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HomeMy WebLinkAboutPLANS - 02-00051 - Pioneer Farm EquipmentTO ENSURE PROPER ERECTION OF THIS BUILDING THE FOLLOWING ERECTION GUIDES ARE REO'D. .- BEHLEN BUILDING SYSTEMS D OF p,MSION 0. BOX 569 BEHLEN MFG. CO. BUILDING INFORMATION JOB NUMBER: M223d BE = BEHLEN FRAME BUILDING ERECnON GUIDE 900 4025 EAST 23RD STREET COLUMBUS. NEBRASKA USA 68602-0569 10 NAME PIOE.R EOUIPMENL I� BEHLEN STAHOMG SEAM Roof WIDEUNES FOR AYGDIND CALL BACKS BEHLEN STANDING MAN'REROOF' ERECTION WIDE E-MAIL: beNIWW®1TB9Ovi5iOn.tOrn ADDRESS: 55 AIRPORT ROAD BEHLEN FRAME BuI,GM PDPI LINER PANEL ERECTION GUIDE BEHLEN FRAME BUILDING ADPLINER PANEL ERECTION WIDE PHONE: 402-564-3111 ENG. FAX: 402-563-7286 MBM R CITY, STATE: REXBURG, IDAHO DRAMS �N�BMITfA` IMPORTANT BOLT INFORMATIOIJ BUILDER: STEEL VISION CONSTRUCTION FOR CONSTG OR APPROVALS TWO GRADES OF 1/2'e BOLTS ARE USED IN NIS BUILDING PROFILE (M2239) OR PERMIT ONLY BUILDING, pTnT AND EA STRUTS �SEUMFOR ATTA TS A BOLTS ARE EATM SMUTS AND WION: 80 ET EAVE HEIGHT: (SAO(/FRONO 1] A FRAME T TYPE:(LEFT) Bwrfi T UBE ONLT FMR S TO RPFIERS. EY ARE ALSO SOMETIMES SOMETIMES fIXt IENGM: SW BAT: �5 25 ET ROOF SLOPE: (BACK/FHOM) �.OpO t2 * 21 PEAK OFFSET: (FROM BA )) (RIGHT) NOT FORUCONSTRUCDON OR REVIEW ON Lv USED CERTNN PURLIN i0 RAFTER CONNECTIONS. RENEW PLANS AND DETAILS OR SPECIFIC INFORMATOi. FW BAY: (LEFT) 280. I of 39.0.1 FT GIRT TYPE: (BACK) B (LLFGFEEi LLY BAY: (RIGHT) t Rl (FRONT) (NIGHT) _ BLOC. HA LI IMPORTANT INFORMATION WHEN HANDUNG LONG TRIM, CARE SHOULD BE TAKEN TO AVOID DAMAGE CAUSED BY BUCKLING. ALL TRIM COMPONENTS HAVB A PROTECTIVE FILM ON THE COLORED SURFACE ID' THAT MUST BE REMOVED PRIOR TO INSTALLATION. PROLONGED EXPOSURE TO LLNGIII: RAAND/OR SUNLIGHT WILL EFFEC ADVERSELY T THE PROTECTIVE FILM AONC BAT RIN EMOVAL DIFFICULT. R EW BAT: (LEiI) EW BAT: (RIGHT) (M2239) BUILDING PROFILE (M2239A) EAVE HEIGHT: 1(BACR CMiT) 2 12 /12 FEE FRAME TYPE: (LEFT) Beanny FEET ROOF SLOPE ((FR. RON 1 ) (RIGHT) T PEAK OFFSET: (FROM BACK) ) B4. 18. t 2. GIRT TYPE: (BACK) S (LOFT)�E FWFN (FRONT) (NIGHT) 7A.. �M2239A) DESIGN WADS ME P IED IN ACCORDANCE MTH ME APPLICABLE ANCH BOLT DIAMETER DETERMINED BY TM OWABLE SHEAR AND PROWSIONS OF ME BUILDING CODE LISTED BELOW. 2. TENSION PER AISC (AST! A—). LENGTHS END S SHOWN ARE SUGGESTED BUILDING CODE UBC 9) ND VELOCITY M H MB. ACTUAL LENGTH, HEAD STYLE AND NEMOD OF TRANSFER- ( MPH) BO RINt PONCES FROM ANCHOR B0.R N CONCRETE MOTINGS TO BE GROUND SNOW LOAD (PSF) SO WIND EXPOSURE C DETERMINED BT OTHERS. ROOF SNOW LOAD (PSF) : 35.0 WIND ENCLOSURE adOeeeO SNOW MPORTANCE L;D WIND IMPORTANCE 3 GG FTEDDFOUNDAITIOR E -SER TO SAiAY SUPLPORT COLVun LOADS SEISMIC ZONE 3 COLLATERAL LODPSF) j;p SEISMIC MPORTANCE I,W OCCUPANCY CATEGORY PANEL, TRIM AND INSULATION INFORMATION. ROOF PANELS TRIM TYPE: $$_ GAUGE: 31_ COLOR: GALVAwME M 0 CERTIFICATION: YES RARE: EA. GAUGE: 3L_ COLDR: CHARCOAL GAUGE: 28 COLOR: C IF SS: ER: HEADER: OLAR WHITE GAUGE:B PD5TAF5.iilTr GAUGE: COLOR: FUGNFIXED CUP TES_ CLIP �(p_ ,IAMB: COPED FLASHING: GAUGE: 34_ COLOP: 7TiT� CUP HEI CLIP HEIGHT: BASE SEAL GAUGE ��88�� COLOP: PMAA WNIf� GAUGE: Z� COLOR:! SHORT (1/4') 1+9_ IERMEDIATE (T 1/4-) TES CORNER: SOFFIT: CAUGOPE Z5 CQOR: : CMOP: TALL (1 5/8') UNER: GAUGE: j§_ COLOR: POLAR WALL PANELS TYPE: A)_ GAUGE:_ COLOR: POLAR WHIN LINER PANELS TYPE: Al GAUGE_ COLOR: POLAR WHITE HEICHi:j�yl L_ SOFFIT PANELS INSULATION TYPE: A2_ GAVGE:_ COLOR: _P2L8R _MITE NONE ROOF: THERMAL BLOCKS: THERMAL BLOGL CUTS: BY BT EKNESS SIMPLE ROGID OTHERS BEHLEN OVER HE SALER CUPS B MO � • t/s• I� THEM DRAMNGS IS ME SEAL Of ME ME CO. 0 IS BM THE ENGINEER OF RECORD, 1 BEHLEN MFG. CO. MAY BE NOTED IN THESE PLANS AS 'BMC'. 4. BMC IS NOT RESPONSIBLE FOR ERRORS, ONEMIONS OR DAMAGES INCURRED IN ME ERECTION OF WILDING COMPONENTS NOR FOR ME MSPECTON OF ERECTED COMPONENTS TO ASCERTAIN SAME. S. TEMPORARY BRACING MUST BE INSTALLED BY ERECTOR TO PROVIDE ADEOUAM STABILITY DURING ERECTION. BRACNG INDICATED ON ME STRRUCTURE AND "AU_ NOTLBE REMOVED ABILITY OF ME COMPLETED S.IF WINDOW AND DOOR FRAMES ARE TO BE FIELD LOCATED. GRTS k A11E TING ARE T9 BNHELD WT PS RE I.. T BIT 40EI FLUSH FRAMEDSBUILDDINGR BE FIELD PFAMIT WE IINNSTALLAig1IOF CABLE &LINER PANELS ARE AN INTEGRAL PART OF ME STRUCTURAL SYSTEM. UNAUTHOG2ED REMOVAL OF PANELS IS PROiIBITED. L FIELD WELDING MUST BE PERFORMED BY AWS QUALIFIED WELDERS ft HE WELDING PROCESSES AND POSITIONS INDICATED IN ACCORDANCE MUST BE ]0 KAPPLA STEEL_ ABLE OW HYDROGEN CONTES. NT. ELECTRODES USED 10. STANDARD BEHLEN WALL, LINER k ROOF PANEL PRODLES ARE SHOWN BELOW. LOOKED SIDE (MREN APPLICABLE) ADPI WALL, LINER OR ROOF PANEL ` FWIGDE Y, COUOR[0 GDE (YME APPLICABLE) STANDING SEAM ROOF PANEL IF MIS SET OF DRAWINGS WERE SENT MA —AI., MET ARE COPIES OF ME OBGNALS T ARE PRINTED AND ON FILE AT ME HOME OFFICE Or BEHLEN NFG CO. CGLUMWS, NE. ME ORIDNALS WIN ME ENGINEERS SEAL ARE C DCRED ME LEGAL DOCUMENTS P.RUMS h CUPS FIL PIONEER EQUIPMENT 1p BENLEN MFG CO. REXBURG, IDAHO COLUMBUS. NEBR p- DENO ES (SEE AC( TS- DENOTES G N ? J/.lflr I I RIdD ERAMC rx� rtr+vz arov ars • °.c N..>a L❑� Y° s n a e mwla� T 125-0. OUT -TO -OUT OF STEEL B Lov EOM 2 3 4 5 b z-e.«M x-I . x-B.°cM �Q � T-B• u ; c � o G Isl r Ow-IOY- C�. T-8. w�,°YYN 3 me E B 'B [ D H Nrh 9T-9� - (BLOC. M2239A) II I ISEE SHEET 31 1 •. 1 2 3 8 e HgN E— . i eRvANNomA_,._.,W_•D.N ) ENDNALL COLUMN I—IONS(E ) RACWG REACTIONS PANEL SHEAR Nn.w aM.. ANCHM BOLT SIMMART cis Iv N EQUIPMENT BLDG 'A- IDAHO 0 ow- 1/r . Dr BH_ IW-0• WT-TO-WT OF SIEEE E B L D I I I I AA m_y4. D be fE FFb - BB ..toy-o• '�I II LR - �-�i i� LL c GG GG XX � k Vv b AA b L4, 'I I 1 1 I A B L D V ANCHOR BOLT PLAN NOTE: An Ba.o wme. o Ioo•-o• (U.N.) l J i uo l%J BLDG 'B-IM 8EHLEN MF COLUMBUS, —.1 AA — C,. 1-1 ROD FRAME- w a. 11.1 1 -M I A RODFRAMC- A A, 2. A ROD FR-E- A, --VV'z A. -r '." A X. V I Z "I. A— .... RllGl S(k) ERACING REACTIONS PANEL WE V"" B"-T suuuARr El- Mo� FIELD LOCATEDy (SEE ACCESSORY SHEET) ACCESSORY T.S. —G --T PIONEER EQUDPMENT BLDG 'S' I FFZR BEHLEN MFG. CO. REXBURG.IDAHO 1'2:�t7L COLUMBUS, NEBR, WALK DOORS B.Nc -NO SWING S.. E 'A' —E 'B' TYPE 'L' TYPE 'D' �WTgDE� DE SINGLE WALK DOOR DOUBLE WALK DOOR SW1NC SWING SWING S. C TYPE W TYPE 'BI' TYPE 'CI' TYPE 'DI' OUTSIDE OUTSIDE SVnNG IN DOUBLE WALK DOOR S TRIM FOR PREASSEMBLED WALK DOOR DOOR SIZE HEADERP JANS TRIN Si6—NER A B )RIM JO]0 TWIS TWIS h TWI6 60]0 TWIT TW15 h TYn6 60)O TWt5 h lvR6 WALL FRAMED OPENINGS * TYPE OF OPENING UN LOW HEAD -ROOM RU ROLL -UP BF BI-FOLD SL a STANDARD UFT OWS ONE WAY SLIDE WK WALK DOOR L HIGH LIFT iw5 TWO WAY SUDS FOS FRAMED OPENING W/ SILL V WINDOWS WINDOWS K RDCAL UFT SF STORE FRONT �o��sa©ems oo��sav�s ACCESSORIES PLAN OTY DESCRIPTION I.o. 3030 WALL LWOEP STATIONAR 3030 WALL LOU4ER OPERABLE IPE MSHING 1 6 TO 6' RUBBER PIPE MSHING TO ) RUBBER PIPE FLA6111NG )' TO 13' LATM% 0-0 16'0 ANTL4TOR ADAPTOR inn mw� vcmx� Nil' RIONEER EQUIPMENT BLDO. I BEHLEN NF RE%BURD. WARD COLUMBUS, A... w�:KK.; ,) mQ") -- --- --- -- i0 _- FBA t2 fB AU) -- -- I q ___ --- - I - - - -- ___ --- R H-2 � I I _ 0 I I� 7 C Al � e CLEAR a/- W-0. OUT -TO -OUT Di STEE1. N RIGID FRAME ELEVATION FOR FRAME UNE 2. 3, A Q 5 E Pt CF! `THE NBEKIEN FRAME BUILDING ERECRON GUIDE' IS TO BE USED IN CONNNCTION MTH THESE -NOS TO ON.A DETEPMINE GOMPIETE ERECRON REQUIREMENTS. 2. ILL A-J25 HIGH STRENGTH BOLTS SHALL BE TIGHTENED IN ACINORDANCE M THE •BPECI TIONS FOR STRUCTURAL 15 USING ASTM A-325 OR A-ASO BUTS' SEXTON 8 (D) SCALE NONE ARK BpiAC a PIONEER EQUIPMENT BIOG •A• 2 FFr--ppp �BEHLEN MFG CO. TURN -OF -THE -NUT TIGHTENING BA RE%BURG, IDANO .N, COLUMBUS, NEBRASNA J. ALL RANGE BRACING MUST BE INSTALLED AT ERAME ONES AS SHOW . RENSIONS +W B DATE IHMINI DATE IRF DATE s+ YMAN SMAA IRI DATE amm RIGID FRAME ELEVATION - ) ---- -� RFI-10J nt\) — -- afr\o2 R`tvoz — Is• 3� ' 1 Eg_\03 I I I fB_Iw � - I- - • >i - t b lV ? I s b b B • I'm - CLEAR a/- AR ♦/- B• - 8O'-0• WT-TO-WT W STEEL RIGID FRAME ELEVATION F. FRAME MEES h C c1. 6e RN� 1NEt'BEHLEN FRAME BURRING ERECTW WIDE' IS TO Oy BE USED IN EWNNCTION Y.ITH THESE DRATINGS TO DETERMINE EWRLETE ERE— REWIREMENIS. R. ALL A-325 HIGH STRENGTH BIXTS SHALL BE TIGHTENED IN ACCORDANCE WTH THE •SRECIFICATIWS — STHUCTURAE .PINTS USING -ASTUNUT A-SRS OR A-490 BWTS' SECTW B (D) SCALE NWE MMK BONAC rt ) B 02 PIWEER EWII.ENT BIDG -WI�13EHLEN MFG, CO. wrt J . ALL FLANGE BRAVNG MUST BE INSTA— AT FRAME �, t1 RE—K. TDAHO COLVMBUS, NEBRASKA UNES AS SHDNN. IR REVISIWS AM Br DATE OFODh DAIS MipiD DATE ar yuM xw IVR DATE uKrm i RICID FRAME —Al.. M a J' "Mx_e u Ra.Kv.N.I cn __ RFz-,OS � �i• __ 'eJo� - Q2 13/4•lj�, 2 � as i I EB_Tw EB- n >r I I b a CLEAR +/- Ao•-o• ALr-o• E. W-IV our -TO -OUT IX STEEL A'-D• RIGID FRAME ELEVATION FOIt FRAME UNE D 1. F ME'BENLEN FRAME BUILDING -T. WIDE' IS N) D] p p DETERMNENCOMPLETE ERECTW EOUIREMENTS. TO nN. LN 2. SHALL BE AL TBWTS TIGHTENED IN ECIFICATONS FOR STRUC-1 SCALE NONE ((( OOO JgNTs USING ASTM 1-325 OR A- E BWTS• SEOTW a (D) RK BOHAC ] 0 04 PIONEER EWIIPNENT BLDC •B' BEMLEN MFG. CO. TURN —THE -NUT FLA GEoBR UT G MUSTT.TEN BE BEKBURG. IDANO COLUMBUS, NEBRASKA J UN FLANGE BRACING MUST BE INSTALLED AT THANE I ES AS SHOVM. Kw/ dMM RENSIWS KAMOBVI DATE I —I DATE 1-4 DATE A OATS ue'ao E INIIIU FRAME ELEVATION M -, 8 M S Rr g e Fm; , IV � FB] 2 B, I e i B' CLEAR +/- ttEM a/- A._O. etl-O' WT-TO-OUL OF S1EEL �'-0' RIGID FRAME ELEVATION FOR FRAME UHE E asp F1. THE'BEHLEN FRAME WILDING ERECTION WIDE' IS TO BE USED IN CONJUNCTION IMTH THESE DRAvnNGS TO DETERMINE COMPLETE ERECTION REGUIREMENTS. -]25 HIGH STRENGTH BOLTS SHALL BE TIGHTENED IN SCALE NONE �CCORDANNC ATM THE'SRECIFICARONS FOR STRUCTURAL R% BOHAC ] B 02 PIONEER EWIIRMENT BLOC B. BEHLEN MFG. CO. 5TIA A-]25 OR A -AGO BOLTS" SECTION B (0) RE%BURG. IDAHO NRN-OF-THE-NUT TId1ExINC. MJACR MEA'S ) 02 COLUMBUS, NEBRASKA 3 . ALL FLANGE BRAGNG MUST SE INSTALLED AT FRAME w. UNES AS SHOMN. PENSIONS LW BV DATF MMO Tn DALE YRNBI 041E NMOfi DALE ovum , RIGID FRAME ELEVATION „� 9 28 70 17 P-2 (Tw) P-4 (T�) P-5 (TP) T P-6 P-7 1p 6. nrin STARTI�NGA DIMENSION E-1 �17 E-2 1E ROOF PURU T-5 3&2*-5 3 SHEETING 2 _5 3�'4. 314' G ROOF FRAMING PLAN G-1-- 24 DENOTES FEID -A D ACCESSORY (.E -- —T) DENOTES TORSION SPRING SUPPORT i i i 1 111E "I H I MAR 7 8 o2 PIONEER EQUIPMENT BLOG -A- BEHLEN MFG. CO. REXBU80.iDAHO COLUMBUS, NEBRASKA ­1111 OATE 1— 4 -TE t-- .1 IL-M —S— 1-1 B11 DATE 1-1 DATE I —DR DATE .223d I. r Y 9- (SEE ACOFIELD 5NfE0) T¢- DENOTES iIXtSION SPRING A EB- E 2 W6620 ElL-4 IF l i lu i - ROOF SFIEETING ELS pURCOAL m2o ri - M2 io eF3 Ell Y C m2 bA .4 hi r. •Or' Z4 Ca. 55 E-11 Ill P-11 P_It W-1 PIUARPN-1D2 ACOESSORY SUPPORT EB 1-1 03 EB OJ EB O3 S J/ 9 3/4• 9 3/A•9 + ROOF FRAMING J/6• S 3/ 9 PLAN 3/A• m w ; u! E BONAc T ¢ 2 PIONEER EOUIIPMENT BLDG •B- RExBURG, IOAHO ROOF FRAMING BEHLEN MFG. CO. GOLUMBUS, NEBRASK .123d n J.NG W. I. N.K REVISIONS Y DATE IX rt DATE xNgm DAR rt DATE TR RENSIONS BY DAZE OEDNrt DAME ~ DATE A 0 n Y+.NI SNxP 4'-0• 23'-0• B 0 25'-0• 23'-0- D 23'-0- I 1 E S -102 - EB M03 T W 103 ED 1_S• 103 W-105 to J J P-110 - 81 _ P-tOT 6] _ - - E-M1 MI® P-t01 -- I I I - � -113 I I I I -tt0 I I I - I I ; - I � - m -u¢ I i - I I - j I I � ♦ .�� P-118 I ICY aa20J -HIS _ 1 I - I® - _ E-t02 -112 Btrvl -t16 JI - N !D - m, - - -111 BO'-O' WT-TO-OUT OF STEEL E G F o-� - T = e; 4f _ i PFf. Vt V'. E 1 _ ___ IG 2S I I ti o-z c z b i i j - I I G-B 4 ral- --------------------------------- __ _____________________ __________ _________1____L ____________________J 1 x ] x EC-1 EC-2 EC x LEFT ENDWALL FRAMING: FRAME LINE 1 QG�o I � to - I. 1 I I 1 b o- DENOTES FIELD LOCATED ACCESSORY LEFT ENDWALL SHEETING & TRIM: FRAME LINE 1 +Pg (BEE ACCESSORY SHEET) PANELS: 28 Ga. Al - PO— WHITE DENOTES TORSION SPRING SUPPORT w.µa MA EBOHAC T e 02 PIONEER EWIPMENT BLDG 'A' BEHLEN MFG. CO. 5 wrz -1.m.n REXBURG• IDAHO COLUMBUS, NEBRASK .nx sml. >Tr.z BT DATE IXGIBIh DATE WMIDh DATE h o REMSONS DN. By DATE I — EN GATE 1-14 DALE Y,—.i ATE ENDWALL FRAMING T t E H BO'-0' WT-TD-WT OF STEEL 1'-0' 2t'-6' 29'-0 3t•-8• __ 031, _ ER- u ertci a-Y C_2 ___ S I ___ ___ ___ I - b c-z G-z I i _ G-T J - I j � I I - * I I I I n I L____________________1___J__________ __________----_-__-__ ____________________________________________ I I I [J EC-4 EC-1 EC-2 EC-5 RIGHT ENDWALL FRAMING: FRAME LINE 6 I _ - Ir A � I 1 - i I i I e- DENOTES DELD LOCATED AccEssoer RIGHT ENDWALL SHEETING & TRIM: FRAME LINE 6 I a> et• (SEE ACCE-Y SNEETJ PANELS 28 Ga. Al -POLAR YMNE TS- DENOTES TOR40N SPRING SUPPORT wDy F. AqE PIONEER EWIPMENT BLDG 'A' BWAC T 6 02 BEHLEN MFG. CO. ..H@A 6 re 1.N. e1 REXBURG. IDAHO COLUMBUS. NEBRASK . wA anro W$ BY DATE M 1E B9RBAB DATE % DATE M RE-S BW BY DALE OE010% DALE MWN DALE % DATE aw�m T, ENDWALL FRAMING ♦' y11 .1 * W-0' OUT -TO -OUT Di STEEL s J e 1 - 42 3/A' f2 ' 5,0 I 1 1 _ I MC52 fi f-D L________________________________ G1101 ____________________________________________________________ i0A J EC?102 E—S EG LEFT ENDWALL FRAMING: FRAME LINE A EC-IO5 E - E•^I E%T ' I _ a p a _ = — I 1 i _ i �M y3 $ LEFT ENDWALL SHEETING & TRIM: FRAME LINE A - DENOTES D LOCATED ACGESSORY © FIELD PANELS: 26 OP. Al -POLAR 'MIME o0°�p (SEE ACCESSORY SHEET) TS- DENOTES TORSION SPRING SUPPORT N�' sCAlf': HONE —AG a NEER EOUOPMENT BLDG �B' %BURG. IDAHO C BEHLEN MFG. CO. �( COLUMBUS, NEBRABK W.22 RENSIIXI$ Br GALE O[ BY DATE MNAO GATE 01 GATE (llF RENSIONS LW Br DATE OEB®Br DATE MMO'ID DALE RIm BY DAZE wflc'Mn DWALL FRAMING .223d"14'18 Ro•-o• our-ro-our a sTEEE Qz sH• � z �/a•A z 1 I I 1 1 I 1 I 1 I 1 I i I i RIGHT ENDWALL TRIM: FRAME LINE E S`Ar s S(ENO S FI1IE TOCN 0I ACCESSORr y TS- DENOTES TOR90N SPRING SUPPORT orNONE PIONEER EOUIIPMENT BLDG -B' u K BON�0 r e of REXBURG. IDAHO BENLEN MFC. CO. n J BA COLUMBU% NEBRASK ptM —1— Br DATE 0[OID DATE NMUI10 OAtE ­11 OAIE ONS P-1 DATE 1-1 0 OnTE n OATE +Farm ,.. ENDWALL FRAMING M M1A 1 125'-0� WT-ttI-WT Q< STEEL 6 5'-O' 2 3 0 5 25'-D' I I I I I I � I � - I I I I � I I - I I I I I 2._O. 21-1 G. E. Ril-� ,-a RFI-! RFI-A ED-A GIRT APS s L� I/e' 's �/� a Ya a .T/f a a/a a La• FRONT SIDEWALL FRAMING: LINE E i I i J & - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - k ry ry ry ry n n ry ry ry n n n n n n n ry ry ry ry n ry ry ry ry ry ry ry ry n n ry ry ry ry ry ry ry n I L---------------- ______________------------------------------------------- ___________________ ____________ _-_J FRONT SIDEWALL SHEETING & TRIM: FRAME LINE E vANElS 28 Ca. AI - vOIAR wfHE V. 0- DENOTES FIELD LOCAIEO ACCESSORY �y W (SEE ACCESSORY SHEET) TS- DENOTES TORSION SPRING SUPPORT E:� NONE PIONEER EQUIPMENT BLDG -A' j'� R BOHAL T 6 03 REXBURG. IDAHO LCmJ BEHLEN MFG. CQ H . L N.02 2..SS COLUMBUS. NEBRASK x SNN I w.x o TE OFOQON oATE MPoIIp BI DATE REV151— x OAIE .-R O TF Nfe.Ne DATE mA DATE ennm SIDEWALL FRAMING "� M '„I i6Rob GIRT LAPS 125'_O. OUT -TO -OUT OF STEEL EC-5 5 q 25'-0' 25'-0• 3 25'-0' 2 25'-0' c-a __________________ R11-1 Pil-1 x to �'3� \\�J RFI-1 i I I I I 1 . may, I EC-^ • I/z 1 J a/q a s/J' a s/!yE J/�• a >/� + yo • a/aiJ/T' BACK SIDEWALL FRAMING: LINE H IIN BACK SIDEWALL SHEETING & TRIM: FRAME LINE H PANELS: 26 Ca. Al - POLAR MIX 121- DENOTES GELD LOCATED ACCESSORY (SEE ACCESSORY SHEET) TS- DENOTES TORSION SPRING SUPPORT PIONEER EQUIPMENT BLDG 'A' REXBURG, IDAHO A _ 100'-0' WT-ttI-OUT OE STEEL E A._0. 1._J. m S-2 1/2 m i __________ ______________ _ EC-105 11_ 01 lw 12-1.1 RFJ-10J GIRT LAPS LF a f/tee I/.. FRONT SIDEWALL FRAMING: LINE 5.7 o� 40 ___________________________________________________________________________________________________________________________________ FRONT SIDEWALL SHEETING & TRIM: FRAME LINE 5.7 PANELS 26 OR. At - POLAR -in 2 (YNE ACCESSORY -T, ACCESSORY Iv TS- DENOTES TORSION SPRING SUPPORT Ad+E O PIONEER EOUIIPMENT BLDG "B' M RX RDNAc R > a 2 BEHLEN MFC. CO. Pp ,1 , 2 REXBURC, IDAHO COLUMBUS. NEBRASK er DATE OEOPOM D DATE R DATE If v DATE DE D. .ATE — DATE T DATE +¢ y SIDEWALL FRAMING M wv 1 a?6 B 0' C D 2S._0. a a a a a i I i LMS v a/ySa/v a s/ v a/f v vw a/v. BACK SIDEWALL FRAMING: LINE 2.3 i I ebb I I L__________ � b _ a b I b b ti eb b _ _ __ _____ a __ a ________________________________________ ti a I b n I bI a __________ _________________________________________ BACK SIDEWALL SHEETING & TRIM: FRAME LINE 2.3 PANELS TB Oa.. — POLAR ... PIONEER EOUOPMENT BLDG �B REXBURG. IDANO Ql' ENDWALL LINER PANEL: FRAME LINE 1 PANELS R6 Ga Al — — WIM 5 SIDEWALL LINER PANEL: FRAME LINE E PANELS: 36 GP. Al — POLAA WNI1E SIDEWALL LINER PANEL FRAME LINE H PANELS: 26 Oa. Al — — VMITE PIONEER EQUIPMENT BLDG 'A' RE%BMRG. IDAHO 0 0 0 0 0 I I I I I c b _ b c c c o b a b b ---- ---- J - - - - SIDE WALL LINER PANEL: FRAME LINE 2.3 PANELS: 28 Ca. Al - POLAR -1. t 0- DENOMS NELD LOCATED SSO ACCERY dFp O RW ACCESSORY SHEET) 15- DENOtES TORSION SPRING —PONT SLCAIE �LNquE O2 PIONEER EOUIIPMENT BLDG �B eONAC RE%BURG, IDAMO u � WALL LINER PANEL BENLEN MFC. COLUMBUS, Co.NEBRASK r OAIE WOV PI DATE tW0.mM D— RI DATE f REY151ON5 . DATE a T DATE — DATE kjjj h DAIE v12162E MINE ►� m o m mFiiia� -m m o m S O ®1�➢ _ ®ice � • [�1 �������� [o[mrrn O U a DETAIL: RAKE ANGLE TO EAVE STRUT us sa. `pnc r«cc .cs D TAI : STRUT o C O O O � O 1 :il a :71 a: (a—mcsspx snap �=1 lk w® TAI : RAK AN F TO A TR T wE� f .[ar .w rm (� rAroccm.l src xsn s sVY .ou m. n, rmI DFTAI PURLN TO RIGID FRAME RAFTER AT END &FLANGE BRACE PLACEMENT LOW SIDE DETAIL: EAVE STRUT 70 COLUMN DETAIL• RAKE ANGLE ® RIDGE W snu. J wru cwxanw a. srxur (�.x rµ[sl of Iwq [n .[.e LOW SIDE L&TAII FAVETR T TO NDWA RAF R HIGH SIDE DETAIL- EAVE STRUT TO COLUMN W/ LAP ATE ®.eon nn ucM� s � aM HIGH SIDE DETAIL EAVE STRUT TO ENDWALL RAFTER [o,mrnt��0�� � ffuTs W'1Cm���CQy��� I+uanE;us.�vn[�sr, ®E•���=ate �[1S�.7� i.. �K-- �'II'®', . r.", LOW SIDE DE1611, FAVE EXT BEAM CONNECTION 0 ENDWALL FRAME II fi Mill ---------- 1-*s SECTION A -A AND BENT -6TJllj?a5 �AIIMN W/ 11 PASS GIRTS _B,L, o LdVDftlILL MT �® NUR uC qlY N1FNOm nurwun�� wwnw cou.crnw as ¢ vmuuan� anxc m �iw"�'mwv�i ro siim oa w�a xv�i a�i'n"ino� 0 or— I IL ON u [FCnON AT GIRT ABOVE HEADER �� (WHEN REO'D) I �" c .rws RW JAb �RGrv� SFGnDN AT GIRT RFI OW HEADER SEOnON AT TOP OF JAMB IMm er oaiwjf SECTION AT BASE SECTION AT HfAOFR �, FRAMED NOPENIN(rl N SIDEWALL'WE 2 JAMB) Rm Nru +nuK�.,� o .w<sm.r t ter'" o.0 +na••.us Dm owu +na-.» � i T o.0 +ne•. wux I I R,P M.LL .ne•. »MAa sffnoN • — TORSION SPRING SUPPORT DETAIL 7 ,. lPm efxo u n�m'o) �l Porua .tna rmn oxu+ne r wiss A =ON 'A -A' - sccnw o-c Air-t+°�SiY° ws°q �it?i%tos�0�xswP $[CTION AT TOP Of JAMR � TORSION SPRING SUPPORT DETAIL +rsrv�®®� [oien��®�:>©Deter •- � � „ . .. -"" 1\ Il l - a 00 9/3/� Z j: FI. i'-I;R ONE EaUlf MENT 3 9 = IREX5URG, IDAHO 779 d ` �yN V � 9 9 PROJECT DATA. DE$lGN NOTES o I. GOVERNING BUILDING CODE, 1— UBC SNOW - 35 PSF, - ' 22. OCCUPANCY AND GROUPS B, M, 6., H-4 3. TYPE OF CONSTRUCTION, TYPE V-N WIND - BO MPH IXP C 5EISMIC - ZONE 3 $p 0 A 4. LOCATION ON PROPERTY. - FLOOR LIVE LOAD - 40 P5F EXTERIOR WALLS NON -RATED FLOOR, DEAD LOAD - 15 'PSF F--- - EXTERIOR OPENINGBi NON -RATED ROOF DEAD LOAD - 15 PSF; 5. OCCUPANCY SEPARATION . YES - SEE FLOOR PLAN - SPRINKLED, YES NUMBER OF 6TORIE6, TWO BLDGS - I STORY EACH 6. FIRE RESISTIVE REOUIREMENT6, IL ,�1 I HOUR SEPARTION WALLS A6 NOTED ON FLOOR PLAN I� Z (L EAST ELEVATION WEST ELEVATION w g; i w Ul O P: __ __ _ Y__ __ ____-_ __ _ _____ _____ _ r..r< r......, rrrr ' mm __ _ _ _ __�_________.'. b BUILDING KEY ' b U : mwr �1 •• ...r. ...... - py 7 Y o.c. LU -- -- -- -- --- --- ----- ----------I---' --------- ----- ---- -- +-- f1.t b •r....w,o..e..,.,�,.,. W. " worr"-•r. r W. BUSINESS -BUILDING, FLOOR. PLAN z . U LU l l Elm z Z SERVICE ANO STORAGE. BUILDING; _ BUILDING KEY. t (L. a ADA URINAL MIRROR MOUNTING DETAIL ADA FIMURE INSTALLATION DEfdIL3 / - - z INTERIOR WALL INTERIOR SHEAR WALL BATHROOH WALL' ` . Z WALL SECTIONO • _ o h mazANINE FLOOR PLAN 5 a w' } 1 , - , i .. - .. - i BUILDING KEY s _- W- I\ w Q It , __ _ __ _ _ ___________ _____J_ __ ______t___________ __ _____ ___ ______ ___ _LLI -' - D` ___ __ _ _ ___ _. Z $U$INESS<$UILDIN's ELECTRICAL PLAN O Is L g� z - z a• w tu Z U1 J t ' SERvICE AND STORAGE BUILOMB, ELECTRICAL PLAN � � �•Q