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Home My WebLink About1998 ROOF & WALL PLAN - 00-00032 - Madison High School - New Athletic BuildingAPPLIED SMAW 24:* COMWIC 2 Ve SWOMH 2 3IC- cinvaut SURFACE I it CMICOGE Act 34 S,PAN LOC WALL PANELS (so ll Bul lilln Code: VUBC Liye LdVlorin Red) 20.0 p:s f TRIALS I MAEE STRUCTURAL STEEL PLATE COLD FORMED LIGHT GAGE SHAPES BRACE RODS HOT ROLLED MILL SHAPES ROOF AND WALL SHEETS BOLTS G"ENERAL 1 OTES ASTM 2. STRUCTURAL PRIMER SHOP PRIMER PAINT IS A RUST INHIBITIVE PRIMER AND IS VD PULDINGS THIS PAINT IS NOT ICI TENDED FOR LONG TERM 36 A323'-- BOLT TIGHTENING REQUIREMENTS) ALL HIGH STRENGTH SOLTS ARE A325—N UNLESS SPECIFICALLY NOTED OT-HE-RyASU- zr� 7 7, Call. Ld gravity j—. Mliftl: 0.0 psf (T 13 PPCVIOED SOLELY FOR CRE a rHe RUILOING &ILSE Call. Lcl 0.0 03f DESCMED IN niE APPUCAGII—C' 0. CROER ANO Wind Soeed: go. 0 M4ph 94ALL .40r BE AIRED. RIEPR(MIKED R USED FOR R Wind EX0 � cat.: a ANY OTHER PURPOSe WITIHOuT p R *#RjrrEN APPROVAL OF VP 9ULDINGS. Ground Snow: X8.3 jo a Roof Snow. NE ;MRAL CONTRACTCR ANO/Oh ---RECTOR IS S Cuu, Snow Exp. Cat .iIN a 7OR ACCURAM C;Odb :,,UAUTY WORXUANSHLO 14 FbAAM :-�ZWWG 1-0S RULDIN - :0 C- 'MTH 1HiS Seismic Zones: a D OETALS REFER ED jml�,,HtS ORAVANG. Sul lding Use Cat.: 4 14-L App-r-AeLz llp Sul NWG--S ER ANN WC�JS'7& 37TANCAR PERT-Li 110N =ICES, - 0 PRePER Auxiliary Loads ER�C�dN. !NCLUDINC -,HE =RRE USE of reif-e-vp"AArly 3RAC!14G. 14 14 Dil 0 014 D14 T 6 5 Cr 3: D14 Finished Floor Elevation = 100'-O" C r i ted) **`XEStimate Only NCt for Const,ru,,Ction rhI3 Drawing is Sealed anlY ash to tna Comoonents furnished ?3�y YP SuIldings -- — I , Building Code, 971 SC This Drawing. Including the information hereon. AncMor Bolt aUCTE 0 -za 11 Live Ld(W/Trit) Req) 20.0 P5f remains We property of VP 3u laings. Call. Ld (gravity) 5 It 0.0 P I 14� tt is provided to[, F-rect the suilding SUILUR Call. Ld cuplift3 0.0 Psf described in tNe apollcaorNe Purcriase Order REY DATE By OESC. Teton WestC Construction, Ti c 0, 4 92 wind Speed: 90.0 mph and snail not oe moulf lea;, reorodUCa(l or% used for any other purOosa wit,hout prior CUSTOMER 177)4E Win d Exp. Cat.: writtan Approval of VP aullaings. MadiSOn High School V7 00. Ground: Snow: 58.3 05f gn Tr a rho I contractor-anil/or Erector Is LOCATICH Roof Snow: Snow Ex p. Cat 3.9.0 Psf so a Y r1esoonsiole Fog-], acauraea, good guality Warkman:*nio in eripctigitnis u i Ong *n contormi*nc& wAtM t 3 Rexburg, T PRo%J Ec r VP SUIUDINGS' IL i 17,U P=-Z� I Seismic Zone: 3 % awlml 6etilis F-erarenc&d in tmis Opawin al icaole VP sullainals �-Ct ion oet31% Stancar Min i I 40QI Madison 100x100x20 VARCQ,—PRU0E?4 I ;t G-,E BUildiMg USa Cat 4 Incustry ��P Ing to, rorakef, arection. jncAUaM,, _rje correct use SCALE Aux I I lary F NGNE rare &moorwy oracing ji NT� Warehouse Dia.A-36 A.BoltS (4)3/4' Dia.A-36 Ao6QltS " Plate L-8" W-94 T-3/8" Plate Elevation= 100,-0, Elevation- D7 08 il (A) I I/ A" 10ia.A-36 A.Balts Plat.. . L-i'l-iw W-10' T-i/2" Eleya is 100,-0. OA z Lj 0 z %--or (2)3/A" Dia.A-36 A.301tS Plate L-8 to w-B* T-3/3* ElevatAon= 100'-0" D9 2 1/2 '1� 2 1/20 LL (2) 3/A" 01 . -36 A.Balts aA Plate L-1 " W-8" T-3/8" E2evaU D 10 2 1/2 Y? PROJECTION (U,0.N-)- E30TTOM OF COLUMN BASE PLATE ELEV. VARIES 40 Plate L—It—i- 4 00 a Elevatiar,= - 05 (4) 4* 0 A A 30 Oil 2 1 /2 . .... 2. mse...... NOTE.. 1 RRC�ErC,7CN 13C'VEE (A) I I/ A" 10ia.A-36 A.Balts Plat.. . L-i'l-iw W-10' T-i/2" Eleya is 100,-0. OA z Lj 0 z %--or (2)3/A" Dia.A-36 A.301tS Plate L-8 to w-B* T-3/3* ElevatAon= 100'-0" D9 2 1/2 '1� 2 1/20 LL (2) 3/A" 01 . -36 A.Balts aA Plate L-1 " W-8" T-3/8" E2evaU D 10 2 1/2 Y? PROJECTION (U,0.N-)- E30TTOM OF COLUMN BASE PLATE ELEV. VARIES 40 Plate L—It—i- 4 00 a Elevatiar,= - 05 (4) 4* 0 A A 30 Oil 4 "' ED i a . A - 1`3 6 A . S o 1 ® L-10 *W 5 T-3/8 E V t 1022, —0 IS a D12 NOTE.. 1 RRC�ErC,7CN 13C'VEE FLU8H = 0 8 G 7710 M IJAIV 53' , TYPICAL ANCHOR TYPICAL COLUMN BOLT PROJECTION BASE PUATE DETAIL FRAMED OPP'NINC.."" Drr:' kGkG T oraWing Is SdalJ313 0 nly aq� Co trio Coffloonents furnismeal try VP BuIldings 8uildi in Code: 97USC I This Crewing. lncludtn the Information Mareon, Anchor Bolt L1 Ld (W/Trijo Red) 20.0 Psf remains the prooertyofVP 3uildings. Call. Ld (gravity) Call. Ld (up 1 if t) 0.0 W2 0-0 PSf Zt is orovicled for Erecj ing tne Building 41 dQ5Cf%toeq in the apolicible Purctiase order AEV 0ATE sy OE-5C. -3 t -.0' rl A -e s �C' o r. s !Z-:, u e- Wind Speecl: so. 0 MPn B and shall Aot be modifiia. recroaucad or used for any other *rpo5e wttnout prior CUST =*Eq s r. H W Exq . Cat ind Ground Snow: 58. 3 PSI 35.0 Psf wr I tt--n Aoorovai of vP Butlaings. The Gqneral Contractor end /or Erqc��or solely rT3o0M3iz1e f3r aczurate, g000 L ZCA 7' N P e x!-- T r! ROO SnOW: Cat.. Snow Exp a tinci tAls ,fity Aorxman4nio �n arec iuur3 ding n conrorm4ACei 1witri this �Lr . s eismic Zany 3 t rtg ta I I's r cets tnis orawing, ai n 'I'D =L�T zc � 4ac n x—,D s— 4�0-x4n o use t Aux i I lary L 3adS 4 NGNE and a, i ix.=Stry stanca a? ?%r-taln lr�cz proper, reczion. inclual nq no c*rr,%-Ct, gas of proper aracing ti CA LE -)*G NTH 5 4 "' ED i a . A - 1`3 6 A . S o 1 ® L-10 *W 5 T-3/8 E V t 1022, —0 IS a D12 7 F E LO ro mj cu Cu 1r 14-7 7/16" 3 1/4 K a a A, 2- Q a a in e r w s 4 PRIMARY FPAMING SIZE CHART A-32-5. SCLT CONNECTION CHA FRAME CLE-E A N PART-No 3 EL G THK X WO IAEB THK DEPTH APPROX.SHIP No Qty 0 i amet-er '® L..= n 9 t1h F-nisnec Floor Elevat"lon =100"-113" m START/ENO LENGTH 1 4 1/2 1 1/2 0 c (", 1 0 15 9 x 5.0 2 La . 0 9 8.5/8.05 155 � 7 2 4 3/4 46 1 "' 3/4" • FLiOCR2 105 x C;. 0 A 141@.105 8.5/8.5 24.5 3 4 3/4" 2 DR 3 .082 X =.O 2@.082 8.5/8.6 1..% 10- 1 i__ 0 4 4 3/410 1 3/4" DCR4 .082 X 5.0 2@.082 a.6/8.5 26A 5 4 1/2" 1 1/2" 14 F L. 10 C R 5 105 x . 50 2@.105 . . 85/854 2A.5 ?_ a 4 1/2 1 1/2 Occl u 5,0 2@.059 B-5/8-6 is.7 7 4 1/2 1 1/2" OCC7 x 5.0 8.5/8.5 ig.9 Occ '065 .O 2@.082 8.5/8.5 23.2 4 1/2 1 1/2 OCC9 .082 X 5.0 2@.082 8.5/8.5 23.2 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Occio .065 x 5.0 2@.065 8.5/8.5 19.9 7 F E LO ro mj cu Cu 1r 14-7 7/16" 3 1/4 K a a A, 2- Q a a in e r w s 4 Ii C1 71j A cu U_ ru cu CU cn cu U_ cu ED U_ OCS3 71— OC;?4 LL_ cu a3 U_ 03 01 ci u u u 1 102'-0 1026-o", 102'-0 102" . 1L 10 2_ -70 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 20 -0- 20 0 -0 00 0 Ii C1 71j A E 41 Ty FqAMrNG SIZE CHART A -32-25 80L T CONNECT Ii ON CZHAPT FRAME CLEARANCE-Z] .6 Finisne��, Floor�,% Elevation 100' 0 (Unless Otnerwise Not.. -No _ L THK X wo WES THK DEPTH APPRMSHIP No Gty oiameter 14 Lenq,- r, A 11 at Frame Line Estimate Only Not for Construction CE 11-5 T On.* bO33.ca ® 895 Bldg'. I Plane: 12 rniz orawing is sealad 8uilding Code' X 50 . 2, r-a 0 5 9 8.5/S.6 IS.7 4 3/4 It 1 3/ 4" oc ci FL50CR36 .059 105 X .0 2@-105 8.5/8.5 - 24,0 'A 4 4 3/4 3/4 2 1 3/4' CCR3 OE32 X 5.0 2@.082 6.5/8.= 26-1 - 4, 5 4 1/2 1 1/2 OCR4 .082 X -.0 :1 2@.082 6.6/8.5 20.1 1/24 A307 BOLTS FOR PURLIN TO FRAME. GIRT TO BCLT LENGTHS. UNLaS NOTED OTHERWISE. SEE JOB DETAILS FOR Wind EXP. Cat Grourd SrIOW: FL50CR39 .105 X 5.0 2@-105 8.5/8.5 24.5 7 4 1/2 1 1/2" D CCi .059 X 0 2@059 . 8.5/8.6 16.7 8 4 14 'Jn 1 1/2 OCC10 .065 X 5,0 2@.065 8.5/8.5 19.9 9 4 1/2 YARCO—PRUDEN OCC9 .082 X 5.0 2@.082 8.5/8.5 23.2 4 Z111 al an (3 a noustry anoapis partaining to proper grect.10A, rtcluaing t.qe, correct use S;: A L E IN 7 S oD cce . 082 X 5.0 2@.:082 B-5/8-5 23.2 CC7 .65 0 X 5. 0 2@.065 8.5/8.5 E 41 11-7 7/16 3 1/4 f 2 4'-4 iViS* Elevation at Frame Line Estimate Only Not for Construction CE 2'-9 3/4 SEE A325 SOLT CONNECTION CHART On.* bO33.ca ® 895 Bldg'. I Plane: 12 rniz orawing is sealad 8uilding Code' anly as)w to trte 1977UIIC 197USC C13moonent3 furn isnad Oa VP 5U1 61 &i ThAs Crawing. including the information hereon. Frame Elevation GUCTE JS 0 t. A325 HIGH STRENGTH BOLTS SHALL BE TIGHTENED IN ACCORCANCE WITH THE Live Ld(W/Trit) Red) PSI` 20 0 PS� 20.0 remains 00 pr000-rty of Vp suildings. CATE NOVEMBER 13. iga5. ALLOWABLE STRESS OESIGN *SPECIFICATION FOR ASTM A325 OR A490 BOLTS" SECTION 8-(c)(1) Call. Ld (gravitY�: Ld (uPlitt)- f 0.0 Psf 0 0.0 pst zt is Provided to � F-recting the Building cleacribed in the j 6iicaois Puramase Order REV iOATE aY SUILOER Teton West Cons 'Cruc t !on, Inc:.— IJ104198 STRUCTURAL JOINTS USING *TURN—OF—NUT TIGHTENING'. FRAME, ANO GIRT TO Call. Speed: Wind 90.0 mph and small ot be 00difled. reoroauced n or used for any other purpose without prior CUSTOMIER M 8 d i VTO TIME 1/24 A307 BOLTS FOR PURLIN TO FRAME. GIRT TO BCLT LENGTHS. UNLaS NOTED OTHERWISE. SEE JOB DETAILS FOR Wind EXP. Cat Grourd SrIOW: a 58 .3 PSf Written Aoproval Pf VP auildlng3. rho Sqnjral contr--;!K�or and/or Erector LaCATION ORAW/CilecX 3. CLIP CONNECTIONS ORARY BRACING FOR USE UNTIL CONSTRUCTION INSTALLATION OF AOEQUATE TEMP Raof Snow' �xp.' 35.0 psf is solely r-esoonsiola for accurate' good uaji�y hqrKmaA7q5 in P%ectlng Enis Rexburg. 10 PRO,�ECT GS VP BUILDINGS is COMPLETE. IS THE RESPONSIBIL ITY OF THE ERECTOR. Snow E Cat 3 ul ding dn fererenCra 36m."S OrSW'ng' 301& Y0� 3ui icings Er-cr-ion oetali:5 4091 Madison 100xiOOx-20 ,6 YARCO—PRUDEN P AGE Seismic Zone suilding use Cat.: 4 Z111 al an (3 a noustry anoapis partaining to proper grect.10A, rtcluaing t.qe, correct use S;: A L E IN 7 S A, N'11"'"""-"' Auxiliary La,aCs NCNE ell, . I pRImARY FHAMING SIZE CHART 1 PART—.NO FLT —1 HK X WO WEB THK DEPTH Ai::PROX.SHIP START/END LENGTH Cx1i i x 7.0 .2150 12.1/46.8 1 9 F--,'_2R8Xi2 1/2" X 7.0 250 49A/24.0 15.0 1/2" X 7A iE4 24.0/24A 10.0 FLe2R6X13 5/16 x 8.0 .188 2 4. 0/37 9 15; 5. 0 FL2RBXIL4 5 05 X r . .5412A . 0 25.0 FL2R6Xi5 112 to x 7.0 t64 24.0/24O 10.0 I/Pit x 7.0 .250 24.0149.1 15.0 Ull 1/2" X 7.0 .250 12.1/48.S 15 .9 A1 e T-ION CHAR T I 25 SOLT CONNEC Qty Diameter LantM 22 VA 14 2 114 10 31A 14 .23 / 4 to 2 as 4 to 3/4 2 5 22 3/414 2 114 M A 2. -old 100 Irm SF 83060 3 A- PRIMA)"'lY FRAMING !31ZE CHART A325 SCLITF =NNECTION CHAr"IT IzqAME CLEARANbES i A325 HIGH STREN 5 SHALL BE TIGHTENED IN ACCOROANCE WITH THE "I GTH SOLT "SPECIFICATION PAR-rl-1\10 FLG THK X WO WES THK DEPTH A P P R 0 X SHE P No Qty 0 1 ameter Leng th Vertical lea' C rance U nder Fr ame at CX17 17'-9 7/8 STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS- SECTION 8.(d)(1) Call. Ld (gray i ty) Cal I Ld (UPI i ft) pst 0.0 PSf START/ENC L E IN G 7-ri DAMV 31416 SUILOER 114 to Vertical Clearance Under Frame at FL3TCX25 = 20'-7 114 3/16 X 133 4 7.0/22,c_j 17.8 2 10 33 / 4 8 f or any oler q dr,o® witmout prior Vertical Clearance UnCer Frame at FL3TCX26 = 24'-0 9/je CX17 FL3R8X!8 0 3/15" X 5.0 .134 t2 2 -Vis-5 - 3 4 3/4" 1 3/4" Vertical Clearance Under Frame at FL3TCX27 = 24'-0 5/16" FL.3R6Xi9 J34 X 5.0 .134 19.0/24.0 10.2 4 4 3/411 1 3/4" Vertical Clearance Under Frame at FL.3TCX28 =20'-6 5/80 A3A X 5.0 1. 3 4 24.0/9.0 i0A 5 4 3/4"' 1 3/4" Horizontal C1'ear ance Between CX17 & FL3TCX25 = 77'-2 11/16" FBX20 L A 34 X 5.0 A 34 9-0/23,0 10.2 6 10 314" 2 to BUT Finis 'l Fined Floor Elevation 100',-0" (Unless Otherwise Noted) P44C 34 X 5.0 .134 23.0/9.2 9.9 7 is 314 &Q 1/4" FL .13A X 5.0 .134 9.2/23.0 8 4 1/2' 1 1/2' A34 X .0 .134 23.0/9.0 10.2 1 1/2 FL3RBX2-51 134 X 5.0 .134 9-0/24.0 1o.1 to 4 1/2 1 1/2 .134 X 5.0 A34 24.0/1 g.0 10.2 11 4 1/2 1 1/2 FL3RBX23 3/164 X 5.0 .134 22A/1 S.5 9.6 CX17 Via,- X 5.0 .13A 7.0/22.9 17.8 FL3TCX25 Tube Aes 5.0/5.0 21.1 FL CX26 Tube 1 88 5.0/5.0 24.6 FL3TCX27 Tube ASS 5.0/5.0 24.6 FL3TCX28 Tube .188 5.0/5.0 21A o J, 0 n.' b033. ca Pr a j ky: 895 Bldg: I Plane: W T' is Crawing is Smaject only am, to the Camoonants furnianad dy VP Buildings i A325 HIGH STREN 5 SHALL BE TIGHTENED IN ACCOROANCE WITH THE "I GTH SOLT "SPECIFICATION Building Code: Red) 97UBC 20 0 P34 This Orawing ncWdinq tme information hereon. remains the ProoeriY Of YP Buildings. Frame _3X11 7 0 Elevation OVER 13. 1985. ALLOWAELE' STPESS OESIGN FOR LIve L a (`W/Trio . 0.0 STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS- SECTION 8.(d)(1) Call. Ld (gray i ty) Cal I Ld (UPI i ft) pst 0.0 PSf Zt is providect forfErecting; tne 3uiiaing desartbed in to Purcmaie order EV DAMV OESC. SUILOER 7 CA17Z "TURN-OF-NUT TIGHTENING'. Wind Speed: 90.0 mph a4piicaoiv ana snali not oa m4iflecl, reoroduced eton West Qons-ruct4-n. 2. USE 112m 01A. A307 BOLTS rOA PURLIN TO FRAME, GIRT TO FRAME. AND I T TO Wind Exp. Cat.; 8 f or any oler q dr,o® witmout prior CUSTaMEA i T:JAE CLIP CONNECTIONS UNLESS NOTED OTHEPWISE. SEE JOB OETAILS FOR SOLT LENGTHS. Ground 58. Written Aporoval o1 VP Suildinss. Madison Hi-h scl, �A .LLB OF AMQUATE 7EMPO SARY BRACING FOR USE UNTIL CONSTRUCTION Snow: Roof Snow* 35.0 psf T?io G neral Contnad�tor and/or Ersctor is so n esoonsl for accurate, good �` 0 3 IS COMPLETE. IS THE RESRONSISI LITY OF THE ERECTOR. Exp. C4tj%.' I ua 1gy warkman4n I I in erecting,r_Ais Ing in Rext3u VP SULDINGS CaAW Snow Seismic Zane,10 3 Ul conror, ACIP W11-A t r° as 6 t e ails 1-4 ei-encea %,n thi!% rucwin<�. all V! icaol It VP Ilaings Ersct;an idtaIA3 P -4 0 Madison 0 0 x I,! Building Use Cat.: 4 4 and a noustry� S ndaras portainina to 7'ropar t BUT P44C t Auxiliary Lana NGNE 5amoorary 5rkY NTS PAR-11"—Nc) p R I R Y FRAM G S' Il LZ;c' C=HAR T y 7- T, T/ E N C, C X 290 CrCNNEf.-_T1LZ-N C L FL4REX,340 5/161t X 6.0 134 2'__5 2 2� 0 . 5 in ca U- U- 3/81, x 6.0 1-34 2 .3 . 0 22 3 . 3 0 FL4REX31 3/8" X 6.0 IaB 2 23 . 1 4 j2 ::: 400 . 1 zz Ise 3/8 x ® IiH A2.Al2,A � ,(� FL4RBX32 3/8 X 6.0 A34 22.9/20 a] 13:14 2 2, . per, C x 2, 9 3/16 x 5.0 . 164 7.0/29.9 407.7 FL4PCX34 Pipe .183 S.6/8 . e 2 . cc m. CLT CrCNNEf.-_T1LZ-N C L a m e te ma r - ric n C!2 f- 2- C-3 in ca U- U- CX 4 ;Z 44 3 A '=114 nce 'otwPell Cv` 10 4 1,0, F! cr --,,cn 1 zz Ise C3 a3 =/4* 20 4 1/2 LL 0 m cq A me I .Q La 2 @ 4'-4 iViS* =v--at ion a- Fr-'"". Line ESIC-imate CnI Can--ruf-t4on Y11 2'-9 3/4 SE E A 5 SO C L'11' =NNE"T"N CHAR'. Plane.* it ��:s is sea'-ad znly a� Yp on: b033. ca Praj ky: 895 Bldg. mand"..i— r- u J; jac 1. A325 HIG' STRENGTH BOLTS SHALL BE TIGHTENED IN AC1--RCANC,-E 7-H —Ir-Z ion rezatfts L-2 L 2 P NO-V_FMS R 13, 1985, ALLOWABLE STRESS GESIGN *SPEfCIF-j.CA7.cN CA �71 f 0.0 09f I su _rLZ_c5q f STRUCTURAL JOINTS USING ASTM: A32 UM75—C -rkuc cn, -n- 1041r%L cz, L^ Curb. *TURN-CF-NUT TIGHTENING-. :mpn URLIN TO R P R FAME. GIRT Tlj AMC 3 _-rA T 7, 0 09: 2. USE 1/2* OlAt A307 BOLTS FO wind =EX a CLIP CONNECTIONS UNLESS NOTED OTHERWISE. SEEM J08 GE7, A -1_3 FCA SCL T ---4G "r-tS - Grcumc! Sraw: 58 .10 L=A MPORARY BRACING i:�;CR USE t�NT` =%4S77-LC7"r_0N rn C-AAW 3. INSTALLATION 0 UATE TE, 35.0 S f mexturg, TTY IS COMPLETE. IS THE RESPONSIS ILI OF THE ERECTOR. v YP BUILDINGS 7:3 r. ij G S I in ca U- U- cu cu C3 a3 V-4 0 LL 0 m cq a] cm cn U- ca U_ -7 FL4paXZ cu 2 7 mr (2)FB4024 0 2 4 4 Ln FB3014 C111 FB2090 `14 — — — — — — — — — — — — — — — — — — — — — — — i® — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 001, 50, La 2 @ 4'-4 iViS* =v--at ion a- Fr-'"". Line ESIC-imate CnI Can--ruf-t4on Y11 2'-9 3/4 SE E A 5 SO C L'11' =NNE"T"N CHAR'. Plane.* it ��:s is sea'-ad znly a� Yp on: b033. ca Praj ky: 895 Bldg. mand"..i— r- u J; jac 1. A325 HIG' STRENGTH BOLTS SHALL BE TIGHTENED IN AC1--RCANC,-E 7-H —Ir-Z ion rezatfts L-2 L 2 P NO-V_FMS R 13, 1985, ALLOWABLE STRESS GESIGN *SPEfCIF-j.CA7.cN CA �71 f 0.0 09f I su _rLZ_c5q f STRUCTURAL JOINTS USING ASTM: A32 UM75—C -rkuc cn, -n- 1041r%L cz, L^ Curb. *TURN-CF-NUT TIGHTENING-. :mpn URLIN TO R P R FAME. GIRT Tlj AMC 3 _-rA T 7, 0 09: 2. USE 1/2* OlAt A307 BOLTS FO wind =EX a CLIP CONNECTIONS UNLESS NOTED OTHERWISE. SEEM J08 GE7, A -1_3 FCA SCL T ---4G "r-tS - Grcumc! Sraw: 58 .10 L=A MPORARY BRACING i:�;CR USE t�NT` =%4S77-LC7"r_0N rn C-AAW 3. INSTALLATION 0 UATE TE, 35.0 S f mexturg, TTY IS COMPLETE. IS THE RESPONSIS ILI OF THE ERECTOR. v YP BUILDINGS 7:3 r. ij G S I HARK 6RCID I SH-002 5RO03 7ROO i 7002 78003 paC BAACILNG LENGTH 01AM 3io—o 9/16" 0 Van 27'—S 3/A4 0 3/8" 3j,_0 9/j6" 0 3/8' 274-8 VA4 0 3/80 32@-0 5/16" 0 3/34 p% j n amp Estima e, Only Not for Construction I A Z41 Y occ I only a4 to tyre Camoonents furnished a"Y VP sullaings occ IL - - - - - - - - - -- - - - - C 1 A X I - - - - - - - - - - - - CX17 M - - - - - - CX29 - - - - - - - - - - - - 11 Roo Primary allCTE 0 xi M Live Ld(W/Trlt) Red) I1® L:1 (gravity) 20.0 pst 0.0 0-0 f remains the property at suildings. t the Building tt is orovidea for Erec,jnq 'in U-1 DATE LL OE BUILDER laATE Cl PS aescpibed the apollc le Purchase orcer CC U West Const-ruction, Inc CIS in I 90. 0 mph _J11 U- x a] cc FL3TCX28 41 Wind EXP. Cat.: H 81 Cif , > U- 1 CU M =I cu lu U Ila :CUSTOMER Mad Son Hiqh School Cn U. cc I Ground Snow: Roof Snow: 58.3 35 .0 psf The General contrac *P at d/op Erector ia Solely mesoonslole to fir aC;:Urate. good Workman4nio U- r CM -j FL3TCX ORAW/CHECK Ell N x t Fri Ica U FROjEC 17 INGS VP SULDINGS Seismic Z13ne-. 3 F'L3TC ca -j U-1 q� U a: CC (V co Ul Cn ju U Wo a .6naustry 5taoaar�s pertainina to ar000r aroction. inc,ual - q tn Jae tamoor,3r,/ onaci-ng. i a corr%,dt use I SCALZ NT� LL U- FLT CX2 LY L� r1V cc I M ti cc C tj I" Vu -j I Cn x U 0 in fi I cc clu X M 001 cc Iq U- — — — — ® CX11 — — — — — — - — — — — ® cc I CX1 .ate ® — — — — — ® — — — — LL CX29 — — — — — — — — — — — — — — — — — occi occi p% j n amp Estima e, Only Not for Construction 7h15 Gnawing Is Sealad only a4 to tyre Camoonents furnished a"Y VP sullaings B ilding Code: PUBC This Drawing. including me information nerson.' Roo Primary allCTE 0 JOB 0 Live Ld(W/Trlt) Red) I1® L:1 (gravity) 20.0 pst 0.0 0-0 f remains the property at suildings. t the Building tt is orovidea for Erec,jnq 'in EV DATE BY OE BUILDER laATE Call. Ld (L113liFt): PS aescpibed the apollc le Purchase orcer Teton West Const-ruction, Inc 11/04/98 Wind Sp 90. 0 mph and small not t)e npCjAf%*6. rtoroduced for Wind EXP. Cat.: B or used any other aurpo5e witnout prior Written Aparaval of VP 3uildings. :CUSTOMER Mad Son Hiqh School TrmE 09: 17 Ground Snow: Roof Snow: 58.3 35 .0 psf The General contrac *P at d/op Erector ia Solely mesoonslole to fir aC;:Urate. good Workman4nio CATION Rexburg, 10 ORAW/CHECK Snow Exp. Cat.: g,uajity j n ef,ecting,'".1113 I ding t tA t .3 c on r or m4nc a FROjEC 17 INGS VP SULDINGS Seismic Z13ne-. 3 Awing., U�n t a ails rsreren� 'ed in tnis Orawin all 3�?'�caole VP sullaiqgs EErja ction Oetal.3 A091 MadiSan 100XIOOX�00 I -- - YARCO—PRUDEN E3uilding Use at.: Auxlliar'! LOaCS NCNE Wo a .6naustry 5taoaar�s pertainina to ar000r aroction. inc,ual - q tn Jae tamoor,3r,/ onaci-ng. i a corr%,dt use I SCALZ NT� Warehouse Estimate Only No.-L- for n l n i� a�� Estimbte- Only - Not for Construction � � 5 ----------- SECONCAPY ------------ only 39 to tne Comoonanta furnlabed by VP Buildings MARK LENGTH THK DEPTH EZW70 ZW68 rio .082 Se J, EZW70 24'-il 1/20 A05 8.5 ZP 75 ZP75 28 -7- .092 .5 ZP75 Ca 1I . Ld (gravity) a .0 Psf 86.5 i� a�� Estimbte- Only - Not for Construction � � 5 This Ora wing Is sealad only 39 to tne Comoonanta furnlabed by VP Buildings EZW68 EZW70 EZW70 EZW68 rio Rocf Se aUCTE 0 20 - 0 psi ZP 75 7P76 ZE-75- -e( Ca 1I . Ld (gravity) a .0 Psf It, is orovided for oecting the suiiaing ZP75� 1 -7 L --,"P76 �u- ZP75 f-ZP75 CATE Call. Ld (UP lift) PSP described in the aop�gicabia Purchase order ZE75 10ArE 7 ZE 6 OESC. Z P75 West Construction, Inc . --- ---------- 1% - i I IOAI98 Wind Sneed: 90.0 mph -Y 13 -7 R 7P7F; 7P78 ZP75 CUSTOMER i� a�� Estimbte- Only - Not for Construction � � This Ora wing Is sealad only 39 to tne Comoonanta furnlabed by VP Buildings Building Code: -- - - ------ - ------ 97UBC This Graving® including the information hereon, Rocf Se aUCTE Live Ld (W/Tr!13 Rea) 20 - 0 psi nemains tne prupertyl;� o f VP sullaings� cc) nd a r y Ca 1I . Ld (gravity) a .0 Psf It, is orovided for oecting the suiiaing i SUILOER CATE Call. Ld (UP lift) PSP described in the aop�gicabia Purchase order REY 10ArE BY OESC. i Teton West Construction, Inc . --- ---------- 1% - i I IOAI98 Wind Sneed: 90.0 mph and snail not be mocqf.ted. r�%Oroaucqa or urea for any otner ourpo3e without orior CUSTOMER TIME Wind Exp. Cat.: B Written Awrovai of P Bui hinge . Madison Ht,gh SC-11001 09'17 Ground Snow: 58.3 P The Gqneral ContriclOr and/or Er%ctor for LOCATION Roof no 35.0 psf is 3qlaly reap onszo e acz:urar.,-,. good ua4ity Aarxman .�n eflectinMmis Rexburg, 10 VP BUILDINGS GRAWOMECK Snow Exp. Cat.: I uildina n con Grm4oce with t 3 tswin talls r-erbr-encea ip this ocawing. Seismic Zone"" "fat.: 3 all Ole VP 3Uilaings Er,±ctlion Cetails ... .... - ---------------------- - -- - ------ 4091 MadiSon IOOXIOOX20 VARCO—PRUDIEN PAGE 13uilding use 4 ana ;3 oustny staoaaras per--a Ing to pro?er 8�r,3czlon. inc!juaing tne corfsct �jse SCALZ su I LJ, I M -5 Auxiliary Laaas NONE of Lem arary aracinif NTS --------- - Warehouse M _XXXiEstimate OnI. Not for Construction i y ® b033.ca Projky-. 895 Bldg: I Plane: S. 7 rn-is Orawing is Sealed only 31 to the Comoonents furnlsna� my vp suildings - Building Code: 97U C 9 7UBC Th Is Orawing. Including the information hereon. Roof S h %e eo t i n 9 13 Red Live Ld (W/TrII3 Red) 20. PSI 2060 P's remains the property of YP Buildings. i. Install Sheating FroM Left tO Right OOF STRUCTURAL FASTENERS 2. PRE—GRILLING J/8" OIAMETER HOLES FOR R avi tv)! Call. Ld (gravity): Call. Ld W131ift]'- wind speed: 0.0 Psf 0 Psf 0-0 PSf 90.0 mph It is orovided POP Ersiting -,Me suilding aescrioed in tmo apoli��aoia Phircnaso order and sAall not 09 aodifled. reo"ducea or used for any other buroaze without prior AEVIOArE By OESC. ft I L ZER Teton West, ronSprUC-4-n. T C .4 A Ca .4 '7 C.;STZXEq MAY aE REGUIRED AT it SAGE PURLIN S. NESTEO PURL--,NS, PURLIN LAP Wind Exp. Cat.: B writtan AoOrOVal Of VP;BUildingS. -MaC. iscri LHiaM Scnaal., -0 9: 11 LOCATIONS. ANCl/OR SECONCARY STRUCTURAL BEAMS Ground Snow: 58.3 psf Th 0 G i contrac orfand/or Fi-ector i 7fnqra_ for 3ccurata L Z CA 77.? ON -N "ext3url. , 3. ROOF SHEETS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTIEM, AUTHOR IZA1'I ON IS PRCHrBITED. Roof Snow- 35.0 psf .3 solaix, I eSDonsiole good wGrkman!sn16 inj�erectinR,tn t L U VP BUILDINGS REMOVAL OR ALTERATION WITHOUT PR IOR Snow Exp.' Cat'. rality 3 u I ding n conformoncl with r tails rertfltnceo tnis onawin "'?1tC*o1e 4aCjSCn 40OXICCX' RU 0 EX ------------- ING AND TRIM FASTENER SPECIFICATION. ® SEE JOB OETAILS FOR SHEETI Seismic Zone: 3 1 &Q a �rrectlon c3eta I VP sull n I a standva aaralninq to vARCO—P PACPC Building Use Cat.: 4 WC a i ndustry InC, U11119 tne corredt use PeCtIon. SCALZ N Auxiliary Load$ NONE of te rac Ing. f - - - - - - - - - - - - - - - MARK L E-N G-at LEN G H 74*1K C3 1 2 '-7 —NG c S2 2-1 Z G-2 7 5 S R c4W S 9 G'AA 10 10 0--,,l c q I C e. RKAQE G* isms' s -- 4 4 ZG3 12 IQN-- V40 9.5 Z IS 17 Z ^as 0-1 J A ME R C14 So cl tin -- I LEN G H 74*1K Ol 0 —NG Z G-2 7 5 S R c4W S 9 z G #S o, 5 Q A.MS-5 c q I C e. 4 J AINE: L CW -- 4 4 o fS 'AMS R CW I =2 J A ME R C14 So M T rod Bldg: an This Drawing Is Sealed only an to the Comaonents Furnished 13y VP auiidinga Install Sheeting ' i Hiqh Point (3) to Low Point () Building : ' d ( Tr iO Red) U' Q f Ti bra i�. ii��t�ir b�e Information xcr �t��t, remains tre property at Buildings. a I IUCTE 'Jos . INTEGRAL PA T T STRUCTURAL SYSTEM. Live L d a m - _ REMOVAL OR ALTERATION WITHOUT a a r Ea�_ctza�g t� x ldsr�� Il��1EA aAT -_ q E. AN T � � T� p�'+r @4T .W FOR 3 SEE T :.. �T n'@ sm 4 9 � w ��R�l f �l � a a 4 , '�� t �� . � Lai cad � r�� order ��r q _ , E�' DAT Y ,� ESC. - T an n [ � t'q o, Inc. �1�9 M34.da :66J g l i:,p .. 1/04/98 ®. � � � :: STRUCTURAL - 2. PRE-GRILLING 1/8* }SOLES FOR ALL F TEE p� - id � Speed: a and d..i 1 not �'�modified. - �°'e ,�..gypp � ��4d ar used For �� h��° �ur�� ittld�� prior CUSTOMER Tr E jp�� MAY BE REQUIREO AT it GAGE IRTS. NESTED S T . GIRT LAP' in m Cat.: _ rittan Approval of , V sui $ zng3. Mardi i� LOCATIONS. ANO/OS SECONCASY STRUCTURAL SEAMS Ground Snow: 58.3 Psf 3 f The Gen ral Contrac", is 230le r- eeoaraeio for Roof Snow., no xp Cat � Ps i x aczur ate. good ire areCt n tale Yality.wo"Inaniniol, iCin n conror mance with t Rexburg, 1 O�AW /� , m Seismic Zags: a ai �r�rr etas? r ee erer�cea in tn,3 orawin e z I a� 1Ca b le vp aul lain z �rtct zon o f ll� ��43�iE�7 4091- Had i son 4, O B., 4 w � _ _ , .a. � �� tr N �,aa�ea•° _ ��°�er er`�c ' � y, 5t. � tQ 1�� ilq "e carted t use < i t11- 0I5 l _- -K G T '.-Ii I, 4. ® F,14,G 711-4 7/A- ::7- y- a n, WIP) 4 J XXI I CIO 7/1, - �:zypt4an WhIlte W,12 2 7 29 -yp an White (K X' �w 1 -= 27 &- L 7/1 5* - r, �cy�- i n - a h t Wie X w 1 -14 28 -1 7/ 1 55 25 c an n z e It < SP, C, 2-0 k.K)cL W h. i XXIL-) -a r 3-ranza- 220-1 7/ i S ez; :7g y pt i a n Wh 4t A (KX XL 7 ,1'-- 7/ �-Ypt i an ', q M y p tt. h p-w- 7 P w 2 a 7 -4 4 4 1 A p;; — gypt ian If h i f ty :r -YM4. jan Kh i t e (K X PRW222 2. .0 - Wh c 20*-7 7/1�0 --yptian W h i C K X L) PA 7/10 25 -;' ' ar, r- Z W hile tKXL) -Ej 97-yptian Wh i e (K=, PRW6 /45- 2r.-, ;7gyptian Wb Its (X)(L) PRW7 0® 247 7/1 0 25 Igyptian White O(XU PRWB 2:5'-1 7/iS* 25 ::�gyqtjan White Ml FRWS 250-7 7/160 25 ESYPtian White DMJ WOE 's' to low Pt-,nr-fs) a e ns ing ,jN T j%4: AA T CF T�� S TRUCTUPAL SYSTEM. 2. WAUL SHEETS A4qE - " ZA ,kLTSpA,r *r,,,N U Pq TOR A UT.HCP 7- TICN IS ;EUCYAL -3 R 1:4 rR- FASTE.NEA -'8ET NG T O. SEE x CE"AlA.LS FO.1; S! M N B I -= LES 'CA WALL S-r-UC71UPAL FALSTEN_5 C Al' 4 GIRTS NESTED G:11*14 %2 1-11 ,A-y S-1PvC7URAL S�EAMS LCXATICAS. ANCIC-R SECC�z R m A P F,14,G 711-4 r- Ar n z e Pa is r--4adn E.-anze as F an z-,znze maC 1 RF p11 0 4 0'—D" Pa--Arician z-'%- a n z e "X XL ,3 a P =��nze C K Xv t P4 KAF 20 ,2c :2f%-nze c an n z e It < SP, C, 2-0 k.K)cL j DF'�4 -a r 3-ranza- Pa,,r an =--nze fKXl xx* z)timate Orilly Not for onstruction **x WALL ELEVATION Al- WL tE i - 4 o LC C LC C d - --v _4 4- E,3 4 =- WALL a .Estimate 00jy Not ELEVATION AT WR X *f* -. _._ for a ---- -- ----- - - - - - -- -PAME3 OPENINGS ----------------- �1 DEPTH _-- e- -__ - -� J _ (�J DOE F3 T f MARK y�r —_�{ _(�j�+ � �g� ("1 �1i k "947 C i t K OEP [ H f�� F0# —L-O '� �� [� MA a ?�� T(� Lam& f i I 1 HK �r1G� a 6d a MARK LE—NGTH 1HK a m Plane On: 4 9 Bldg: i m Sealed onl'i as to the camconents turnis �ad oy V wilding T�� Or�1t� 1 W 1/ m y � e d � GIRT �� M UNLESS - id� ZETE j ®- ilk" m m Code: Building � t f3 is HEAD i 9 i 1.4 28 * — i 3/4' 059 ' 8.5 i CG2 '� 1124 059 �,5 _ m Z 8 19'— g A'/ m459 i .JAB W i 6 It -5 f m T n � �� 1 ��m . :f G5 g 16'-2 ! * _ a . i m _ 1I � � c�d m r� or used for a � tithe ; Ourpose witmout prior ��it t � i I Irg AprovaL G A iO iO 20'-0'* . 059 m is SHOULO BE PROPERLY REMOVAL ALTERATION L SAT WITHOUT T P T c T OR TZ ATZON I PROHIBITED. J- ! ® 6 ter � . e� Gn ral Contrac r and/or Erector A0 -06® .059 Roof Snow: 35.0 good u + ty 4ork 11 ri io n ;Pp c IX' En i ZGli —:ems 3/4" n 8-5 BUILDINGS J G1 13* —2 /4" .0 8.5 PRG�ECT' 4 91 Madison a Z � ' —10 11 � .�5� m 5 ZAB i5l—i 35 /io ®059 .5 - 4 o LC C LC C d - --v _4 4- E,3 4 =- e its a". tr1clustry �t ,,d r° t'tr�IlilfS t suilding use Cat.: 4 NCNE Aux'-11ary Load or o?or arection �� s'_u0in Xh +�m'orro t 'ash �+a'a� t ' a; 3 { Waranouse TI- } WALL a .Estimate 00jy Not ELEVATION AT WR X *f* -. _._ for a J _ p 1 a m Plane On: 4 9 Bldg: i m Sealed onl'i as to the camconents turnis �ad oy V wilding T�� Or�1t� 1 m y � e d � GIRT �� M UNLESS - id� ZETE j Code: Building � t f3 is U . , is Ora wing. including he information nron, �r t 9: 1 . E. CONNECTIONS. � GIRT, � E BRACE To F RACE SEE JOB ETA ITS m . 0m W 4 described i tne ao: icaa1a Purctse Order T n � �� 1 ��m . DArE / m _ � T T �' � INTEGRAL P T THE ALL T T FLANS ERECTION SHEETS. INSTALLED i m 1I � � c�d m r� or used for a � tithe ; Ourpose witmout prior ��it t � i I Irg AprovaL c m is SHOULO BE PROPERLY REMOVAL ALTERATION L SAT WITHOUT T P T c T OR TZ ATZON I PROHIBITED. m rJn� r��m � ter � . e� Gn ral Contrac r and/or Erector _. Roof Snow: 35.0 good u + ty 4ork 11 ri io n ;Pp c IX' En i BUILDINGS Snow Exp. Cat 4! Z t� "AP1+ n, con ormabc* wi En • t z . � .rc en ,, rer r°� c. s ir1 ti petal , PRG�ECT' 4 91 Madison e its a". tr1clustry �t ,,d r° t'tr�IlilfS t suilding use Cat.: 4 NCNE Aux'-11ary Load or o?or arection �� s'_u0in Xh +�m'orro t 'ash �+a'a� t ' a; 3 { Waranouse TI- } EA3L.PRFi IA lip c 4 4 IWO tS 0 Rjur 4- tA) EAZqv PRF1 un 3: L I WALL ELEVATION AT,WR Estima"Le Only Not for Construction x** On: bO33.ca Praiky'. 895 Bldg* I Plane: 3 I - install Sheeting From High Point (s) to Low Point (s) 2. WALL SHEETS ARE AN INTEGRAL PAAT OF THE STRUCTURAL SYST Mi. REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHISITE 3. SEE JOB OETAILS FOR SHEETING ANO TRIM FASTENER SPECIFICATION. 2. PRE—ORILLING J/S* 01AMETER HOLES FOR WALL STRUCTURAL FASTENERS MAY BE REQUIRED AT 11 GAGE GIRTS, NESTED GIRTS. GIRT LAP LOCATIONS. ANO/OR Siz-CONCARY STRUCTURAL BEAMS I WALL ELEVATION AT WR *X* Estimate Or Il% r y - Not for Construction s Orawing 15 Saaled only 32M to ----------------- SHEETING ---------------- --------------------- TA 1M ---------------------- MARK LENG TH THK COLOR (FINISH) 97USC 20.0 PSf FO# MARK LENGTH COLOR (FINISH) 7= 0 PRW10 e -e-i 7/164 2 5 Egyptian White (KXL) CT20 CAA 3-y -Csc. Patrician Bronze (KXL) PRWii 26 -7 7/150 26 Egyptian White (KXL) EA3L aesc�-!Dea in t'ne 3000: 1 :r—_Ae and SJ%a no :3,0 �ny Zt.0 *Se Ol. _N1 or, usea dor tPloCr -_20, t ltctn Patrician Bronze (SP) PRW12 27*-1 7/154 26 Egyptian White (KXLI EA3R Ths Z-eneral :-Wyt,-��Ctzr Patrician Bronze (SPI PR 15 27'-7 7/iV 26 Egyptian White (KXL) PRFi 35.0 Psf Pat rician B ronze (KXL) FEZ PR W1 4 2 8'-1 7/iSa -5 Egyptian White r- (KXL) RFRiO 10'- 0" Patrician Bronze CKXL) aw PRW1 5 22'-7 7/i6a E 2e 6 Egyptian Whit (KXL) RKFi6 iS'-3g on Patrician Bronze (KXL) n PRW16 22'-1 7/i8d 26 Egyptian White (KXLI RKF20 204 - * Patrician Bronze (KXL) ah PR W17 2 -7 7/ 5m -6 Egyptian White (KXL) RRC20 Patrician Bronze (KXL) PR 15 21 1 7/iSo - 2 6 Egyptian White (KXL) SP C20 Patrician Bronze (KXL) PRW -ig is 15/164 26 Egyptian White (KXL) 1 DF14 J4 -3d Patrician Bronze (KXL) PR W2 20 71160 26 E csyptian White (KXL) i HTS14 JA* - 611 Patrician Bronze (KXL) PR W20 7 15/15' -A 2 6 Egypt ian White (KXL) I JTJA iA' Patrician Bronze (KXL) RW2 P 1 7' -10 j5/iV hi 25 Egyptian Whit (KXL) PRW22 -4 iViS" 2S Egyptian White (KXL) PROS 2 0'-7 7/7 /i6" 26 Egyptian White (KXL) P RW4 23#-j 7115w 26 Egyptian White (KXL) PRA 5 231-7 7/je" 26 Egyptian White (KXLI PR 24'-1 7/1 6 ' 26 Egyptlan White (KXLI PRW7 24*-7 7/15" 25 Egyptian White (KXLI PRW8 25*-1 7/16a 26 Egyptian White (KXL1 PR WS 25'-7 7/iS 26 Egyptian White (KXLI .... . .. . . On: bO33.ca Praiky'. 895 Bldg* I Plane: 3 I - install Sheeting From High Point (s) to Low Point (s) 2. WALL SHEETS ARE AN INTEGRAL PAAT OF THE STRUCTURAL SYST Mi. REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHISITE 3. SEE JOB OETAILS FOR SHEETING ANO TRIM FASTENER SPECIFICATION. 2. PRE—ORILLING J/S* 01AMETER HOLES FOR WALL STRUCTURAL FASTENERS MAY BE REQUIRED AT 11 GAGE GIRTS, NESTED GIRTS. GIRT LAP LOCATIONS. ANO/OR Siz-CONCARY STRUCTURAL BEAMS I WALL ELEVATION AT WR *X* Estimate Or Il% r y - Not for Construction s Orawing 15 Saaled only 32M to t�4 CZ.000nent3 �w Ty vo I Building Code: Live Ld' (W/TrtO Red) 97USC 20.0 PSf is Orvjwln% Wall sn=etinq 7= 0 0 Call. Ld (gravity) 0.0 ps f 0.0 W rt i3 5ul—f g RE Y CAA 3-y -Csc. , , G A C411. Ld (UPlirt): Wind Speea: Wind Exp. Cat.: 90.0 mph B aesc�-!Dea in t'ne 3000: 1 :r—_Ae and SJ%a no :3,0 �ny Zt.0 *Se Ol. _N1 or, usea dor tPloCr -_20, t ltctn West �-ns-nt C r Ground Snow: 58.3 Psf Ths Z-eneral :-Wyt,-��Ctzr CA r -_"34 Ra o f Sn (3 w: Snow Exp. Ca.t 35.0 Psf Q,02 Ek@@' FEZ CAA-M i Seismic Zan 3 aw - n 4 alA a a. 4cg _$�n .4aa, Cx x 2 Sui luing Use Cat .: . _r-ct AUX11tary Loads . .......... • NONE I t I V 6 CU 6 On: bO33.ca Pro j ky-. 895 Bldg: I P I an e.' 4 is OrawIng is Satiled anlY to t no camoonents furni!jlnad by vp suaidings t. U -USE- 1/24 OIAMETER A-307 BOLTS FOR GIRT LAP, GIRT TO FRAME. NL- -0. ESS NOTE Building Code: L d(W/Trib Red) 97U C 20-0 Psf �rhis Qrawin,4. including trio information her remains the PP 6oarty at vp suilaings. a econ ary M a TS I FLANGE BRACE TO,FRAME. FLANGE BRACE TO GIRT. AM ANO HEACER CONNECTIONS. ®i (gravity) Cc I I Ld 0.0 PSf 8U—ILQE-11�— SUILOES -S E E JOB DETAILS F O B LENGTHS. 2. WINC FLANGE BRACING ASE AN INTEGRAL PART OF THE WALL STRUCTURAL SYSTEM ANO . Call. Ld (UPI i f t) 0.0 QSF Z. i-9 provided for erecting the suiiding coscribed I n the apol'caolo Purcmaso order 1. 4 REY DA �fE By OESC, Te tarl T Tetarl W, Wes t Cons +C-Lruc t.- I cn, Inc ANC SHOULO aE PROPERLY INSTALLED PRIOR TO E-EqECTION OF WALL A140 ROOF SHEETS. Wind Speed: Cat.: 90.0 mpm B ana snail not oe mocsified, reprocucea I W Used POr any other purpose without prior TOM CUS ER MadiSon Hi,ah REMOVAL OR ALTERATION OF WALL 8 RACING WITHOUT PRIOR AUTHORIZATION 15 PROHISITED. Wind ExP. r-8.3 Psf writtan Aaprovai of VP auili3ings. . ... ..... , -SC1100i 0 S.- GroUnd SnOW: Roof Snow: IV 35.0 PS f 7h - 1 a Qnera contraci�or, and/or Erector i3 sa'OeIX resoonsiolLq for accurate, good ality 4orkinanInio fin erectinq tnis I 77 - -- 1LOCATION -- - -- Rexburg, ro I vp Snow ExP. C9tJ- I ding Ince Wzt.11 t6is n con arm, Pul-I : PRCjECT '-i BUILOINGS Seismic Zone in tnis cr5wzn aQq1jC3o1e VP 3ulilaings Er-ection Qecall� ��a 4 0 93 4. Mad i 1-00x20 VARC:3—P:RU0E Building Use Cat.: t 4 i and a naustry St ds pertaininq 'of-opet- %f-ect zor I, 1nCTd`a':%ng the cornedt f"Ise r� ali O' I L' I N G- As jv i Ar'v Loacs NONE z3f tamoarar- inxr.in II f. NJ 7 z P% n I M -__-® SHEETING --------------- - MA RK LENGTH T H, K COLOR (FINISH) PRW1 20'-4" 26 Egyptian White (KXL1 Tmma Ora wing in S831ed only 3 t tme Camacmenta !:y Building Code® 97UEBC This Orav,rpq. ip.cluclr'�g t"10 1 t Live Ld (W/Tr-113 Red) 20.0 p5f f'o-ImIns Me OJI=a�rty of 'm SU- Sh I n a Call. Ld (gravity) 0.0 Psf 43 far S-C�bf—!-ng t.--e 5U-"-=:rVg (Z:A 9L q ::A, z Call, Ld lucliftl : 0.0 ps aes�r'.�-ea Im --I%e aoolacac*.�I? z%jr--nase CZ=. 1 1 -^n 6 "rs If-Uc on, 17 4 Wind Speecl: 900 mpas m aria smal; not �-@ MOC114'. m ar t43C13 iz�r *fty 3tn'e-rl ;Ur-je--me d:utcou-' pe or I Wind Exp. Cat.: M111-te-n ADOV-0yal zf va au I:* let-gs -MaC t Sar. H4 cn SCnCo 1 F Grouncl Snow: 5a.3 or -a I - LZALA 7 CH Roof Snow: i 1;t --jOzp'3 z 3 ac =--w- a it Z. sz--'d -ng V i IV: P BUILDINGS ZAAA, -a'( -a'( Snow mxp. Cat; Seismic Zane: 3 'r :3 � r. 'win -et?_3 --'v�ce*2 !-'t -kqLF - , . I I Building Use Cat., 4 ana i 1 z t u� n -1� --Us 5 r °. : i m '.:,_2 I '9 ma VA-RCO— PR UC ES '14 . . . . . . . . . . . L 1^ C- ----------------- ----------- ------------ M Ar"' K LENG ,061 ell 7 4 :50 51 4 3 -- - - ------------------ ZGA8 Zr4Ag ZS4 9 ZG48 z • a z • 13 -4 IS z 49 Z G 4 0- cu c 4A �.2 4 5j — — — — — — — — — — — — — — — — — — — — — — - — — — --- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I J WALL ELEVATION AT WB M** Estimate um,ly Not for Construcz ion 4 P I an • 5 bOZ3. c a a k y: 895 Bldg: •P IS Se 3 2R --'I al aid .............. A -310 7 SCL 7 S F OR G7 7 R `4 F FUME- ,m M, E But Ia4nq C-ce: 41 L4 �6 - p s r y Z-0 I's :�-* _,O�-Qeriy of, vp wa e FIT. IL-o N/Iriz qe:c:) Bpi -0 qAmF .4 a A,,qC =NHE 4S_ _ANGE BRACE TO G JA j.0 C%*11. LZ (gravizy): 0 -0 1--act--ng t-me 5u, la--ftig :A -Er XS OETAIL-5 FOR 5OLT LEI am i 4 E --E _—._ - WAS- ------- C II I . L U P# 0.0 -S, UA+Y 1 1.0 *01.1caole -n .ACING ASE AN --,N-T-ZCNRAL PkP-, C�,F 'iHE 14ALL S-,;ZL!CTL'PkL SY!ST-=,4 ANC j W-_IND ANO FILANGE 3P - al., -0 t ze madle"gia. -Vcc-,3=cw i : A pt a smeea: :_zo .3 acn WC Sri -INS-ALLED Pq CP 0 E-�Cr-'N OF WAA-!- ANC �ZcCF S T- SjHCLL3 BE =1CPE7-Ly SHEE a. ---*r --Zed zw- Vy C-3 TZ M E R ---TCS Z 7ICN I S P""CHr3_7'!E7 a r 70 7 rpgZ --c-cr, --t-v" scr- Hi on MZ14CYAL OR ALTIE.PA7-_VCwN OF BRACING '01!:THCLj' ALi. Grcunci Sr.aw-. 52. Z-Psf L X-k =14 f .;:;c a f 'Zinaw: , lzr 3ccuratt. Snow Exo. Ca4-. - ;_=:.-Sq �_n VP BUILDINGS' a-' * VARCZ—PRU 0 EN vp • I 4aCisan 3: u I c: n g U _5 a arla I _ -_ I &,- �CIL45z:f "44-tain"If; 7:.:, '1� • t s,a ft I 't .13 OV ON a C.S Zd- az a to a r en u .. ...... . 15 1 _ / � / / / / o .. / / / / / / / / PFWI REGO (34) Only Not for Construction *x* _ Install Sheeting From Right to Left Red) 20-0: i T tne of VP suildings. 2. WALL SHEETS ARE AN INTEGRAL - PAPT OF THE STRUCTURAL SYSTEM. LIve [-d (W/Trib p3f bpemains proqi�rty REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. SU ILGER S FOR SHEETING ANO TRIM FAST15NER SPECIFICATION. 3. SEE JOB OETAIL 4. Te t on West Cqnstruct�an. Tnc. 2. PRE—ORILLING i/a' OIAMETER HOLES ;FOR WALL STRUCTURAL FASTENERS Wind Speed: 90 . 0 moll ;ior ,and snall not 0&�, moalf i9d, repraiduaffa used for, any ��"er purvo-3e witMout prior �'CUSTQMEA MAY BE REQUIRED AT it GAGE GIRTS. GIST LAP Ground Snaw, 583 psf ----------- SECONDARY �. ----------- MARK LENG T THK DEPTH CGAA 4 ®-i1 112,E ®065 Sa ��°�1 1/24 .072 8. ------- 112'9 .055 S ®5 �°9 g 2A' "° ! ea m 1 is J - - - - - - - - - . � - - - - - - - -. - - - - ® - - - v - () BA I ' a ------- ------------------- r ----------------------- q--------------------------- Z ', ( - ( ® LESSNOTED, 1" M I��T 37 STS ��a ITT T� � I WAS g ( ZGAE3 I ZGA9 ( I z G#9 ZGAS f ( I C, CGA5 t A � � Buildings. is J - - - - - - - - - . � - - - - - - - -. - - - - ® - - - v - () BA I I O I lad 0 y pia Orawing is a1 only as the C"a oun nt furn � Buildings _ ® LESSNOTED, 1" M I��T 37 STS ��a ITT T� � Red) 20.0 dm � p � � �� information � p a - ! : GIRT. FLANGE BRACE TO FRAME. FLANGE BRACE TO O: R CONNECTIONS. Li re L ( T� � � Buildings. SEE J TIL TI T 2. WIND ANO FLANGE SPACING ARE AN I T L SYSTEM Call. (gravity) I I . � o l i f m 0,0 Psf P � t sprovided for r�tr tt slim d � in �11�� z u °t� EP A i �° �� . �L$i s AT SHOULO BE PROPERLY INSTALLED PRIOR T r CUSTOMER REMOVAL OR ALTERATION OF WALL BRACING W ITHOUT THORI ATia z RROHIB�� d m Cat.: . itt� � �3 �f ilc�n Madison, School T NE Is Ground Snows { =en r 1 ont,r�ac 'or and/or Erector LOCATION FVPBUILDINGS a Roof Snow, Sal' ±� ��l�iy �� a for accurate, ou � � in arecti �,a� u rin n con or . nce Beath t t � jECT Re b� � ism c . . , . ,�s� ,PRO L mCaoi bp llosr� s cr °ectza�n aet3i�i� nauatr _ ' � �`I 4 �tia� x�,. and a y t4no r a air to in sng t reGvLCr, ir$1a r Crf u �� Ek1IL®I - PAGE s , - Il a y Loads t i v i orarr racins 1 I Warehouse } --------------------- ----------------- SHEETING ---------------- FO# MARK LENGTH MARK LENGTH THK COL ®R (FINISH) CT20 20#-3* PR i0 26'-1 7/160 26 Egyptian White (KXL) Bronze PR ii -5*-7 7/iV 26 Egyptian White (KXL) PRWi2 27 ° ®i 7/160 26 Egyptian White (KXL) iol-00 PRW13 27'-7 7/15" 26 Egyptian White (KXL) Brame PRWJA 286-1 7/160 26 Egyptian White (XL.) CESC, PRW15 22"-7 7/16* 26 Egyptian White (KXL) SE E JOB DETAILS FOR SHEETING ANO TRIM FASTENER SPECIFICATtON, PRW16 222'-1 7/164 26 Egyptian White (KXL) Bronze PRW17 21'-7 7/164 26 Egyptian White (KXLJ 1 PRWiS 211-1 7/150 26 Egyptian Whig (KXL) CUSTUMER PRW19 6--io 15/16' 26 Egyptian White (K L) PR W2 20--1 7/16* 26 Egyptian White (KXLI PRW22-0 7'-4 j5/164 25 Egyptian White (KXL) PRW21 74-10 1!5/164 26, Egyptian White (KXL) LOCATION PRW22 a,-A 15/W 26 Egyptian White (K XL) PR '3 20'-7 7/16* 26 Egyptian White (XL) PRG,�ECT PRW4 23--1 7/is* 26 Egyptian White (KXL) P 23' ®7 7/16* 26 Egyptian White (KXL) PRW6 24' ®1 7/16" 26 Egyptian White (KXL) P' 7 248-7 7/15 a 1 25 Egyptian White (KXL) PR W15 25'.1 7/16- 26 Egyptian White (KXL) Auxiliary Loads "q- PRW9 25'-7 7/164 26 Egyptian Whit_ --------------------- TRIM ---------------------- FO# MARK LENGTH COLOR (FINISH This Drawing Is Sealed on to 1%1 CT20 20#-3* Patrician Bronze (KXL) EA3L Install Sheeting Frarn High Point(s) to Low Paint(s) Patrician Bronze (SP) This Orawing. incluaing the inf ormation itiereon, E 3 W a 1 Patrician Bronze (SP) PRF1 2. Patrician Bronze (JCL) 20.0 ps RFRiC iol-00 Patrician Bronze (}CL) RKFIG 16'-34 Patrician Brame (KXL) Call. LC (gravity): Call. Ld (uplift): RKF20 20 '-3'0 Patrician Bronze (KXL) CESC, RRC20 West Construc,,t-i on, Inc Patrician Bronze (XL) SPC20 SE E JOB DETAILS FOR SHEETING ANO TRIM FASTENER SPECIFICATtON, Patrician Bronze (K L) i OFJ4 14"-3" Patrician Bronze (K L) I HTSJ4 JA4 -6m Patrician Bronze (KXL) 1 JT14 14'-3* Patrician Bronze (K XL) WALL ELEVATION AT WR *X* Estimate Only - Nab. for Construction 4. 0 n.' b033. c a Projky' 895 E3 I d (g.' I Plane: 3 This Drawing Is Sealed on to 1%1 tne Comeonants furnisnea VP sullaings i. Install Sheeting Frarn High Point(s) to Low Paint(s) Builciing Code., 97USC This Orawing. incluaing the inf ormation itiereon, W a 1 Sheeting 3,UCITE v 2. WALL SHEEI'S ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM, Live Ld(W/Trib Red) 20.0 ps rem in the property or VP Suiiaings. REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION Is PRINT Call. LC (gravity): Call. Ld (uplift): 0.0 psf 0.0 Psf is orovided for erect'ing the Building aesciibed in the appiicaoie Purcnaso Oraer REV CA TE .8 CESC, surLOES Teton West Construc,,t-i on, Inc 0 A -iE il/04/98 3. SE E JOB DETAILS FOR SHEETING ANO TRIM FASTENER SPECIFICATtON, wind Speed: 90 .0 Mon and sAa I I no t oe mod i f i ma. raproaucaa - 2. PRE-ORILLING J/S'* OIAMETER HOLES FOR WALL STRUCTURAL FASTENERS Wind ExP. Cat or uzed for any other purpose without or,t or CUSTUMER Madison h SCM00 I Rvpsulu MAY BE REQUIRED AT 11 SAGE G-IRTS. NESTED GIRT S, GIRT LAP 58.3 Written ApproVal of VP SUilainge. 09: 18 LOCATIONS. AN0/0R SECONOARY STPUCTURAL BEAMS Ground Snow: Roof Snow: psf 35.0 pSf The General contrac*or and/or Erector is 301ely rasoonsiola for accurate. goo LOCATION 10 j3Lj;AC-4E:-"X Snow ExP. Cat.: ul q1in in con opm ncs )WIth, th23 PRG,�ECT VP BUI NGS Seismic Zone: ?at.: 3 4 r�wl U t i1% -Mftrltinc&a in ".1113 Crawt all aplicNle VP SU11019his Ere tiqn Oetanl% and a naustny stancaral to 4091 Madison J00xj00x20 VA,RCC—PRUDEN P AGE Building Use NONE k prooer,&rsczion. - ,ncluai �qrtainlna tamoaram' Ig -60 co rVet use SCALE NTH Auxiliary Loads "q- air nr3cfing, j ii it Warehause, I IM *I M - - - - MARK L- EIN G T H X TH z;- ccH ZG49 Z S4 9 c 240-11 112 .065 ZGAB CG45 24--il 1/2' .073 ZG48 244-il 1/2- 055 ZG4-9 24'-il 1/24 .065 -- ---------- ------------- - - -- - - -- - --- - - - - ----- --- - -- - - - -- - - - - -- ---- - - - - - - - - -- - ZG49 Z S4 9 ZS48 ZGAB ZG491 8 ZG4 ZG49 Z G A, C C-SA Fi mo CGAA C-J4 -- - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - N so ........... ............ i s in -- - - - a ..m -- o.. ®- - - .s - MARK :��14GTH s i s =- ` ® 75 t6 4 Install a WALL - R `° Si- rt �y 4 4 Q Q % I L I o 4- y N L ror Construction