE = FOR 251 LL PATTERN N OA1 ROD BRACE ASSEMBLY DRAWING FEN -30A-11 PANEL RIB ROOF RC03B1 FASTENER PATTERNS In PANEL SIDICE nnWnr ICE DAMMING THIS AWNING. IACLUOING THE INFORMATION HEREON. REMAINS THE PROPERTY OF VR BUILOINGS. II.C. 17 IS PROVIDED FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PIRCII.E ORDER AND SMALL NOT BE MOOIFIED. REPRWIICED. OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF P BUILDINGS. INE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE. BOND OWLLTY. MONIAANSHIP IN ERECTING 1x15 BVILDIxG 1N COFBUTANCE WITH THIS OR THIS DETAILS REFEIEN[EO IN THIS MIMING. ALL APPLICABLE S,AL'P ERECTION DETAILS ANO ALL INDUSTRY INCNDARDS LLOING THETAINING CON ECTTUSE OFEREER'ON RI gBMCING. ERECTION DETAILS OESC BUILDER Teton MCSt COnSOPUCti00. Inc. CUSTOMER Dirk ParkinSOn LOCATION Rexburg, E0 PRM. NAME 4091 ParklnSOn Hanger RF W.N. NAME 60x60W1S PF VP BUILDINGS MARCO-PRUDEN 1�•{" D• 1 0 A)/B' ROOF , STTICH FSNR (576••) n-14 A H' ROOF ��il�'�� NOTE: NOTE: FSNR (576••) WHEN NON 2 PER 2 PER AT RIB AND NG IS ARE USED. PRE -DRILLING IS PRE -DRILLING 4 PER SIDEUP CLUB RECOMMENDED DUE TO THE ABSENCE OF THE PURUN 12-14 A I H' ROOF W" BEARING LEG. STRUCT FSNR (574••) 3 PER FOOT H-14 A H' ROOF ENDLAP $ RIDGE CAP STITCH FSNR (576••) 1 PER PURUN AND 2 PER SPACING 12-1! a 1 1. ROOF STRUCT FSNR (574••) 1 PER FOOT — /////'''--..Pn Iu e. A. GAUT •^yR;yyE „R = PURUN SWING EDGES W-14 . %' ROOF INTERMEDIATE PURLIN �PaR EAP Iw N. Rola¢ Ac a.�wm An1°WSTITCH FSNR (576..) nwwryR r.o 8. O.C. FOR FIRST F.o 101-0' UPSLOPE ® ® t2 -u % 1 1/C ROOF RCOaBI AT SIDELAP STRUCi FSNR (574••) SEE FOR STD PATTERN NOTE FIELD CUT SHIMS TO ° rb. ° 12-14 • 1 N' ROOF DESIRED DIMENSIONS TO - C04B S1RUCi FSNR (S7b.) ACHIEVE DESIRED RESULTS RW LENGTH ROD LENGTH EE FOR UL90 PATTERN 3 PER FOOT swu5 ARE MADE w P°" O DWCFAW cMwol IAS AMAN M _ _ oAx.asT ® BUILDING SAVE FROM .059' MATERIAL. THREAD BOTH ENDS ROD PAD BOTH ENDS C04B2 PANEL SIELAP WW TURNBUCKLE SEE = FOR 251 LL PATTERN N OA1 ROD BRACE ASSEMBLY DRAWING FEN -30A-11 PANEL RIB ROOF RC03B1 FASTENER PATTERNS In PANEL SIDICE nnWnr ICE DAMMING THIS AWNING. IACLUOING THE INFORMATION HEREON. REMAINS THE PROPERTY OF VR BUILOINGS. II.C. 17 IS PROVIDED FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PIRCII.E ORDER AND SMALL NOT BE MOOIFIED. REPRWIICED. OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF P BUILDINGS. INE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE. BOND OWLLTY. MONIAANSHIP IN ERECTING 1x15 BVILDIxG 1N COFBUTANCE WITH THIS OR THIS DETAILS REFEIEN[EO IN THIS MIMING. ALL APPLICABLE S,AL'P ERECTION DETAILS ANO ALL INDUSTRY INCNDARDS LLOING THETAINING CON ECTTUSE OFEREER'ON RI gBMCING. ERECTION DETAILS OESC BUILDER Teton MCSt COnSOPUCti00. Inc. CUSTOMER Dirk ParkinSOn LOCATION Rexburg, E0 PRM. NAME 4091 ParklnSOn Hanger RF W.N. NAME 60x60W1S PF VP BUILDINGS MARCO-PRUDEN - "MEi ;Asap WALL. PANEL OESGNAFE MR W ROOF I BY PUN. # 1 P. R. BOLTS (49054) /- SAY / PURLIN TMP, AT WALL PANEL UMM Flw.ls - O BOTTOM OF ROOF SHEET M4' • W TAPE MMDC RAKE ANME - ROOF SHEET N-14 BE REQUIRED. BOLTST LOCATIONS CON t. (Som) - R. BY * 8 1/2' CLEARANCE ------------- ON ROOF P ROOF PLAN. O BETWEEN ROOF V-0' \ - AND WALL PANEL W.P. AT OUTSIDE FACE 12-14 x 1 N' Wµ $� r O SDNUCT FSNR (564••) 2 PER FOOT WALL STRUCT PANEL PoB OUTSIDE STANDARD J.V£ 2 / 2 /FOOT CLOSURE (80140) WE AT 9 W-14 x 1 a' STRUCT. _ 12-14 x 1 1/t' WALL S RUCs FSNR (1 PER PURLIN) N-14 • A' WALL 2 PER FWi SDTCH FSNR (565"•) V -O' OO AKE ARGUE `PANEL RIB PANEL RAS (SEE ERECTION DRAWINGS) RNA06) 0 6 N' PURUNS FASCIA RETAINERRNA08 O 8 N' PURUNS _ (RFR1D) 1KA11) 0 11 N' PURLINS PANEL RIB RAKE TRIM (STD. PR ROOF) RC30B1 PANEL RIB WALL THRU 2:12 Acorn R mM w NOW: SUBSTITUTE W MA M25 BOLTS IN AM OF WY AT EACH ENO OF FLUME BRAEE WHEN (SR-) 8`NNQX ARE REQUIRED a'� 0 _ S J2E' .i A i BOLTSI(49050T) J2paE`'0W "U 2 PER ENO OF Cha S PURLIN LAP- S yC I H' • 1 n' AJW BMTS NI M25 BOLTS MAY BE REWIRED. USE A325 ` B BOLTS AT LOCATIONS 1 / It RAKE CHANNEL OR W ROOF I BY PUN. # 1 P. R. BOLTS (49054) /- SAY / PURLIN TMP, AT WALL PANEL N' a 149 A025 BOLTS CONNECTION 4 PER CWNECOW RANCE BRACE O FLANGE BRACE (FB-) OR (SFB-) MIDI RIB WALL 4_2®1 -4 �- I. NOTION DETAIL A -A PALE FASCM TO LAP UNDER MAK GAP MN Y ATTACH (SPC-) TO PNETS)(55265)- METAL PEAK— CAR (SPC-) 3/16' • 1/4' MASTIC (80]90) I PoB CAP ME RB CHIP (RAC-) 3ANEL RIB ROOF RC33B8 PANEL RIB ROOF RC34B1 RAKE FASCIA RC38A2 RAKE FASCIA C38Ca NOTCHED PANEL RIB WALL ."0 SAP ENOLAP EAVE ASSEMBLY METAL PEAK CAP ATTACHMENT (P—RIB ROOF) C3WII1 NMM Mnr IEAVE SSEMB macre PEAK RAKE BEAM C)I�HA MAY BE CAGE y: ¢,�R A OR PLATE Q VA (1) M-14 A I WALL STRUCT (55]07) PER HAUNCH MEMBER LOW "0520501 RAKE BEAM J I NOTE: CLIP CONNECTION MAY BE REWIRED. SEE ERECTION OWCS. Is I) PURLIN N. AT INTERIOR FRAME RS01A2 PURLIN CONN. TO END FRAME RS02A1 RAKE CHANNEL TO PURLIN SM. OR ROOF RS10A1 WELDED LOW EAVE PURLIN INT. FRAME RS11A1 WELDED LOW EAVE PURLIN RS11A2 � " OR 8 Th" CONTINUOUS PURLINS W/O CLIP 6 IV OR 8 1h" CONT. OR SIMPLE W/O CLIP 6 'h". 8 'h' h 11 W PURLINS W/SHEETED ENDWALL 6 Yi" OR 8 'h" PURLINS (O.S. GIRTS) P & 8 END FRAME (6 'h" OR 8 'h" PURLIN) Nn. mmAm a w Ayv, xsmn • w7wM • wMnS f Cfl4T I IBCI, BC2 OR BC3 eq mM •y",M / N-14 x N' WALL SVTW FSNR (565••) 1 PER SUPPOR AND 1 PER GIRT SPACE 2 FSNRS REO'D WHEN SPACE EXCEEDS V -0 - CRIMPED BASE NOTE: A GONG. FSNR. MUST BE LOCATED PANEL R18 WALL LESS THAN 6' FROM EACH END OF THE 12-14 x 1 N' BASE MEMBER. WALL STRUCT FSNR (564"") 2 PER FOOT 12-14 x 1 1/a' II /� SASE AN= BE WALL STRUCT / SHOWN, MAY BE FSNR (lSHT BASE GIRT (BCT, %F A BOJ), 7 PfR MMS OR COXCELLEO RASF FfRel P OF WALL 2 `L( 12-14 x 1 N' 11 WALL STRUCT FSNR ( FOOT CONCRETE FASTENED 2 PER FOOT —� e 24' O.C. (NOT BY V.P.) BASE OF WALL ATTACHMENT WOW PANEL RIB W/ CRIMPED BASE PANEL RIB WALL FASTENER PATTERNS OR MEMBER —12-14 Is 1 N' WALL STRUCT FSNR (584••) 1 PER FOOT AT INT ARTS 'SASE MEMBER SBELAP '925 �¢ 4-10.o I - It RAKE CHANNEL OR ENOWALL 1 P. R. ACE OF /- SAY / PURLIN R. $ WALL PANEL N' a 149 A025 BOLTS CONNECTION 4 PER CWNECOW PURLIN WP - (EPC=) BOLTDED ED RAKE BEAM C)I�HA MAY BE CAGE y: ¢,�R A OR PLATE Q VA (1) M-14 A I WALL STRUCT (55]07) PER HAUNCH MEMBER LOW "0520501 RAKE BEAM J I NOTE: CLIP CONNECTION MAY BE REWIRED. SEE ERECTION OWCS. Is I) PURLIN N. AT INTERIOR FRAME RS01A2 PURLIN CONN. TO END FRAME RS02A1 RAKE CHANNEL TO PURLIN SM. OR ROOF RS10A1 WELDED LOW EAVE PURLIN INT. FRAME RS11A1 WELDED LOW EAVE PURLIN RS11A2 � " OR 8 Th" CONTINUOUS PURLINS W/O CLIP 6 IV OR 8 1h" CONT. OR SIMPLE W/O CLIP 6 'h". 8 'h' h 11 W PURLINS W/SHEETED ENDWALL 6 Yi" OR 8 'h" PURLINS (O.S. GIRTS) P & 8 END FRAME (6 'h" OR 8 'h" PURLIN) Nn. mmAm a w Ayv, xsmn • w7wM • wMnS f Cfl4T I IBCI, BC2 OR BC3 eq mM •y",M / N-14 x N' WALL SVTW FSNR (565••) 1 PER SUPPOR AND 1 PER GIRT SPACE 2 FSNRS REO'D WHEN SPACE EXCEEDS V -0 - CRIMPED BASE NOTE: A GONG. FSNR. MUST BE LOCATED PANEL R18 WALL LESS THAN 6' FROM EACH END OF THE 12-14 x 1 N' BASE MEMBER. WALL STRUCT FSNR (564"") 2 PER FOOT 12-14 x 1 1/a' II /� SASE AN= BE WALL STRUCT / SHOWN, MAY BE FSNR (lSHT BASE GIRT (BCT, %F A BOJ), 7 PfR MMS OR COXCELLEO RASF FfRel P OF WALL 2 `L( 12-14 x 1 N' 11 WALL STRUCT FSNR ( FOOT CONCRETE FASTENED 2 PER FOOT —� e 24' O.C. (NOT BY V.P.) BASE OF WALL ATTACHMENT WOW PANEL RIB W/ CRIMPED BASE PANEL RIB WALL FASTENER PATTERNS OR MEMBER —12-14 Is 1 N' WALL STRUCT FSNR (584••) 1 PER FOOT AT INT ARTS 'SASE MEMBER SBELAP '925 �¢ 4-10.o I - It RAKE CHANNEL OR 1 P. R. ACE OF R. $ WALL PANEL Vi' 1 H' x A30BOLTS. O BOTTOM OF M25 BUTS NAY RAKE ANME - ROOF SHEET N-14 BE REQUIRED. BOLTST LOCATIONS (RKAO6) 0 6 N' PURLINS RFFEfl TO ROW". DETAIFM InIPLEIE (RKA08) 0 8 N' PURLINS •1, DETAIL R. BY * (PKA11) O Il P" PURLINS 1/2' CLEARANCE FSNR ON ROOF P ROOF PLAN. O BETWEEN ROOF V-0' \ - AND WALL PANEL W.P. RAKE BEAM C)I�HA MAY BE CAGE y: ¢,�R A OR PLATE Q VA (1) M-14 A I WALL STRUCT (55]07) PER HAUNCH MEMBER LOW "0520501 RAKE BEAM J I NOTE: CLIP CONNECTION MAY BE REWIRED. SEE ERECTION OWCS. Is I) PURLIN N. AT INTERIOR FRAME RS01A2 PURLIN CONN. TO END FRAME RS02A1 RAKE CHANNEL TO PURLIN SM. OR ROOF RS10A1 WELDED LOW EAVE PURLIN INT. FRAME RS11A1 WELDED LOW EAVE PURLIN RS11A2 � " OR 8 Th" CONTINUOUS PURLINS W/O CLIP 6 IV OR 8 1h" CONT. OR SIMPLE W/O CLIP 6 'h". 8 'h' h 11 W PURLINS W/SHEETED ENDWALL 6 Yi" OR 8 'h" PURLINS (O.S. GIRTS) P & 8 END FRAME (6 'h" OR 8 'h" PURLIN) Nn. mmAm a w Ayv, xsmn • w7wM • wMnS f Cfl4T I IBCI, BC2 OR BC3 eq mM •y",M / N-14 x N' WALL SVTW FSNR (565••) 1 PER SUPPOR AND 1 PER GIRT SPACE 2 FSNRS REO'D WHEN SPACE EXCEEDS V -0 - CRIMPED BASE NOTE: A GONG. FSNR. MUST BE LOCATED PANEL R18 WALL LESS THAN 6' FROM EACH END OF THE 12-14 x 1 N' BASE MEMBER. WALL STRUCT FSNR (564"") 2 PER FOOT 12-14 x 1 1/a' II /� SASE AN= BE WALL STRUCT / SHOWN, MAY BE FSNR (lSHT BASE GIRT (BCT, %F A BOJ), 7 PfR MMS OR COXCELLEO RASF FfRel P OF WALL 2 `L( 12-14 x 1 N' 11 WALL STRUCT FSNR ( FOOT CONCRETE FASTENED 2 PER FOOT —� e 24' O.C. (NOT BY V.P.) BASE OF WALL ATTACHMENT WOW PANEL RIB W/ CRIMPED BASE PANEL RIB WALL FASTENER PATTERNS OR MEMBER —12-14 Is 1 N' WALL STRUCT FSNR (584••) 1 PER FOOT AT INT ARTS 'SASE MEMBER SBELAP '925 �¢ 4-10.o I - PANEL RIB WALL PANEL RIB ENDWALL AT RAKE WC10A1 PANEL RIB WALL AT SAVE WC11A1 OUTSIDE CORNER TRIM (NON DIAPHRAGM) WC2OA1 W/ BLANKET INSULATION STANDARD EWE PURLIN PANEL RIB WALL WTI R m/2NM _ AWU A �./m/r ---- ------ THIS OWING. INCLUDING THE INFORM,IW HEREBN %RAINS THE PROWERTY OF VP WILOIN°B. INC. IT IS PNONIOEO FOR ERECTING THE BUTLOINO DESCRIBED IM THE APPLICABLE PVPCNASE 01 0 SHALL HOT BE NOOIFIEO. REPNDOUMG OR USED FOR AM OTHER PURPOSE WITHOUT PRIOR YRITTEH APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SULEV RESPONSIBLE FOR I=RATE. GWO WALITY. MOAN USTUP IN ERECTING THIS BVILOIIW IN CONFORMANCE WITH THIS DRAWING. DETAILS W` RECTIOWI TAISS RNDIWIL ALL RABLE AL 1.IT AWARDS PERTAINING TO PROPER En TIWL INCLUDING THE CORRECT USE °F TEWOC. BRACING. ERECTION DETAILS OESC BUILDER TBtOn WBSL C01151NCCIOn, IOC. CUSTOMER D1fk PBfk In SOO LOSATION ABKOMF9. IO PAI WANE 4091 PBPk In50R HNngen RF ALSO. MANE 60x60x IB RF Vtl/V OR XH BY VP BUILDINGS `�° BY VARCO-PRUOEN PG /( It RAKE CHANNEL OR 1 P. RARE AN0.E S WILL VMY, SEE RW14 r -TI ACE OF WALL PANEL BOTTOM OF ROOF SHEET N-14 WALL — — — — — 1/2' CLEARANCE FSNR BETWEEN ROOF V-0' AND WALL PANEL W.P. AT OUTSIDE FACE OF PANEL RIB l x 1 N' O WALL STRUCT (584..) STANDARD J.V£ 2 / 2 /FOOT PURLIN WE AT RIB WE Of RIB O 12-14 x 1 1/t' WALL S RUCs FSNR (564"•) 2 PER FWi GU PANEL RIB WALL PANEL `PANEL RIB PANEL RAS (SEE ERECTION DRAWINGS) PANO- PANEL RIB WALL PANEL RIB ENDWALL AT RAKE WC10A1 PANEL RIB WALL AT SAVE WC11A1 OUTSIDE CORNER TRIM (NON DIAPHRAGM) WC2OA1 W/ BLANKET INSULATION STANDARD EWE PURLIN PANEL RIB WALL WTI R m/2NM _ AWU A �./m/r ---- ------ THIS OWING. INCLUDING THE INFORM,IW HEREBN %RAINS THE PROWERTY OF VP WILOIN°B. INC. IT IS PNONIOEO FOR ERECTING THE BUTLOINO DESCRIBED IM THE APPLICABLE PVPCNASE 01 0 SHALL HOT BE NOOIFIEO. REPNDOUMG OR USED FOR AM OTHER PURPOSE WITHOUT PRIOR YRITTEH APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SULEV RESPONSIBLE FOR I=RATE. GWO WALITY. MOAN USTUP IN ERECTING THIS BVILOIIW IN CONFORMANCE WITH THIS DRAWING. DETAILS W` RECTIOWI TAISS RNDIWIL ALL RABLE AL 1.IT AWARDS PERTAINING TO PROPER En TIWL INCLUDING THE CORRECT USE °F TEWOC. BRACING. ERECTION DETAILS OESC BUILDER TBtOn WBSL C01151NCCIOn, IOC. CUSTOMER D1fk PBfk In SOO LOSATION ABKOMF9. IO PAI WANE 4091 PBPk In50R HNngen RF ALSO. MANE 60x60x IB RF Vtl/V OR XH BY VP BUILDINGS `�° BY VARCO-PRUOEN PG /( • - DOOR MSMNO ... I PANEL fie __. LAP RSUUTION 1 ' WNL PANEL 014a EAYE MEMBER - - - x(MOW mS,A,OH Hex, AND ATTACH FAOMC AMO FQO B.,DI ASYENI w4l,D SECTION A -A x 1 1/4' PANEL I" WNL PANEL - WALL STNUCi FSNR ( HEADER 1'-0' D.C.C. TPoY (HTS-) LINER PANEL ATTACHMENT III WC61A9 TRIM AT COLUMN; OUTSET WALL am�YW RgnaM PARTIAL HEIGHT LINER NOTE. FEW NOTCH 6 y FNDWAu, e 12-14 • W,uL STRIMEMBER FSNR (584II ` Q °UST FLANGE 'BOTH EAVEDS Y CRT CUP SEE FRAME ACRGN LAW IrATIA FOR CUP MARK /S BAA MEMBER V' M I' ADO) V' R 1 V' A]0] ears (4906o) 2 PER CUP BOLTS (49054) HOLESMAY BE 2 PER CUP CENTERD ON BOLTED GIRT CUP COLUMN O.C. 6 V'ORa V' ENOWALL 9DEWNy ORT GIRT 'S t ERNE1'-0' MEMBE12-14 @ COER �' y 8 1/2' CRT CUP CABLE DRi CUP (CCC-) ENOEAIL SOLIS (4 54) Q V.-14 • t w' l" NT ;�O FRAME' 2 PER CUP CC64-) • e W DRTS N' X 1 SIMPLE ZEE GIRTS 1i1 A.307LI BOLTS 8 1/2" INSET GIRT AT EW, ANY GIRT AT SW _..� _.. _. _. 1/2' A V X10] (490 BOLTS (49050 ) ABO] BOLTS 2 NOR) 2 PFR CLIP *1/4' • 5 24PER DID A 1A-14 A I I/4 • 6 1/2' Diet/] SIDEWAL GIRT A 1 1/4A� ($ "R 11O.C.DOOR FLASHINGJAVS me (JT-) SUEABDIADER SECTION A -A JAMB TRIM AT OVERHEAD DOOR WC24A1 WALL TRIM AT SEE BASO ERECTION ODE FGRMOOTHWAL AAA RIB WALL DOOR HEAD WC24A2 INSULATION DETAIL WC32A1 .no Y5 °a/'a/" OVERHEAD DOOR OPENING aeMru EAVE AND BASE xev,ye .snN ogro SIOEWASDR ENOWALL COLUMN A-14 R V UNER PANEL MODE CORNER %-14 Y H• XDIB SUBSTITUTE H• PA A25 BQR IN LIEU o"A's' AT EAC, END V FLAW WALE WALL STITCH! FLASHING (ILi-) WNL STITCH WEN CSFB-) BRAQS ARE REWIRED BOLTS FSeei 585•. V -O. 4C ) _ OC(Sa5'•) (49050) 4E�P' CUP INSIDE FACE OF DRTS • N' • 1IMAM: DRY BE (GC4) MAY BE SHOP WEIOEO (CCI) UNER (4905 (4 PANEL V.1NDOE FACEOF DRTS FLANGE _ ...." m... UNER • • u• J ' „6,5 BOLTS LINER PANEL ATTACHMENT III WC61A9 TRIM AT COLUMN; OUTSET WALL am�YW RgnaM PARTIAL HEIGHT LINER NOTE. FEW NOTCH 6 y FNDWAu, e (TRT FLANCE WEN CORNER COLUMN ` Q °UST FLANGE 'BOTH EAVEDS Y CRT CUP SEE FRAME ACRGN swot ..Am FOR CUP MARK /S COLUMN V' M I' ADO) V' R 1 V' A]0] ears (4906o) 2 PER CUP BOLTS (49054) HOLESMAY BE 2 PER CUP CENTERD ON BOLTED GIRT CUP COLUMN 6 V'OR8 W 6 V'ORa V' ENOWALL 9DEWNy ORT GIRT 'S t @ COER �' y 8 1/2' CRT CUP CABLE DRi CUP (CCC-) ENOEAIL SOLIS (4 54) Q V.-14 • t w' l" NT ;�O FRAME' A' M 1 H' (49054) 4 OR COULOMB LINER PANEL ATTACHMENT III WC61A7 LINER PANEL ATTACHMENT WC61A8 PARTIAL HEIGHT LINER e TRIN AT COLUMN; INSET WALL ` Q °UST OFR (NG�J4b vara •wnaro E MI ��CCC FRAME swot ..Am SOMI' ASDJ BOLI (x9050) TTP. U.N. ___ H' x I V' AB0] BOLTS Q (49054) 2 PER CLIP CAt C RAKE GIRTwALL AE. <' BEAM -- J / @ @ FIELD LOCATE AND DRILL (2) Mi DIA HOLES IN DIT CUP (CCB) 1/2' x 1 1/2' A.10] BOLTED GIRT CUP ENO FRAME FOR BOLTS RAKE BEAM MAY BE SHOP SOLIS (49054) WOOED (CC]) 2 PER CUP (GC4) MAY BE SHD WELDED (OCT) 'S t @ J//// ARGUE (CFA-) 8 1/2' I/2' • 11/2' A00 CABLE DRi CUP AT SIDEWALL COLUMN ENOEAIL SOLIS (4 54) (GCit-) O 8 V' GIFTS LINER PANEL GIRT 2 PER CUP CC64-) • e W DRTS N' X 1 SIMPLE ZEE GIRTS 6 'h" & 8 44" OUTSET ZEE GIRTS . R N,wro A.307LI BOLTS 8 1/2" INSET GIRT AT EW, ANY GIRT AT SW _..� _.. _. _. 1/2' A V X10] (490 BOLTS (49050 ) ABO] BOLTS 2 NOR) 2 PFR CLIP 2 PER CUP • 5 24PER DID A 1A-14 A I I/4 • 6 1/2' Diet/] SIDEWAL GIRT .EAR OR (9C3) FEW NOTCH BASE GIRT TO CLEAR COLUMN BASE i e S5,01 y ae 6\ea' ENDWALL � @ e P eea / 6 0µS 6 hyC qR� epS OPA OS'��]S ♦6 e�4 CONCRETE FASTENER 48' O.C. (NOT BY V.P.) GIRT CONN. AT CORNER COLUMN WS1212 BASE GIRT AT COLUMN 27A2IBASE GIRT AT CORNER COLUMN WS27C2 ANY OUTSET GIRT AT EW, ANY OUTSET GIRT AT SW 4", 6 44" AND 8 44" BASE GIRT ao,nDro 4" 6 'A" AND 8 44" BASE GIRT xxx W, THIS ROAMING. INCLUDING THE INFGRVATION HEREON REMAIS THE PROPERTY OF VP SUILGINGS. INC. IT 15 PROVIDED FOR ERECTING THE BUILDING CESCRIBED IN THE APPLICABLE PMPCHASE OWER MHO HOTMO ORUSEDLI. FOR ANYEOTHHEERFIED PURPDSEPNODUMIi1OUT IN XRIITEN AP%pVAL OF VP BUILDINGS IME GENEMAL CONTWCTGR ANO/OR ERECTOR IS SAELY RESFON51&E FGR ACCURATE. GOOD QUALITY, COWFANSHIP IN ERECnAV THIS BUTLGtro IH pONGORMANCE XIT„ THIS ORAMING. DETAILS EIERENCED IN THIS ORAXING. ALL APq ICABLF VP ERECTION DETAILS AND ALL INDUSTRY $IAHGAROB PERTAINING TO PROPER ERECTION INCLI.OIHe THE COFFECT USE OF TEMKFAAl BRACIN, 8925 ERECTION DETAILS DESC BUILDER Teton West Construction, In, [uSioMFA Dirk Parkinson LOCATION Rexburg. IO PNOJ. HANE 4091 Parkinson Hanger RF BLDG, HANE 60x6OxlB RF VP BUILDINGS VARCO-PRUDEN III "II / I%`I e ��li� Q Of FRAME ` Q °UST OFR (NG�J4b A E MI ��CCC FRAME Illfll'IIIIII _1y„ SOMI' ASDJ BOLI (x9050) TTP. U.N. ___ H' x I V' AB0] BOLTS Q (49054) 2 PER CLIP CAt C RAKE GIRTwALL AE. <' BEAM -- J / @ @ BOLTS GIRT FlLLER CORNER POST @ J//// ARGUE (CFA-) INSIDE CORNER FLASHING FW -C62 -A --ll GIRT CONN. AT SIDEWALL COLUMN WS01A2 GABLE GIRT CONN. TO RAKE BEAM WSO02 GIRT CONN. AT CORNER POST WS10E LINER PANEL q wnfM 6 'A" & 8 44" OUTSET m nm SIMPLE ZEE GIRTS 6 'h" & 8 44" OUTSET ZEE GIRTS . R N,wro 8 1/2" INSET GIRT AT EW, ANY GIRT AT SW _..� _.. _. _. .EAR OR (9C3) FEW NOTCH BASE GIRT TO CLEAR COLUMN BASE i e S5,01 y ae 6\ea' ENDWALL � @ e P eea / 6 0µS 6 hyC qR� epS OPA OS'��]S ♦6 e�4 CONCRETE FASTENER 48' O.C. (NOT BY V.P.) GIRT CONN. AT CORNER COLUMN WS1212 BASE GIRT AT COLUMN 27A2IBASE GIRT AT CORNER COLUMN WS27C2 ANY OUTSET GIRT AT EW, ANY OUTSET GIRT AT SW 4", 6 44" AND 8 44" BASE GIRT ao,nDro 4" 6 'A" AND 8 44" BASE GIRT xxx W, THIS ROAMING. INCLUDING THE INFGRVATION HEREON REMAIS THE PROPERTY OF VP SUILGINGS. INC. IT 15 PROVIDED FOR ERECTING THE BUILDING CESCRIBED IN THE APPLICABLE PMPCHASE OWER MHO HOTMO ORUSEDLI. FOR ANYEOTHHEERFIED PURPDSEPNODUMIi1OUT IN XRIITEN AP%pVAL OF VP BUILDINGS IME GENEMAL CONTWCTGR ANO/OR ERECTOR IS SAELY RESFON51&E FGR ACCURATE. GOOD QUALITY, COWFANSHIP IN ERECnAV THIS BUTLGtro IH pONGORMANCE XIT„ THIS ORAMING. DETAILS EIERENCED IN THIS ORAXING. ALL APq ICABLF VP ERECTION DETAILS AND ALL INDUSTRY $IAHGAROB PERTAINING TO PROPER ERECTION INCLI.OIHe THE COFFECT USE OF TEMKFAAl BRACIN, 8925 ERECTION DETAILS DESC BUILDER Teton West Construction, In, [uSioMFA Dirk Parkinson LOCATION Rexburg. IO PNOJ. HANE 4091 Parkinson Hanger RF BLDG, HANE 60x6OxlB RF VP BUILDINGS VARCO-PRUDEN al ♦3/g?L+Tz (3) A3 25 moLTS w/wp 54}Erz S —i ')&- e-) I+GA. FVX-t.t . CP.J.J. n /. •�et.uls 1 ctI 7?-Qx7- �Wr4w n \,J/WA 104}era S N 1C,%rE (I)3/ "� XZ°A3-LS P.,oLT. 11 7« r -( 4 CTAP) a -ror _ j � v ♦♦I r�(,E cora. r1.3.v.P ._ — it: SUpPo2T IZ POSTS 3*1 � w/(2� 21t A325 PooL.�6 W�WAh4i•ETLh wax 3l pooR JAMV>) �rLl ShX-� 4 A L --r. 9E.TA i t_ 4 3`g°5'IFF- @. 15T�2"'zPo6T5 FrtoM JAH� (-55X� Building Code: 97UBC Live Ltl (N (Trap Betll 20.0 psf COLI . Ld (gravf1:1: 0.0 psf Grill. Ltl (Up lit 1C1: 0.0 pSf Mine Speed: 90.0 IRPn Exp. Cat.: B Ground GrOUOtl $n ON: 38.9 psf Spot Snow: 35.0 psf nowSets Exp. Cat.: 2 Seismic zone: 3 Building Use Cat.: NONE AVxllidry LOdOs NONE Mrs Owrxxc. ixaumxc mE ixraRwnon NEREOfI. aEwxs ME PRpPEan aF w Su. wcs R is PRm+aid so ' FOR EREpnxG ME xAUDWG OESGdBEO iN ME x^RIGWU: PORCNASC OROER.0 SNLLL xE" 9E uGdilE-0 9EPROyJCEO pR SEO Fqt MY ME"WRVJSE ,,Gs 9qR IpT. [x wPRw.0 of w aiuxxcs. CA00010782-003 CA "" No' 11378-01-0 IEtOn weal Construction. Inc. VP BUILDINGS VAgCO-PRUOEN a0B/04/00 .STawiR Oirk Park n$on 01: 48 2 ME cENEb C.TOR o �svoxs�eu: FOR KCUMrE: coon `a�uiry nawson�wsr+R "AECnNC MIS 064,. w COxMORww, WIM Mi5 �oxx-xc. onuEs EI,,-ux.O soR+wNc. w .pnxc su w"Gunnixcs EaECnoH ccQE aR+sMMES P[RruxiNG o RYfA oECMx. Eitt MMES COaREU SE CF 2.PO 3UCxG. 14GaA0M Rexburg. I0 PRuicce "(fg1 Parkinson Hanger RF R'z mt 60x(50.18 RF