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SITE PLAN - 01-00042 - Ball Trading Co - Airplane Hangar
E 1/2 1W GIRTS / PURLIN-- 1-;- GIR-141-33 / PURLINS 31/32- — Na TYP. 10 Typ,,� -4 PANEL Rie ROOF &' WALL PANELS (PR) VEE RI L PANELS (VR) -elelolo DRAWINGS DAT �E DESCRIPTION LATEST SIET VOIDS1 ALL PREVIOUS PLAJ —0 is 60 ,T® Suilding: Co0e: 97U1361 Liye Ld (W/Tr ib Red) 20A psf Coll. Ld Coll. Ld (u�plift): o,0 psf Wind spee d- 90 .0 m p m wina, Exp. Cat.: a Ground Snow: 38.9 c5f Roof Snow lsf p Snow Exp. Cat.: Seismic Zonei- 3 Building USe Cat.- 4 Auxiliary Loads NONE 1. MATERIALS STRUCTURAL STEEL PILATE COLD FOR E. LICIT LACE SHAPES BRACE RODS HOT ROLLED MILL SHAPES ROOF AND WALL SHEETS BOLTS GENERAL NuTES ASTM DESIGNATION 2. STRUCTURAL PRIMER SHOP PRIMER PAINT IS A RUST INHIBITFVE PRIMER AND IS VP SUILDINCS COLOR BRONZE. THIS PAINT IS NOT INTENDED FOR LONG TERM EXPOSURE TO THE ELEMENTS. 3. A,325 BOLT TIGHTENING REQUIREM ENT S L- ICSO FA-240 RISC M8 CERTIFIED gre CITY OF LOS ANGELEY'��YPE ,/FAE3RICATOR t9 CITY OF SEATTLE..,,*, 10 T'HtS ORAMNG. INCLUDSZ: TK INFORMATIDN HEREON. REMAJNS THE PRcpE;ry cF vp 13UKZNM IT ',S PRIOVIOED soLV,_y FM ERECTING THE BUILDING DESCRIBED lN TH" APPLCQL-F PURCHASE: ORDER AND SHALL NOT a - E IM REP OR uSF-D FOR ANY OTHER PURPOSE Va��' PRIOR WRTTEN APPFKNAL OF VP BtjqaNM THE CENERAL CONTRACTMR A-40/OR EREC70R IS SOLELY RESPONSIBLE FOR A=RA-tc-. COOD QUALITY WORKYANSHIP tN ERECTING THIS BV&DING :N CONFORMMCE WITH THIS ORAWING, OIETAJ S RUr_qE%jcZD IN rHtS :)RAVONC. ALL APPILICABLE vp 3Uq-.,D*iGS EREC'r#Cm GUiDES AND INDUSTRY STANOMOS PERTAINING TO P . ROP � q ERECTION. iNCLUMINIC T�*E =%dRRECT USE OF TEUPORARY 1' 1 � Finished Fl tion ® 100"-011 (Unless Otherwise Noted) This Drawing ts, Sealed only as to the Components furnished by VP Buildings Building Code: 97UBC Live Ld(W/T.--ib Red) 20.0 ps i This Drawing., including the information hereon, remains tn4property of vP suiiaings. Coll. Ld (gravity): O.o psf Coll. Ld (uplift): 0.0 psf It 15 provided for Erecting the Building described in the appiicaole Purchase Order REV .DATE 13YT OE E. Wind Speed: 90.0 mph and shall not be modified, reproduced nd ; Wi Exp. Cat. B or used for any other purpose without prior Ground Snow: 38.9 psf written Approval of vp Buildings. Rooms Snow: 35.0 psf The General Contractor and/or Erector solely responsible for accurate, good Snow H:xp- Cat. 2 kuusa flity Workmanship in erectingithis I ding n.conformance with t s 6etails ------ Seismic Zone: 3 ,w ing referenced n this Drawin alp 53P�c6b-le VP Buildin s �rection Details Building Use at 4 and a , Ind,1.5try 3 tancaroR oertaining to Auxiliary Loads NONE proper erection. including `he correct jse SCALE of temP.,c,r-2Fj bracing. NTS BUILDER Teton West Con CUSTOMER D i rk P,;z LOCATION Rexbur PROJECT 4091 Parkins (AY31A of Dia.A-36 A. Bolts Plate L=19-i is W=8" Elevation= 100'-0'1 0 a Dia.A-36 A.Bolts Elevation= 1001-0" D7 (4)3/4 If Dia.A-36 A.Balts P'late L=i'-1* W-6- T-318- Elevation= loio*-O' D2 M a CU nj (2)3/4" Dia:.A-36 A.Bolts Plate L=S"' Elevation - 100-0" D8 03/4 Dia.A-36 A.ftlts Plate L=100 Elevation= 101*-0" D3 M FL ru: L clu (2)3/4" Dia.A-36 A.Bolts P'late L= 8w W=G" T=3/8,0 Elevation= 1009-0" D9 - -------------- Dia.A-36 A.Bolts Plate L=10" Elevations ii' -0- D4 2 1/2" PROJECTION (U.0,N) BOTTOM OF COLUMN ASE PLATE EE,. 0- > M ii TYPICAL ANCHOR BOLT PROJECTION This Drawing is, Sealed only. as to the C,omponents furnished by VP Buildings Building Code 97UBC Live d (W/Trib, Red) 20.0 Psf This Draping. including the information hereon, remains the Coll. Ld (gravity): 0,0 psf property of VP Buildings. Coll. Ld (up 1 i Fit) 0.0 psf it is provided for Erecting the Building REVID Wind Speed: 0.0 mph described in the applicable Purchase Order and �shall not be modified, reproduced Wind Expi - Cat.: or uted for any other purpose without prior Ground Snow: 38.9 Psf Written Approval of VP Buildings. Roof Snow: 35.0 psf The ever al' Contractor and/or Erector solely- responsible for accurate, good Snow Exp . Cat.: 1 2: af1ty Workmanship 1-n erectingthis us Id,ing n conformance with t s 6 8raw;p1jC:,?4 Seism c Zone: 3 t eta* referenced in this Orawiin all V,P But loan2s Erection Sui lcj,�ng Use Cat 4 and n;dustry Standard ertaining to Ne Auxiliary Loads NONE Pro?ler eilection. including correct use SCALE of i0mocrary bracing. (2)3/4" Dia.A-36 A.Solts Plate Elevation= 10lb-0- D5 VARIES (4)3/4 Oia:.A-36 A.Bolts Plate L=I'-I" W=8" T=3/8" Elevation= WO'-O"; D6 TE 1/2" 1511A�AETER CO RE i ANCHORS (NOT B VP) ----T E. I 3"' TYPICAL COLUMN BASE PLATE DETAIL ZMA-m- WAW I Code: Live Ld(W/Trib Red) 20.0 Th i 8 Orawing, including tne information rtereon. tne of vP Builaing;s. Rooif Primary GUOTE Coll. Ld (gravity): psf 0.0 psf Property CA00010782 -0,0i3 CA0_ C-011. Ld (Upliftl 0.0 psf It is provided for Erecting the Building Klescrlbed in: the applicanle Purchase Or d r BUILDER Teton West Construction, Inc. DATE 08/03/10 Wind Speed: Wind Fxp; goo mph ;andshall not be modified. reproduced ,or bsed fop any other purpose without pr 1 or written Ap:provaj of vp Juiiciings, CUSTGMER Dirk Parkinson L ASCII • Ground Snow: 38 9 Psf Vhe�General IOCATION Roof Snow Snow Exp - Cat 35.0 psf 2 Contractor anvor Erector 5 sole14 responsible for accurate, gowt 6uplity orkmanSihip in erectino.this in cfrmance oith tnii 1 101ing on o Rexburg, ID DRAW/CHECw SeismicZone: 3 Bruarin t ii Is; referenc 0 in is Ora,ui fall ebL!g VP Build,ne; rect icnbeta"?k 9 4091 P arkinson Hanaer RF Buildina Use Cat. Auxiliazry Loads NONE and Inoustry Standards Fertaining tDr 1pro er erection. inciuctin.5 �;he correct use Of emcorary bracing. LE NTS a t -2 i Lr, L TE7 V /'700/Z 7' Ajo, pEAjo7E �n.� ,P�4 C � � C� �r� 2 D.� �� ri✓e� ��i"ic� ou � 7`0 Elevation at�Frame Line 1 TbiS Drawing is Sealect only as to the Components furnished by Vp Buildings Building Code: 97LMC Live Ld (W/Trib Red) C011 20.0 psf This Drawing. including to information hereon, remains the property at VP Buildings. Frame Elevat * ion QUOTE Ld (gravity). Coll lid (uplift) 0.opsf 0.o psf It is provide! tar Erect*.ng the BuIldi ng BUIL - DEA CA00010782-003 CAO(111 Wind Soeed 90.0 mph described in the app licanle purchase order and shall not be modifie(L reproduced �V TDA TES Y DESC. Teton West Construct ion, Inc. Wind E;cp . Cat Ground Snow: B 38.9 psi f r used for any other ouraose without prior I OWritten Approval of VP Buildings. iCUSTOMER Dirk Parkinson TIM Roof Snow: 35.0 ps f The GIneral Contrac or and/or Erector I I f gorresoonsio e or accurate, good !;LOCATION VVP Snow Exp. Cat. Seismic Zone: 2 aj!t� kmansnio in ereclino,tmis i ding 6n conformqnce with, tMis �rul W R exburg, ID I ORAI Building Use Cat.: 3 4 In etails relerencea A this Ors win 11caole VP sullclin I irection Oew M tanoar'a tai industry S 11 Dertaining to PROJECT 4091 RAE tjnSan Han2er RF BUILDINGS VP BUILDINGS Au,xil4a-Y Loads NONE pro erection. �nciuojnq ne er corredt use of emoorary oracing, SCALE NT BUILDING S 6QX60x18 RF VARCO—PRUDEN 'PAG1 Mill! A nor 0 0 in ~~ _________________ � ---o------------------------------ this Draming jS Sealed only as to the Components furnished by VP BuilclingS Building Code: 97UBC 1-.12 20.0 psf Iz property of VP Buildings. STARVENO LENGTH desOibed Wind Speed: rq in the appi !cab-le Purchase Order and shall not oe modified, reproduced Wind ExD. Cat.: B rq Written Approval of VP Buildings. Roof Snow: � rq 04 114 Building Use Cat.: 4 34 — lnaustrY pertaining to over erection. including the correct use �-T— F =- nor 0 0 in ~~ _________________ � ---o------------------------------ this Draming jS Sealed only as to the Components furnished by VP BuilclingS Building Code: 97UBC 1-.12 20.0 psf Iz property of VP Buildings. I desOibed Wind Speed: rq in the appi !cab-le Purchase Order and shall not oe modified, reproduced Wind ExD. Cat.: B rq Written Approval of VP Buildings. Roof Snow: � rq 04 uilding conformance with tnis Building Use Cat.: 4 all 4'j?l�'Clole VP Bullclings trec�ion Deta1h ancl a ! Standards — lnaustrY pertaining to over erection. including the correct use �-T— F nor 0 0 in ~~ _________________ � ---o------------------------------ this Draming jS Sealed only as to the Components furnished by VP BuilclingS Building Code: 97UBC Live Ld(W/Trib Red), 20.0 psf rawing. including the information hereon. rem!a ins the property of VP Buildings. desOibed Wind Speed: 90.0 mph in the appi !cab-le Purchase Order and shall not oe modified, reproduced Wind ExD. Cat.: B or uted for any other purpose without prior Written Approval of VP Buildings. Roof Snow: 35.0 psf The General Contractor and/or Erector uilding conformance with tnis Building Use Cat.: 4 all 4'j?l�'Clole VP Bullclings trec�ion Deta1h ancl a ! Standards lnaustrY pertaining to over erection. including the correct use (2)oB3o6m � = � � , t s i PRIMARY FRAMING SIZE, CHART A325 SOLT CONNECTION Diameter ' Clearance : R ® g .. ;., START/END LENGTH 1 16 3/4 2 Vertical Clearance Under - - ,. ...' ... . i Imo, Wiwi -,.. w.... , 4 _ _ RBX2 . x 5.0 .164 Elevation 0" (Unless Otherwise Noted) - _ g k._ ® d 120/31.9 o i E T TYPICAL FLANGE BRACE CONNECTIONS GWRIM111 PLIMILM UP 919111% =19" MR Am Sam RNA me am $111um i o-. r w Ln 3 Cq T .' m i! () FB3 0 ! i ® ! ® % Ln ! c � ! 35004 i FB3004 ! ! � ! 4 x ! ! ! . i i t i@ I �W 8 1 II Fp 1 / f Of / - 99/16n 16 3 7/1611 Elevation Line 3 _ SEE A325 BOLT CONNECTION Plane: ' This Oraming is Sealed only as t� tit �omp�r��r,t� ft�r i�hed Y p Buildings GUOTE JOB d� Live Ld-(W/Trib Red) . _,s e ht information Drawing. including remains to property of uilding - NOVEMBER 13 198 ALLOW STS. DESIGN "SPECIFICATION FOR i + Coll. hd � " 00 ' Erecting x z ��d�d for rc�� g g Ptrcha5a Order S. BUILDER Teton t Construction, Inc. OATE � � ' "TURN—OF—NUT TIGHTENING" , USE I DI A. 3 0 BOLTS FOR LI TO F , � �' � GIRT T� a e a cao1a ' r , used ���ar� other purpose without prior � CUSTOMER - r son TIME CLIP CONNECTIONS F� OTHERWISE. � DETAILS R BOLT LENGTHS. Wind � �� �LLd 1 Written Approval � f �� Buildings. t�c�Tl�h e - i INSTALLATION F ADEQUATE TEMPORARY BRACING FOR USE UNTIL CONSTRUCTION a ti r �� ra1 crtrac or act Erector solely responsible for accurate. good . � ID ��AW/CHE BUILDINGS _ I { I TRESPONSIBILITY F THE ERECTOR. ' io Cat.: ua d � prkmar?� in ertctinc, this i r c�r�rr�� ��thii�� this 6etai P��J��i A E Seismic Zone: 1 re r all a cable VP Buildi s radon Deta1 s aiing ta 4091 Parkinson Han Use Cat _ :7 and a r �r� ta„da er r erection including he ccrr ect usBuilding ei�1� 0 1 A i l ga Leads ON � empdrary araing . - ,. 60111* Dow 9401" 11011&% M am M *100L PRIMARY FRAMING SIZE CHART A325 BOLT' CONNECTION CHART FRAME CLEARANCES . ...... PART-NO FLG THK X WD WEB THK DEPTH APPROX.SHIP No Oty Diameter Length Finished Floor _. a - 100*-0' (Unless Otherwise Noted) START/ENO LENGTH 1 4 1/2 1 1/2 61: ox 11000M ME Nebo= 1111111 &ROM n: a -! ` f � . a s a 15.5 , 059 X z� fAr a 1 t ,3 .059 X tr . 8.5/8-5 FL40CC14 .059 X 5.0 2@.059 E �< CROW =TON 13 NOT ACWWMM BY (21L P MA114- WHENEVER POSSOLE. PLACE SINGLE 801100 TOM= THE CENTER OF THE SULOM RULE13- WHENEVER P0530911- PLACE ALL MCI BUM ON THE SAME SIDE OF THE FRAME WM TYPICAL FLAICE BRACE CONNECTIONS tf: 1.12 in Ln En rl: 04 eq rl C4 a � 1 5 ..� RIO FL4DC ° �- s 20`6 rq t tn f B _ -- - - - - -- - - - -- - - - -- — _�_ - - - -- Q — _ I I I Nr -- - ---- _-- ® ®__�.-- �_� -____ ------------- �. -_ -__ -off -011 irol, - L — — — — — — — — ,4.,. — _ — _ — — — — — — — — — — — — — — — — — — - — — _ Ant 8`25 xx 3 - 2 � a P g ,9 —1 9/16 1 -1 " of 01 3 7/16 Elevation at "Frame Line 4 V SEE 325 BOLT CONNECTION CHART � 1 a I Plane- This Ora wing is Sealed onl y aS tO the Components furnished by VP Buildings X35 HIGH LAS SHALL BE TIGHTENED �x> I d d QUOTE � NOVEMBER 13, 1985, ALLOWABLE STRESS 0 Drawln a including tte information hereon, EII"SPECIFICATION ; 20,0 = 01-OE-STRUCTURAL 113'78-01-OE- STRUCTURAL JOINTS USING ASTM .325 OR A490 BOLTS" SECTION 81.,(d)(1) Coll. Ld (gravity) 0.0 psf _ x Tu t 1s provided ed for Er e cting the Buil ding ding ' DATE 2. TE "TURN-OF-NUT I °a Col 1 a L u lift Q m m 'd scr bed in the a pplicatle u�cha a Orde' U E 1/2" DI a GIRT T � I Z Wind d Shal l not be mddif aed� reproduced Teton West a / LIP GS � I� � zmod e �� m � red f�� any other ��e xt��,t � r CUSTOMER TT written Approval al of vP Buildings. 3 INSTALLATION � ADEQUATE TEMPORARY BRACING TIC �FJTI� ?ic �� 3� , � 1 �Park' inson IS COMPLETE, I THE RESPONSIBILITY � SHE ERECTOR. L e General Contractor and/or Erector LOCATION ��� �� , . solely responsible for accurate, good Rexburg, ID DRAW Snow Ex . 2no kmanship in erectin this c 0g n conformance with t i 'PROJECT BUILDINGS �d etas referenced, this DainSeismic Ji a 3 l B a ap 1 cable P Buildings rectrpn Detaig s 4091 Parkinson n er RF Building e Cat. 4 a Industry Standard gertaining to 'PAGE 'BUILDING er erection, including he correct use SCALE ili Loads NONE pPrt 00rary bracing. NTH - - 4-4-. XXI8 6 m ZP20000 F. 01 W29 Z?2 I -0 m /43ZS lVo A-r/t'jeE-,qs D,5,e\jo-rE-D s7 U3,E "X �O/VA) 4= �l 0 AJ5 This Oravoing: is Sealed only, as to th 194_11 1/2* 092 5.5 Building Code: 9 Live Ld,�W/Trib Red) �Mc 20.0 psf This Orawing. including tme information hereon. remains tme property of VP Suildings. Roof Secondary EZW30 19, -11 1/'2 ".059 8.5 ZP20:000 2V-10* .092 e-5 'LOCATtON 22 -7 .092 8.5 ZP32 22 -7 O92 8.5 ZP33 23 -2: 1/2' .059 8.5 EZW27 ZP34 22'-7m .082 8,5 ZP40 21 * -7" .062 8.5 ZP53 22'-7 .092 B. 5 A 106 Z 3 PS A 7ZP65 Z_P53 "Wow- ZP53 A M ZP53 c m ZP20000 F. 01 W29 Z?2 I -0 m /43ZS lVo A-r/t'jeE-,qs D,5,e\jo-rE-D s7 U3,E "X �O/VA) 4= �l 0 AJ5 This Oravoing: is Sealed only, as to th e Comoonents furnished t)y VP Buildings; Building Code: 9 Live Ld,�W/Trib Red) �Mc 20.0 psf This Orawing. including tme information hereon. remains tme property of VP Suildings. Roof Secondary Coll. jd (gravity) Coll- Ld (Uplift) Wind Speed: Wind Exp. Cat.: Ground S now Roo f Snow: Snow 3=. Cat. - Seism4�c Zone- Buildi"—g Use Cat. Auxiliary Loads 0.0 psf 0.0 Psf go . o. inph B 3 8 Ps iL 35.G ps 2 3 4 .1 ON —E to., is oroviaed for Erectang the Building oescPimed in tme aaoncaole Purchase Oroer and shall not i3�e maoinea. eprouucea or used for any other puroose witmout prior �ritten AporoVal Of VP BUIldIngs. The General Contrac or ano/or Erector, 5 solely responsifle for accurate, g000 uality workman*hlO in erecting this ui ding In contormqnce witm,tnis ra;wxn -ails r ferlencea In tmis Gra: ta I all 84N"12,1e VP guild2ngS Erection -04W and al Industry Standaras perLaining to pro er erection, including tMe correct use ;of Umporary oracing, Teton West Constz CUSTOMER Dirk Park 'LOCATtON �PPOJECT 4091 Parkinson CA:00010782-00:3 CAO son anger ....... ................. p -K q t) WALL ELEVATION AT WL i 1 I I i� i i i I I 6 MM gi This Drawing is sealed only as to the Cam Pon:ents furnished by buildings Building Code: 97UBC M--- "phis Live Lad (W/Trio Red) 20.0 PSf Draw ng. including the information hereon. remains the Call. Ld (gravity): 0.0 psf Property of VP Buildings. 0011 . Lid (uplift) . 0.0 sf it is provided far Erecting the Building described Wind Sneed: 90.0 mph in the =plicaobe purchase Order V C', and sha l,l not be Mdified, reproduced Wind a Cat.: B or used for any other purpose without prior Ground now: 38-9 psf Wr=itten 'Approval of VP Buildings. Cr Snow: 35 e0 f The General Contractor and/or Erector s soleI response. l for Snow �' � d =e accurate good ua ityr prk ansh in erectin thJis ui ding '� Seismic one: 31' � n conformance with t is d in this Orawin . rain etail� referenced R ,all a� Building � Cat.; ildin s Erection Cetai s. � y t.anoard ertaining to Au iliac Loa NODE p o er e�°ecction, including Me correct use SCALE emPo aryr bracinn . i 1 I I i� i i i I I 6 MM gi Lij GFA2 0 1 nn- S 0 TF ( A M1 w1pubm 20 _Q11 601 _ WALL ELEVATION AT WR I -nit M SECONDARY MARK LENGTH THK DEPTH C WG7 19 -9 11 2 .1059, -8.5 C,G6 18*-2 3/4* :059 8.5 A RKA08 f QUOTE CAOOO!10782-003 CAOt11378-01-0E_ '_059 ZG10 -9 1 2- 059 8.5 ZG12 8 -7 5/15 '�_.059 8.5 F �P ATE ZG9 18*-2 3/4" .059 8.5 smll in t thbe aoppdliifciand. l e Puprrcohuasce d Order m e"de 4 8ino 0/03/10 i or usecs for any other purpose without prior CUSTOMER ii 1 Lij GFA2 0 1 nn- S 0 TF ( A M1 w1pubm 20 _Q11 601 _ WALL ELEVATION AT WR I -nit M Building Code: C Ln Lij GFA2 0 1 nn- S 0 TF ( A M1 w1pubm 20 _Q11 601 _ WALL ELEVATION AT WR I -nit M Building Code: 97UBIC �08 Live Ld (W/Trib Red) 20. 0; psf iThiS Drawing. includiing tne information hereon. remaini the property of VP Buildings. Wall Secondary f QUOTE CAOOO!10782-003 CAOt11378-01-0E_ co 11. Ld (gravity): Coinld l plift) 0.0 psf 0 0 is OrGvided for Erecting the Building I BUILDER F �P ATE in=, . SLpd e ed(u- . 0 p;msf h 9 0. smll in t thbe aoppdliifciand. l e Puprrcohuasce d Order m e"de Teton West Cons tructonC In 8ino 0/03/10 i or usecs for any other purpose without prior CUSTOMER r Building Code: 97UBC including information Secondary ,., .. SECONDARY , � � Live Ld 20.0 • R00 BRACING $ Y d 2 LENGTH THK OEPTH LENGTH OIAN provided � .� � e g CG15 19'-11 9 r- :: 19'-11 1/2 Coll. Ld (uplif t) 0.0; psf in the applicable Purchase order '— '' �' r A ® ° �' - B. A 1 e —S .059 8.5 Wind Exp. Cat.: E ZG20 19 '® , Park' o . m Ground Snow: 38.9 psf r Roof • V , Contrac or and/or Erector splely responsible for . good., 1 t Rexburg, S' lu Q workmanship , ■ a conformance a t alas— L i '�'s MEN, H3 4091 Parkinson a, r 4 4 NE x This D Sealed only u r..po, _ furnished by 1 UNLESS ,w NOTED, FLANGE BRACE TO FRAME, FLANGE BRACE TO GIRT, JAMB AND HEADER CONM=IONS - SEE in DETAILS 4 BOLT LENGTHS. 2. WIND AND FLANGE BRACING ARE AN INTEGRAL PART OF THE WALL STRUCTURAL SYSTEM AND SHOULD INSTALLED TO ,fig OF WALL D _ ,.. .. REIMOVAL OR ALTERATION OF WALL BRACING WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. Building Code: 97UBC including information Secondary , � � Live Ld 20.0 • ni r . . ♦ r $ Y d 2 O f: -4i11378-01-0E' ; „ f Coll. • provided � .� � e g . Coll. Ld (uplif t) 0.0; psf in the applicable Purchase order Teton West Construction r Wind Speed: and , r - ro r ' • modified. CUSTOMER ........... :' `' Wind Exp. Cat.: E r. for r Purpose # Prior Approval Buildings. Park' o . m Ground Snow: 38.9 psf r Roof • V , Contrac or and/or Erector splely responsible for . good., 1 t Rexburg, lu Q workmanship , ■ a conformance .�. . '�'s MEN, H3 4091 Parkinson a, s . _' �II � III ,.., . ., ,,.W. ........._ ........ ......._. .,,..............,: jpragr _ r bracing. ;.. Q _..._. - ...,...,;, 3 vY 9. A 2 0 0 OEM LZIL! .- _n to A This Drawing- is Sealed only as to ---- SECONOARY ROD BRACING MARK LENGTH THK OEPTH MA RK LENGTH DIAM CG15 19'-11 ill* .059 8.5 4ROD5 26'-4 13/16*0 3/40 CGIS 199—Il 1/2 " 059 8.5 CG17 19'-11 1/2 a 059 8.5 ZG18 IS`It 1/2 a 059 8.5 ZG19 19'-11 1/20 0 59 8.5 ZG20 19'-11 1/2 .059 B-5 2 0 0 OEM LZIL! .- _n to A This Drawing- is Sealed only as to the Cooponents furnished by VP Buildings •muil-d-in':_ Code: 97UBC L.IveLd (W/Trib Red); 20.0 DSf Coll. Ld (gravity) 0.0 psf Coll. Ld (up;lift);: 0.0 psf Wind peed- 9 0 . 0 Mph, Wind ExD- Cat.: B Ground Snow: 38.9 psf Roof Snow: 35.0 psf Snow Exp - Cat. 2 Seismic Zone: 3 Building Use Cat.: 4 i'pro�er, Auxiliary Loads NONE 1i Th is Orawing, incl din the informationh!ereon !,remains the property of VP Build"'ings. !!It is Orovided for Erecting the Building idescri1bed in the applicaiole Purchase Order �!and sh�all not ti:e medified. reproduced ior use,d for any other purmose without pr i or 'Written Approval of VP Buildings. The G l peral Contractor a nd/or Erector s salel responsible for accurate, good uafit,ly 4o!rkmlanship in erectinR, this ul di,pg n conforinance witm t iis n1 e -Is referenceo fawi ' 6 t -in tnis Orawinq. all a 11cab?e, VP Buildiggsogrection betails and a ndustry St andar rtaining to erection. including the Correct use of ; emborary uracinq. v,� A U ;n: f ilesry Projky: 32;072 Bldg: I Plane: 7 I . Install Shleeting From Left tio Right 2. PRE-DRILL!NiG 1/6" DIAMETER HOLES FOR ROOF STRUCTURAL FASTENERS MAY BE REQUIRED AT It GAGE PURLINS. NESTED PUR;LINS, �PURLIN �LAP LOCATIONS, ANO/OR SECONDARY STRUCTURAL 13EAMS 3. ROOF SHEETS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM REMOVAL OR ALTERATION WITHOUT P:R�IOR AUTHORIZATION is PROH"I;BITED 4. SEE JOB OETAILS FOR SHEETING AND TRIM FASTENER SPECIFICATI, , ON. M En EN This Orawing is Sealed only as to 'the Components furnished by VP BUildings Buildinc, Code: 97UBC Drawing. Live Ld(W/Trib Red) 20.0 psf --dThis including the in:formation hereon. remains the property of VP Buildings, Coll. Ld (gravity) 01.0 psf Coll� Ld (uplift) 0.0 psf It is provided for Erecting tMe Building �,described wind Speed: 90.0 mph 1r. the applicacle NrcMase Order �and shall not be modified, reproduced Wind Exp- Cat.: B ior used for any other ourpose without prior ��Written Ground Snow: 38.9 psf AQprovaj of VP; Buildinigs. Roof' Snow* 35. 0 p;sf The General Contractor and/or Erector soieI4 responsible for accurate, good Snow Exp - Cat 2 kmanship erctirt tftis f6oji�y or e N i ding �n co nformance with is Seismic Z�one: 3 Oe• ra Ap,,tails referenced, im "Mis Drawing, w C �,all a VP Buildings Building Use Cat. 4 li and a Cable Erection Detail's naustry Standaras per:taining to Auxiliarll-/ Loads NONE ipro er erection, inCiti.ding tfte c7arrect use 11ofUmporary-racing; GUCTE # 0 CA OOO:10782- 03 CAARZU=$J51= 8/03/10 ORWICHECK Ap�y W.A �� 1 ICF20 0r RKF 6 (3) RFRI 0 RYF16,RKF20 0% C) EAlL Co r4 C14 ri LPRW2- C14 PRF1 EAlL 0 -Tn jj N Co ri F- R]kd (2 ) C4 D—F01 P4 3: P4 94 04' P4 04 94 1.9 N P4 of P4 P4 04 P4 4() This Orawing is Sealed only as to t the CoMponents furnished by VP Buildings Building Code: 97UBC Orawing. including the information hereon,:1 Coll. Ld (gravity): 0.0 psr it is provided for Erecting the Building E-4 L Wall Sheet ing ;BUILDER Teton West Construction, Inc. CUSTOMER Dirk Parkinson iLOCATION RexbuEg ,PROJECT 4091 Parkinson HancTer RF M I* F7 PAO 51'', QUOTE CAO;0010782-003 CAO,`1,11- DATE 08/03/10 �IME 23:12 On: filesry P.r:ojky: 3,2072 alcig: I Plane: 2 QB A VA WALL ELE' TION AT WL -------------- __ This Orawing is Stoled only as to tne CO furnishea 4y Yp Suil(ling., Buiwing Code.- Live Ld(W/TrIb Red) 97UBC psf Coll. Ld (gravity).- a.0 psf Coll. Ld (uplift) o.o p:sf Wind Speed.- 90.0 mph Wind Exp. Cat.: Ground Snow: B }p Roof Snow: 35.0 p;sf Snow Exp. Cat.: Seismic Zone: 2 3 Building Use Cat.: 4 Auxiliary Loads NONE M QWTE 0 Wall Liner Sheeting CA00010782-003 CAOJ :BUILDeR Teton -West Construct'On, Inc CUSTOWER Parki inson LOCATION Rekbu;Z9, 4091 Parki SHEETING ----------- MZz -------- 4444. SHEETING ---- ------ -------- ------ TRIX ------- MARK LENGTH "'--THK COLOR (FINISH) MARK LENGTH THK COLOR (FINISH) FO# MARK LENGTH COLOR (FINISH) PRWIO 18'-3 26 Arctic Wh:ite (KXLJ 18, _ PRW9 0 1/2" 26, Arctic White (KXL) CT2 20*-3 Arctic White (KXL) PRWIJ PRW12 18'-5 1/2 26 Arctic White (KXL) EA I L "14wr 910SP) 1P Is, -9 1/2 25 Arctic White (KXLI, EAJR1 - &NIFTY64'44 (SP) PRW13 19--0 1/2" 26 Arctic White (KXL) PPC 1: Patrician Bronze (SP) P 4 19'-31L 1/2n 25 Arctic White (KXL) PRF I Medium Blue (KXLJ PRW5 '., 0 - 4444 .' 25 Arctic White (KXL) R:F'R fO J0'-0 Patrician Bronze (XXL) PRW6 ® 1/2- 26 Arctic White (KXL) RKF lit 15'-3" Medium Blue ;i (KXL) PRW7 17'-6 112'= 25 Arctic :White (KXL) RKF2,'b 20*-3 Medium Blue x (KXL) PRW8 17'-9 1/20 26 Arctic White (KXL) P4 I H I evfpc't 1o,RV6,RXF20 (3) RF`R- 1 (3)RFRIO RXF:L6 RXP2 0 EAlL,PRF1 EAIR,PRFI r2 On: f ilesr v Projky: 3e 072 Blog.- I Plane: 3; — — ®. — — — — — — ®r — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- — — — — — — — — — -- — — — — — — — — — — — — -- — — — — — — — — — — 'M ......... �4 UIRFAM 21 This Drawing is Sealed only as to the Com:onents furnished by, VP Buildings 3uIlding ''-'97UBC Live Ld (W/Trib Red) 20.0 psf �Thjs O�awjng, including the information hereon.: iiremains the property of VP Buildings. Coll. Lid (gravity) 0.0 psf Coll. Ld (uplift): 0. 0 psf Wind Speed: 9 �0; - 0 p mph Wind E�x. Cat.: B Ground Snow: 38.9 psf �The R=f Snow.- 35.0 ps;f �65 Snow Exp. Cat.: 2 Seismic Zone- 3 Building Use Cat.: 4 Auxary Loads NONE liit is provided for Erecting the Building described in the applicable Purchase Order ,and sho!! not be modified. rearoduced or used for any other purpose without prior :'Writte 0 Approval of VP Buildings. General Contrac or and/or Erector solely responsible for, accurate, good su plity Workmanship in erectng.this uilUipg In c onformance witri tniS ra i Uetai 15 referenced in this Orawill?, 1 al Iwa cable VP Buildings Erection Oetal s �and aRlindustry StandarcIS, ertaining to proeer erection. including, Ne correct use 11of 'emporary oracing, 0 e7f w4 N H PR, 14 H N H cm Ln W f"-"2R D P4 Ln 31: Pt P4 Q4 94 ! ..,fin — — — -- — — - — — — — ®. — — — — — — ®r — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- — — — — — — — — — -- — — — — — — — — — — — — -- — — — — — — — — — — 'M ......... �4 UIRFAM 21 This Drawing is Sealed only as to the Com:onents furnished by, VP Buildings 3uIlding ''-'97UBC Live Ld (W/Trib Red) 20.0 psf �Thjs O�awjng, including the information hereon.: iiremains the property of VP Buildings. Coll. Lid (gravity) 0.0 psf Coll. Ld (uplift): 0. 0 psf Wind Speed: 9 �0; - 0 p mph Wind E�x. Cat.: B Ground Snow: 38.9 psf �The R=f Snow.- 35.0 ps;f �65 Snow Exp. Cat.: 2 Seismic Zone- 3 Building Use Cat.: 4 Auxary Loads NONE liit is provided for Erecting the Building described in the applicable Purchase Order ,and sho!! not be modified. rearoduced or used for any other purpose without prior :'Writte 0 Approval of VP Buildings. General Contrac or and/or Erector solely responsible for, accurate, good su plity Workmanship in erectng.this uilUipg In c onformance witri tniS ra i Uetai 15 referenced in this Orawill?, 1 al Iwa cable VP Buildings Erection Oetal s �and aRlindustry StandarcIS, ertaining to proeer erection. including, Ne correct use 11of 'emporary oracing, ME M 11 i- r / 7/4 /0 | WNWAM 1111111111liq 1111111� ISO ��g This :Drawing is Sealed only as to, the Components furnished by VP Buildings Building Code: 97UBC IThis Drawing, including tMe information mereo Coll. Ld (gravity): psf Wind Speed: 90.0 mph 1 Ground Snow* 38.9 psf 1 dwritten Roof Snow-. 3,5-0 psi. 1 Snow ExD. Cat.: 2 Seismic Zone: Building Use Cat. 4 Auxiliary Loiads NON -E �It is provided for Erecting the Building in the applicable Purchase Order and snail not be madified. reproduced or used for any oth purpose without prior Approval oferVP Buildings. The General Contractor and/or Erector s solel res'ponsibf e for accurate. good �ru-1 cling In conformance witn I s Details referenced in this Drawin and a ndustry Standard pertaining to ro:?er erection. including the correct u5e 100 f emporary bracing, =~ ~� �_________________________________________�________________________________________________� ' WNWAM 1111111111liq 1111111� ISO ��g Wall Liner Sheeting Teton West Construqtio��_Jnc. CUSTOMER D1,rk Parkinson PROJECf 4091 Parkinson Hanqer RF ME This :Drawing is Sealed only as to, the Components furnished by VP Buildings Building Code: 97UBC IThis Drawing, including tMe information mereo Coll. Ld (gravity): psf Wind Speed: 90.0 mph 1 Ground Snow* 38.9 psf 1 dwritten Roof Snow-. 3,5-0 psi. 1 Snow ExD. Cat.: 2 Seismic Zone: Building Use Cat. 4 Auxiliary Loiads NON -E �It is provided for Erecting the Building in the applicable Purchase Order and snail not be madified. reproduced or used for any oth purpose without prior Approval oferVP Buildings. The General Contractor and/or Erector s solel res'ponsibf e for accurate. good �ru-1 cling In conformance witn I s Details referenced in this Drawin and a ndustry Standard pertaining to ro:?er erection. including the correct u5e 100 f emporary bracing, Wall Liner Sheeting Teton West Construqtio��_Jnc. CUSTOMER D1,rk Parkinson PROJECf 4091 Parkinson Hanqer RF ME - - - � | 1 1 l F----�---l----�----�----�----�----|---------�---H----�----�----|----4----�----1----�----L---�____ � _______________________________________ ______________________________________________^ I . Install Sheeting From Right to Left 2. WALL SHEUS ARE AN INTEGRAL lu PART OF THE STRUCTURAL SYSTEM, REMOVAL OR ALTERATION WITHO T PRIOR AUTHORIZATION IS PROHIBITED. 3. SEE JOB DETAILS FOR SHEETING ANO TRIM FASTENER SPECIFICATION. ,2. PRE—DRILLING 1/8" DIAMETER HOLES FOR WALL ;STRUCTURAL FASTENERS MAY BE REQUIRED AT 11 GkGE GIRTS, NESTED GIRTS, G:IRT LAP LOCATIONS, AND/OR SECONDARY STRUCTURAL BEAMS FWAM Im 11 I MARK LIENGTH THK COLOR (FINISH) Building Code: Live Ld(W/Trib Red) 97UBC 2 0 0 ps f O�awinq. including the in format ion ftereon.i remains the vP Buildings. Wall Sheeting . property of Coll. Ld (uplift):- Wind Speed: 0 0 psif 90 TVh Provided for Erecting the Building descr iped in the aoplicaale Purchase Order sholl not be modified, reproduced �SUILDER Teton West Construction, Inc. DATE Wind Exp. Cat-: .0 B or useld for any other purpose without prior .writteh Approvaloif VP Buildings. !CUSTOMER Dirk Park' inson - - - � | 1 1 l F----�---l----�----�----�----�----|---------�---H----�----�----|----4----�----1----�----L---�____ � _______________________________________ ______________________________________________^ I . Install Sheeting From Right to Left 2. WALL SHEUS ARE AN INTEGRAL lu PART OF THE STRUCTURAL SYSTEM, REMOVAL OR ALTERATION WITHO T PRIOR AUTHORIZATION IS PROHIBITED. 3. SEE JOB DETAILS FOR SHEETING ANO TRIM FASTENER SPECIFICATION. ,2. PRE—DRILLING 1/8" DIAMETER HOLES FOR WALL ;STRUCTURAL FASTENERS MAY BE REQUIRED AT 11 GkGE GIRTS, NESTED GIRTS, G:IRT LAP LOCATIONS, AND/OR SECONDARY STRUCTURAL BEAMS FWAM Im 11 I Building Code: Live Ld(W/Trib Red) 97UBC 2 0 0 ps f O�awinq. including the in format ion ftereon.i remains the vP Buildings. Wall Sheeting . property of Coll. Ld (uplift):- Wind Speed: 0 0 psif 90 TVh Provided for Erecting the Building descr iped in the aoplicaale Purchase Order sholl not be modified, reproduced �SUILDER Teton West Construction, Inc. DATE Wind Exp. Cat-: .0 B or useld for any other purpose without prior .writteh Approvaloif VP Buildings. !CUSTOMER Dirk Park' inson Ground Snow: 38.9 psf 1! Roof S now 35.0 psf 4 s solely responsib e for accurate. good Snow Exp. Cat 2 g n conformance with t :Is 6etails PRO!JEC Seismic Zone: 3 rawm, referenced m this Orawing. Building Use Cat.- 4 industry standards ertaining to pcapWlerection. including Ne correct use I -.-� On: f ilesry Proiky.- 32072 Bldg: I P:lane: 5 I - Install Sheeting From Right to Left 2. WALL SHEETS ARE AN INTEGRAL �PART OF THE STRUCTURAL SYSTEM, REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITE- 3. SEE JOB DETAILS FOR SHEETING AND TRIM FASTENER SPECIFICATION. 2. PRE-ORILLING 1/8" DIAMETER HOLES FOR WALL STRUCTURAL, FASTENERS MAY BE REGUIREO AT I I GAGE GIRTS, NESTED GIRTS, GIRT LAP LOCATIONS. ANOJOR SECONDARY STRUCTURAL BEAMS I WALL ELEVATION AT WB 8925 OF This Drawing is Sealed. only as to 'the Components furnish,ed by VP Buildings Building Code: Live Ld (W/Trib Red) 97UBC 20.0 psf 00 . ... ... This 01rawing. inclurding the information hereon, remaih6 trie property of VP Buildings. Wall Liner Sheeting QUOTE # J013 # Coll. Ld (gravity) e .0 psf CA00010782-003 CAO(11378-01_0E_ PR REOM W 2 6 It is provided for Er-ecting the Building descr ed in the applicab le Purchase Order an d s h! 1a 11 not be modified, reproduced REMATE © � ----- - BUILDER Teton West Construction, Inc. DATE 08/03/10 Wind Exp. Cat.: Ground Snow: B 36.9 psf or used for any other purpose without prior written Approval of vp suildings. CUSTOMER Dirk Par in TIME Roof Snow: 35.0 psf The General Contractor and/or Erector 5 soljj�l responsible or accurate, 4orkmanship f good (2 0) ILOCATION 13:32 FILDINGS Snow Cat. Seismic Zone: 2 3 ua I i ty in erecting.this Vi ding in conforhance with, tniS irawin, Details referenced in this Or awin; 4- L — — — — — — — — — — - — — — — — — — — j — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — Rexbur-,. ID PROJECT VP BU :U0 :EN] — — — — — — — — — — — — — — On: f ilesry Proiky.- 32072 Bldg: I P:lane: 5 I - Install Sheeting From Right to Left 2. WALL SHEETS ARE AN INTEGRAL �PART OF THE STRUCTURAL SYSTEM, REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITE- 3. SEE JOB DETAILS FOR SHEETING AND TRIM FASTENER SPECIFICATION. 2. PRE-ORILLING 1/8" DIAMETER HOLES FOR WALL STRUCTURAL, FASTENERS MAY BE REGUIREO AT I I GAGE GIRTS, NESTED GIRTS, GIRT LAP LOCATIONS. ANOJOR SECONDARY STRUCTURAL BEAMS I WALL ELEVATION AT WB 8925 OF This Drawing is Sealed. only as to 'the Components furnish,ed by VP Buildings Building Code: Live Ld (W/Trib Red) 97UBC 20.0 psf 00 . ... ... This 01rawing. inclurding the information hereon, remaih6 trie property of VP Buildings. Wall Liner Sheeting QUOTE # J013 # Coll. Ld (gravity) e .0 psf CA00010782-003 CAO(11378-01_0E_ Coll. Ld (uplift): Wind Speed: 0.0 psf 90. 0 mph It is provided for Er-ecting the Building descr ed in the applicab le Purchase Order an d s h! 1a 11 not be modified, reproduced REMATE © � DESC. BUILDER Teton West Construction, Inc. DATE 08/03/10 Wind Exp. Cat.: Ground Snow: B 36.9 psf or used for any other purpose without prior written Approval of vp suildings. CUSTOMER Dirk Par in TIME Roof Snow: 35.0 psf The General Contractor and/or Erector 5 soljj�l responsible or accurate, 4orkmanship f good ILOCATION 13:32 FILDINGS Snow Cat. Seismic Zone: 2 3 ua I i ty in erecting.this Vi ding in conforhance with, tniS irawin, Details referenced in this Or awin; Rexbur-,. ID PROJECT VP BU :U0 :EN] OR /CHECK Building Use Cat. 4 all a, 11 lCagle VP Suildin2s Erection Detai?s and aT�, ndustry Standard ertaini 0 airing 4091 Parkinson Hana2E F V A R C 0 — Pa R U Auxiliary Loads NONE Ji proper erection, incivaing the correct use of temporary Bracing, SCALE BUILDING _R NTS 60X60X18 k. PAG On: filesry Prajky.- 32072 Bldg- I Plane: 4 nstall Sheeting From! Right to Left 2. WALL SHEETS ARE AN INTEGRAL PART . STRUCTURAL SYSTEM, REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION PROHIBITE 3 * SEE C !' FASTENER OIAMETER HOLES FOR WALL BEAMS MAY BE REQUIRED AT 11 GAGE GIRTS, NESTED GIRTS, GIRT LAP' LOCATIONS, ANWOR SECONDARY STRUCTURAL MGM ELEVATION WALL This: Drawing is Sealed only as to the Componeh:,ts furnished by VP Buildings Building Code: 97UBC Live + i r Orawi6g. including e information hereon. r s • i r i is Provided for Erecting the i i a Wind Speed: 90 - 0 mph and Shall not be modified. reproOuceid iiar used for any other purpose without prior Gr Snow: 38.9 psf Written ApIproval of Buildings. Roof Snow: 35.0 li,6s sole14 responsible for r good Snow ■ in erectin mis ■ ding conformance with 6etails Seismic Zone: 3 Urawing referenced in tnis Drawing. Building Use Ca • i Auxiliary ■ 7!f i 4. .. i i y. the corredt use t •' 4 Q 1 ft j WALL ELEVATION AT WF On: f ilesry Projky: 3,2072 Plane: 1. Install Sheeting From Right to Left This Drawing is sealed only as td the Corn o6ents "� � furnished by VP Buildings . WALL SHEETS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM, ilding Code: 97UB This Ora inn. including the information hereon. REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. r Viva Ld (W/Tri Red.) 20.0 p f regains the property of vp auxidings. S . SEE JOB DETAILS FOR SHEETING D TRIM S ECIFICAT ON FASTENER Coll— L (gravity) : 0.0 psf It � brp�in�� Erecting tug 2. . ILLING / IA ETE HOLES FOR WALL STRUCTURAL FASTENERS ' RED (2 0) MAY �E REQUIRED AT i i GAGE GIRTS, NESTED IRTS, GIRT LAS d � . � Tft�I and shall asst be modified, reproduced or used, far' 4 LOCATIONS. AND/OR SECONDARY STRUCTURAL BEAMS E3C , Cat B any other purpose Without prior Approval at vp Buildings. Ground Snow: 38 .9 p f Roof now: �i L— — — — _. — -- — . — . — . — — — . _ — . . . — — — — — — — — — — _ — — — — — — — — — — — — — — — — — — — — — — — — — — — — s 3 e x,n � Mails referenced in this or`awin all a catxleP Buildings Er°ectxorreGax 1 1 ft j WALL ELEVATION AT WF On: f ilesry Projky: 3,2072 Plane: 1. Install Sheeting From Right to Left This Drawing is sealed only as td the Corn o6ents "� � furnished by VP Buildings . WALL SHEETS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM, ilding Code: 97UB This Ora inn. including the information hereon. REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. r Viva Ld (W/Tri Red.) 20.0 p f regains the property of vp auxidings. S . SEE JOB DETAILS FOR SHEETING D TRIM S ECIFICAT ON FASTENER Coll— L (gravity) : 0.0 psf It � brp�in�� Erecting tug 2. . ILLING / IA ETE HOLES FOR WALL STRUCTURAL FASTENERS ' p described in th� a epplicaole Purchase or a der MAY �E REQUIRED AT i i GAGE GIRTS, NESTED IRTS, GIRT LAS ���� = � . � Tft�I and shall asst be modified, reproduced or used, far' LOCATIONS. AND/OR SECONDARY STRUCTURAL BEAMS E3C , Cat B any other purpose Without prior Approval at vp Buildings. Ground Snow: 38 .9 p f Roof now: 35.6 psf The enerYal contractor and/or, Erector is solel responsible for accurate, good y Snow Exp. Cat.: 2 a,, its Workmansni,p in er"ectifi this x 1ding n c ®nfor°mance with is Seismic Zone: 3 e x,n � Mails referenced in this or`awin all a catxleP Buildings Er°ectxorreGax 1 '�:il,di i Use Cat. e 4 and sl i�ndust,r y Standard oef-taining to Auxiliary Loa NONE o eri eriiectxcn. including the correct use SCALE pr tempotitry tracing. I' 1 ft j A�l A a my J 4 id to l' WALL BRACE ROD, FRAME RAFTER MAY BE STRAIGHT HKI.SIN WASHER FLAT WASH ER HEX NUT, ROD BRAU"ING AT C;-OLUMN BASE BR[02A! 3;-PLATE OR GAGE MUM R 07/1 /" oo—L. HAUNCH HILLSIDE WASHER FLAT ER HEX NUT ROD BRACING AT SIDEWALL COLUMN SRCMV2 it 07/m/ft �_Dllm. A SEE ERECTION DWM 0 P I r —r� W x — A307 BOLTS TYPICAL U.N. SUMTUTE W DUL A325 GULTS N UEU O. AM7 AT EAV-1 00 OF FLAWX $RACE U-04 BRACES ARE REOU"WD. A x A-301 SOLTS TYPICAL, U.N. l__JLl V 0 % 0 WALL SECONDARY �Ry tirvAorn - 7777r- 7 J 0 WALL SECONDARY SIDEWALL "T BRACE BRACE MEMBER' BRACE —0, LOCATION LOCATION V LOCATION OR 6* FRAME BOLTS BOLTS FRAME BOLTS NOTE: FIELD CUT ROD UfU CIL' isi uu:n�-r rwrmve- —1 a .1 SAG ANGLE (SA—) A=7 BOLTS TYPICAL UAL FLANGE BRAM (F®r—) OR I IAO OR LESS I Wb, MU5i tit SL15PENUEU SIMILAR TO THIS DETAIL DO NOT CLAMP TO BOTTOM FLANGES. z x BOLTS TYPICAL ux EX: 5'-0" PURUN SPACE SA5017 7777r- 7 J 0 WALL SECONDARY SIDEWALL "T BRACE BRACE MEMBER' BRACE —0, LOCATION LOCATION V LOCATION OR 6* FRAME BOLTS BOLTS FRAME BOLTS NOTE: FIELD CUT ROD UfU CIL' isi uu:n�-r rwrmve- —1 a .1 SAG ANGLE (SA—) I NT. FRkY S. AND END E I IAO OR LESS I Wb, MU5i tit SL15PENUEU SIMILAR TO THIS DETAIL DO NOT CLAMP TO BOTTOM FLANGES. SAG ANGLE = PURUN SPACE + 1 7 8' FRAMES. EX: 5'-0" PURUN SPACE SA5017 INSERT SAG ANGLE TAB INTO PURUN SLOTS AND BEND TAB FLAT. SAG ANGLES ARE "BR17A2 FOR STRUT SE! L CONNECTION FOR CONNECTOR SEE TO PURLIN M FOR OPPOSITE END SEE OF CABLE STRUT STRUT BRACE (SBR—) RAFTER BEAM TOP FLANGE CONTRACTOR'S NOTE: ANY LOADS OVER 400 LIDS. APPLIED TO VP MEMBERS SUCH AS HVAC, LIGHTING, DUCTING, PIPE SUPPORTS ETC. MUST BE LATERAH Y r BRACED TO THE MAIN BUILDING'S LATERAL LOAD RESISTING ELEMENTS (PURLIN LOCATED AT CENTERLINE OF BAYS GREATER CONNECTION LOCATE PER ERECTION BRACING STRUTS OR PRIMARY FRAMES) AS REQUIRED BY CODE THAN 16' UNLESS NOTED ON ERECTION CONNECTION DRAWINGS FOR SEISMIC LOADS. BRACING MUST BE PROVIDED AND INSTALLED BY CONTRACTOR DRAWINGS PURLIN BRACING BROW: SAG ANGLE INSTALLATION GABLE SIRUI T CONNECTION _!BR1'7Al LE GABLE STRUT CONNECTOR TO PURLINS GABLE STRUT CONNECTION BR1 7A2 EAV'E STRUT ASSEMBLY ATTACK BR18A! AND MUST RESIST LATERAL LOADS EQUAL TO 'rriE WEIGHT OF THE SUSPENDED UNIT OR AS REQUIRED Bl' CODE, WHICHEVER IS LESS- SUSPENDED LA EN1 OA1 SRO&kW3 R 01/15/" %R17AIV2 R 07/m/" STRUT TO CONNECTOR I M17A2V2 R 07MI" 6.5" OR 8.5 PURLINS FROM PURLINS 100 LB. LOADS OR G 'REATER VP FRAMES OR SUPPORT BEAMS 4 1,a 2" 3" 4 1/20' FINGER SHIM AS REQUIRE Di COUPLOC NUT RODS THAT REQ. SHO 1 P SPL)CE ARE TO SRIOAIV3 R 01/26/"i 3/16' x 1/4- TAPE MASTIC —Oft V-0, BE SPUCED BY ONE OF THE METHODS USING SHOWN ED T. (80390) 1/4 14 x 7/8' ROOF 3" MAX, GAGE (M I N. 'A A307 BOLTS i2l 04 I f TYPfCAL BOLTING1 PLATES, FACADE ASOVE. FULL PEN WELD SPLICE COUPLING NUT SPLI STITCH FSNR (576 NOTE: Y, —14 x W ROOF STITCH FSNR (576--) 0 4" MIN. PITCH) c c*4 HIMI OR CANOPY CONNECTIONS "SHOP SPLICE DETAILS" ANTI—CAPILLARY BEAD WHEN NON STANDARD COLORS ARE USED, PRE—DRILLING 15 RECOMMENDED DUE TO THE ABSENCE OF THE PURUN 2 PER INT RIB AND 4 PER SIDELAP RIB 7 7 i MA=E WASHM FW WASHER, HEX KAM WT REWIL EACH ENO HIU-S" WASHER, FLAT MDE HEAD. NUT ROO EAC14 M PQ BEARING LEG. 12-14 x I V4' ROOF STRUCT FSNR (574-v) 3 PER FOOT V4-14 x 7' ROOF ENDLAP & RIDGE CAP N MAY BE STRAIGHT OR TAPERED MEMBER ROD LEN GTH ROD LENGTH Zil 11 1 PER PURLIN AND PER SPACING 2 F -7 2" MIN, 05 SHOWN ON MEMON DUMCS) (AS sky"I N ERECIM DRAWINGS) 12-14 x 1 V4' ROOF THREAD BOTH ENDS WI THOUT TURNBUCKLE RO ! D PADS (1) ENO STRUCT FSNR (574**) 1 CLIPS, PLATES OR BOLTS FLAT SHIM As ROD HARDWARE MAY BE SHOP I PER FOOT ARE NOT BY VARCO—PRUDEN REQUIRED HILLSIOE VASHM FLAT WASHER, HIS HEAM NUr ATTACHED OR SHIPPED WtTH WAREHOUSE MATERIAL THESE PURLIN BEARING EDGE Y4-14 x 7Am ROOF INTERMEDIATE PURLIN CONTRACTOWS NOTE: FIELD DRILL OR FIELD WELD SUSPENSION ANGLES OR PLATES. ALLOWABLE LOAD = I KIP PER PAIR. OF BOLTS BETWEEN BOLTS REQ'D. EACH END OPTIONS ME DIMSION tum*mxtz ROO MMSUCXLE Pte' 12-14 X 1 1/4" ROO STITCH FSNR (576—) 6' O.C. FOR FIRST 10'-0' UPSLOPE = 1.4 KIPS PER INCH OF WELD WITHOUT INSPECTION 2 .8 KIPS PER INCH OF WELD WITH INSPECTION —0. Y, ;, UCT FSN!R (574--) RC04B11 SEE FOR STD PATTERN El AT SIDELAP ADD PAIRS OF BOLTS OR INCHES OF WELD TO RESIST DESIRED CONCENTRATED LOAD. LOADS LESS THAN 500 LIDS MAY BE SUSPENDED NOTE: FIELD CUT SHIMS To DESIRED DIMENSIONS To ROD LENGTH SEE FOR UL90 PATTERN 12-14 x 1 V4" ROOF STRUCT FSNR (574,mw) 3 PER FOOT USING CLAMPS. (1 14" FROM ED; E OF FLANGE). ACHIEVE DESIRED RESULTS (AS SHOWN ON ERWTM OWmINcST____I ROD LENGTH CONCENTRATED LOADS SHALL NOT EXCEED USER DEFINED COLLATERAL SHIMS ARE MADE (As skom ON mcnori oR^mwQ BUILDING EAVE LOADING INDICATED ON THE PURCHASE ORDER AND IN VP CALCULATIONS. FROM .059' MATERIAL. THREAD BOTH ENDS ROd PAD BOTH ENDS SEE FOR 25# LL PATTERN PANEL SIDELAP SUSPENDED LOADS EN10A2 FROM STANDARD SHIM PROCEDURE N:20Al WITIJ TURNBUCKLE ROD BRACE ASSEMBLY DRAWING EN PANEL RIB ROOF �RC04B21 STRUCTURAL BEAMS EN1 OA2Ntl TYPICAL AT ANY BOLTED CONNECTION RC03B1 FASTENER PATTERNS 05/01/95 EM20AIV2 R 06/31/98 PANEL SIDELAP ------ C FSmR 0 2*-Cr O.Q (RKF-),- 1 Y40 FACE OF AVOO PURIM 7 WALL PANEL m N ENOWALL x A307 BOLTS. NOTE: A325 BOLTS MAY BE REQUIRED. USE A325 REFER TO FOR COJPLETE BOLTS AT LOCATIONS DETAIL x 1 A' A3017 BOLTS DESIGNATED BY ON, ROOF PLAN, NOTE: A325 BOLTS MAY BE REQUIRED. USE A325 Nfij 60% BOLTS AT LOCATIONS DESIGNATED BY ON ROOF PLAN. xT A 07 "T BOLTS (49054) RAKE BEAM 0') - ?,% TYP. AT MAY BE CAGE q FLANGE BRALCE 'FLANGE BRACE OR PLATE (1) Y4-14 x I Y4' (FB-) OR (SF13-) WALL STRUT FSNR PAwa Rie MICE FAWA PANEL RN 1 CAP SHEET' RAKE FASC3A POP' RIVETS (55265) (R-) PAwa Rie MICE FAWA FILL" ER (PRF-) ATTACH (RIKF-)---, POP' RIVETS (55265) EAVE ASSEMBLY (EA-) W/ BLANKET lNSULA -nGN !m ATTACH W/ S RJR OP RIVETS WCllAl X55265)' 55265) RAKE FASCIA WC20Al TO LAP OMER WmaAl)al R02/29/'N . ... .... ... PEW CAP WIN 3® ATTACH (S -) To (RXF-) W/ 6 POP RNETS (55265) — z RAKE ANGLE �RKAO6 0 6 li" PURLINS 0 0 8 W PURUN (RKA11) 0 11: W PURLINS U EPC2 1,42 12-14 x 1 1/4- BASE ANGLE (BAl) WALL STRUCT SHOWN, lAAY BE FSNR 0564*0) F BASE GIRT (BG1, BG2. OR BU )t 2 PER FOOT---�,, OR CONCEALED BASE (C BA) FINISH FLOOR OR TOP OF CURB WALL -L--1 12 - 14 x 1 V4* WALL STRUCT 564 FSNR (**) CONCRETE FASTENER 2 PER FOOT FASTENER 24" O.C. (NOT By V.P.) BASE OF WALL ATTACHMENT WCO 1 D -" PANEL RIB V CRIMPED BASE PANEL RIB WALL WC0101V3 R 03/20/ga FASTENER PATTERNS : wco"lw R 04/15/95 -12-14 x 1 V4" WALL STRUCT FSNR (564**) 1 PER FOOT AT INT GIRIS PANEL SIDELAP 12-14 x I Y4" i 0 U WALL STRUCT FSNR (564**) 2 / FOOT ONE AT EACH SIDE OF RIB PANEL RIB WALL PANEL (SEE ERECTIJON DRAWINGS) 1/2" CLEARAN( BETWEEN ROOF AND WALL P AT OUTSIDE FAA OF PANEL RIB FACE OF WALL PANEL WALL PANEL 4 ut- SHEET V4-14 x WALL ST TI FSNR (565 V-00 O.C- STAN DARD EAVE PURLIN B &A WC0011 Lu- PANEL-Rl.8' ENDWALL AT RAKE WC10M PANEL RIB WALL AT EAVE A W/ BLANKET lNSULA -nGN !m WCllAl OUTSOE CORNER (NON DIAPHR TRIM AGM) WC20Al WmaAl)al R02/29/'N . ... .... ... STANDARD EAVE PURLIN 11 AlV:3 PANEL R3 WALL R 11/20/N VMCAIV3 R THIS DRAWING INCLUDING THE INFD qMATION HEREON, REMAINS THE DRAWING, OF VP BUILDINGS. INC. ERECTION DETAILS JOB J NO. 25 IT IS PROVIDED FOR ERECTING THE BUILDING BUILDER (AOOil378-0l-0E- DESCRIBED IN THE APPLICABLE PURCHASE ORDER *,"NO SHALL NOT BE MODIFIED, REPR DUCh. DA USED FOR ANY FIEV SATE BY OESC Teton West Construction, !nc. DATE 081041DO LP OTHER PURPOSE WI7HOUT PRIOR Op�ITTEN APPROVAL OF VP BUILDINGS' THE GENERAL CONTRACTOR AND/OR PRi-i-iuR, IS CUSTOMER Dirk Parkinson DRAWN BY SOLELY RESPONSIBLE FOR ACCURATE, GOOD QUALITY, WORKMANSHIP IN ERECTING THIS BUtILOING LOCATION STO FORMANCE IN C'D*' WITH THIS DRAWING. DETAILS REF ERENCED IN THIS DRAWING, Rexburg. 10 CHKO. BY ALL APPLICABLE VP ERECTION DETAILS AND ALL INDUSTRY S Ai46XRDS PERTAINING TO PRDPER ERECTION, PROj. NAME 40-91 Parkinson Hanger RF Vp BUILDINGS THE 'NCLUDING COARECTUSE OF TEMPORARY BRACING S C A LE 1 BLDG. NAME 6OXS0xl8 RF VARCO—PRUDIEN PG 24 WC32AI" 03/01/90 SIDEWAt"R REMAINS THE PROPEATY OF VP BUILDINGS. INC. m 4 Y UNER PANEL V4 14 740 NOTE, SUBSTITUTE W' DIA A-325 DOLTS IN EN "ALL CoWu,,W BUILDER Teton Wes t Construction, Inc. WALL STITCH V4-14 x 7 A' INSIDE CORNER FLASHING (ILT-) x WALL Sll TCH OF A307 AT EACH EXO OF FLANGE BRACE WiEN (SFB-) BRACES ARE RECAARED 14-14, x W FSNR (565*&) WALL S STITCH CUSTOMER Dirk Parkinson FSNR (565me) WALL STITCH O.C. FSNR (565mm) JO V-04 .C. FSNR (565,mo) LOCATION WORKMANSHIP lN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING. DETAILS V -00 O.C. Rexburg. 10 REFERENCED IN THIS DRAWING, ALL APPLICABLE CEE GWT SHOWN VP ERECTION DETAILS AND ALL INDUSTRY STANDARDS 4091 Parkinson Hanger AF PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. SALE INSIDE FACE BLDG. NAME MAY BE ZEE 6Ox50xlB RF OF GIRT► GIRT ml a ;60 x I W 1 A307 BOLTS (49054) TYP. U.N. ,.N 46 INSIDE FACE OF GIRTS FLANGE BRACE (FED -) OR (SFB-) VV x In A307 BOLTS (49050) 4 PER CLIP GIRT CUP (GC4) MAY BE SHOP WELDED (CI) arl J BOLTS OF FRAME x I' A307 BOLT (49050) X I 1,i" A307 BOLTS TYP. U.N. (49054) 2 PER CLIP BMTS NISIDE CORNER FLASHING C6 LINER P�ANEL ATTACHMENT WC61 A9 I W2Al OL GIRT CONN. AT SIDEWAL' COLUMN TRIM AT COLUVIN; OUTSET WALL LIN�ER PANEL :R M/15/24 6 16" & 8 1/2" OUTSET SIMPLE ZEE GIRTS %CMTV2 R 01/13/9:4 VWA2V3 R 10/31 /21 NOTE: FIELD, NOTCH R �Vs- �E.NDWALL GIRT FLANGE W`IEN tOWER =LUMN FIELD ;NOTCH BASE GIRT TO CLEAR FLANGE WO1W, Fvcrrmz�� 7' MIPT rl IP r UNIER TRIM ERECTIONDETAILS REMAINS THE PROPEATY OF VP BUILDINGS. INC. m 4 Y %-14 x (LTA-) DATE BY ESC BUILDER Teton Wes t Construction, Inc. WALL STITCH 14-14, x W FSNR (565*&) CUSTOMER Dirk Parkinson THE GENERAL CONTRACTOR AMO/OR ERECTOR IS WALL STITCH O.C. SOLELY RESPONSIBLE FOR ACCURATE. GOOD QUALITY, FSNR (565,mo) LOCATION WORKMANSHIP lN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING. DETAILS Rexburg. 10 REFERENCED IN THIS DRAWING, ALL APPLICABLE CEE GWT SHOWN VP ERECTION DETAILS AND ALL INDUSTRY STANDARDS 4091 Parkinson Hanger AF PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. SALE BLDG. NAME MAY BE ZEE 6Ox50xlB RF GIRT LINER PANEL LINER P IL AN 120 JAMB TRIM MAX (JT-) 12-14 x 1 WALL STRUCT StIDEWALL OR FSNR (564**) ENO ALL COLUMN 2 PER FOOT LINER PANEL ATTACHMENT WC61 A 7 LINER PANEL ATTACHMENT WC6lA8 PARTIAL HEIGHT LINER TRIM AT COLUMN- lNSET WALL WMIA7VZ 01/15/94 WCGIAM A M/15/94 FIELD LOCA7E AND DRILL (2) PAs- DIA. HOLES IN GIRT CUP (CC8) I1r x 1 1/2- A307 BOLTED GIRT CLIP ENO: FRAME FOR BOLTS RAKE BEAM MAY BE SHOP BOLTS (49054) WELDED (CC7) 2 PER CLIP (GC4) MAY BE SHOP WELDED (CC I) 8 1/2- 1/2" x 1 1/2* A307 COLE GIRT CUP ENOWALL BOLTS (49054) (0011 - ) Q 8 li- CIRTS GIRT 2 PER CUP (CC64-) 0 5 'A- GIR TS x 1 A307 BOLTS 1/20 x 1* A307 A" x 1' (49054) BOLTS (49050) A307 BOLTS 2 PER CLIP 2 PER CLIP (49050) 2 PER CLIP 1/4-14 x 1 1/4 6 1/2' OR 8 1/2" SIDEWALL GIRT STRUCT FSNR ) 35 PER ANGLE THIS DRAWING, INCLUDING THE INFORMATION HEREON, ERECTIONDETAILS REMAINS THE PROPEATY OF VP BUILDINGS. INC. IT IS PROVIDED FOR ERECTING THE BUILDING REV DESCRIBED IN THE AP9LICABLE PURCHASE ORDER DATE BY ESC BUILDER Teton Wes t Construction, Inc. AND SHALL NOT BE MODIFIED. REPRODUCED, OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS- CUSTOMER Dirk Parkinson THE GENERAL CONTRACTOR AMO/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE. GOOD QUALITY, LOCATION WORKMANSHIP lN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING. DETAILS Rexburg. 10 REFERENCED IN THIS DRAWING, ALL APPLICABLE PROj, NAME VP ERECTION DETAILS AND ALL INDUSTRY STANDARDS 4091 Parkinson Hanger AF PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. SALE BLDG. NAME 6Ox50xlB RF � JOB NO, (.AOOil378-01-0E DATE 08104100 qWjBY CHKO. BY VP BUILDINGS VARCO-PRUDEN PG O;e /,"77T77 Building code-. Live Ld:(W/Trib Red) ................ . 4- rHfS 0RAVANG.P;&VNrTK (NFORMA'nOM HEREON. REMN14S THE Rry F Coll, LIB (gravityl: 0.0 p , VP BUILDING& C011. Ld (uplift): 0.0 P s f IT is PRMIDE01SOLELY FOR ERECTING THE SUILDING DESCRIBED IN TAE APPUCABLE PURCHASE ER' ANO Wind Speed: 90. 0 mpm SHALL NOT 9E 40-0-WZD REPRODUCED OR USED FOR ANY OTHER PURPt)SE IfflItHOUT PRIOR r. Wind Exp. Cat., 9 APPROVAL OF WqZlNr.S. wRrr—izN RD 0 L 36.9 p Roof Snow: 35.0 p f THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY Snow Exp, Cat..- 2 RESPONSIBLE FOR ACCURATE GOOD OUAU'4',, WORXmMSHiP :N ER-ECIING T`Hs ILDING 04 CONFORMANC_c AIM -,-mfS SeiSmic Zone: wAbv�M,7 DRAINING, DETAILS REFERENCED tN THIS O�RAmmNC. Building Us�e Cat.: A ALL APPUCASL'E IVRI 3UILDINGS ERECTION c �gS� ANG MUSTRY V, Amam�OS PORTAINI,NG TO R 3/9 PL 4" +r-A NONE E19ECTION. INCLUDING `HE C&RECT USE OF -PWpORjW 3RAC.NG, ffi A3 Z5 eoLrs 8?< W11AJA 64exip 0009JArm 4 f _00 i I x 4 4D 7-1 A-3 w lqkjtWA Av .10 TA i L VIE= 7� . ......... . Ic 5UPFOiC7� POS7S A L. T 9t.7A t L @. lsTe2'"4PohT6 FZOM � W -, 7 4) Building code-. Live Ld:(W/Trib Red) 97U SC 20.0 psf rHfS 0RAVANG.P;&VNrTK (NFORMA'nOM HEREON. REMN14S THE Rry F Coll, LIB (gravityl: 0.0 p , VP BUILDING& C011. Ld (uplift): 0.0 P s f IT is PRMIDE01SOLELY FOR ERECTING THE SUILDING DESCRIBED IN TAE APPUCABLE PURCHASE ER' ANO Wind Speed: 90. 0 mpm SHALL NOT 9E 40-0-WZD REPRODUCED OR USED FOR ANY OTHER PURPt)SE IfflItHOUT PRIOR Wind Exp. Cat., 9 APPROVAL OF WqZlNr.S. wRrr—izN Ground Snow 36.9 p Roof Snow: 35.0 p f THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY Snow Exp, Cat..- 2 RESPONSIBLE FOR ACCURATE GOOD OUAU'4',, WORXmMSHiP :N ER-ECIING T`Hs ILDING 04 CONFORMANC_c AIM -,-mfS SeiSmic Zone: 3 DRAINING, DETAILS REFERENCED tN THIS O�RAmmNC. Building Us�e Cat.: A ALL APPUCASL'E IVRI 3UILDINGS ERECTION c �gS� ANG MUSTRY V, Amam�OS PORTAINI,NG TO R A4 1 x J ary Loaas NONE E19ECTION. INCLUDING `HE C&RECT USE OF -PWpORjW 3RAC.NG, � W -, 7 4)