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LEVEL T+oiaiH FINISH PLAN ,,,,,,,,,...a MMAIWN LwG FINISH PLAN roam LEGEND FOUNDATION PLAN - PLUMBING m y„x, ue • iw GENERAL NOTES: � o.oa, o.oa, MEZZ. FLOOR PLAN - ELECTRICAL KEY NOTES. y. 11 MAIN FLOOR PLAN - ELECTRICAL UNDER FLOOR —" _ 4`k PAS YNE k a I TO ENSURE PROPER ERECTION OF THIS BUILDING BEHLEN BUILDING SYSTEMS THE FOLLOWNG ERECTION GUIDE(S) ARE REQ'D. 0VISION OF BEHLEN MFc. co. v8k r_ HFRAME BUILDNG ERELTON WIDE .- P.O. BOX 569 900 BBEEHIFRICN STANDING SEAM ROOF 4w 4025 EAST 23RD STREET —I BENIGN STANDING SEAM ROOF GUIDELINES Fort AvaDING CALL BACKS COLUMBUS, NEBRASKA USA 68602-0569 BEHLEN STANDING BEAM •REROOF• ERECTION WIDE E—MAIL 02 4-31 NBlon.elNn RAME BUILDING ADP1 LINER PANEL ERECTION GUIDE PHONE 402-564-3111 BEHLEN FRAME BUILDING A112 LINER PANEL ERECTION WIDE ENG. FAX: 402-563-7266 M B M R DRAWNSTATUS IMPORTANT BOLT INFORMATION BUILDING INFORMATION M.MPa�n. a OR CONSTRUCTION TWO GRADES of In P BOLTS ARE USED IN THIS JOB NUMBER: M3749 FOR APPROVALS BUILDING, q30] AND A32S. THE A321 BOLTS ARE FOR PERMIT ONLY UBED FOR ATTACHING EAVE STRUTS AND ENOWALL FOR PRELIMINARY USE ONLY CWUMNS TO RAFTERS THEY ARE ALSO SOMETIMES NAME: WORLD GYM NOT fOR CWSTPUCTW USED FOR CERTAIN PURUN TO RAFTER GO NECTIONS. FOR RENEW ONLY RENEW PLANS AND DETAILS FOR SPECIFIC INFORMATION. ADDRESS: INFORMATION CITY, STATE: REXBURG, IDAHO IMPORTANT WHEN HANDLING LONG 1ftIM. CARE SHOULD BE TAKEN TO AVOID DAMAGE BUILDER: STEEL VISION CONSTRUCTION AUBED BT BUCKLING. ALL TRIM COMPONENTS HAVE A TO INSTA FILM ONROLON WDD EX OSURESURIFAGET BUILDING PROFILE RANT MUST aE REMOVED PRIOR 0 INB LACTATION. O EXPOSURE TO �OTM EAVE HEIGHT: (BACI(/FNIXIT) 2�1_j2A25 FEET FRAME TYPE: (LEF» Bwring AND/OR SUNUGHT WLL ADVERBEL EFFECT THE PROTECTIVE FILM MAKING LENGTIri FEET ROOF ROPE: REMOVAL DIFFICULT. 150 (BFFROM BOCKij 0.500:12/ (RIGHT) e "IN 1—FO FOR PEAK OFFSET: ( CK)100 wFFxc EW BAT: (L GH o 20 CRT — (BACK) B (LEFT) F (RI » 4 t v` FEET (FROM» cRIGHT) Win= 1. DESCH LOADS ARE APPLIED IN ACCORDANCE WITH THE APPLICABLE SEISM GROUP INFORMATION OF THE BUILDING CODE LISTED BELOW. USE BUILDING CODE :IBC OS WIND VF OGTY (MPH) BO BSITE PECTRAS RESPONSE D 00 ND SNOW LOAD WIND EXPOSURE L ECTRA pRR100 ((Sa, 9qJJ 81.1 F SNOW LOAD (PSG) : 35.0 ND ENCLOSURE 'n4oaae C ERIW (SI, Sq) 6.4 SNOW EXPOSURE (Ca) : 1.0 WIND IMPORTANCE .00 SEISMIC IMPORTANCE 1.00 SNOW IMPORTANCE : 1.0 MEISMiC DESIGN CATEGORY IDA CMN ON SNOW (PSF) : 0.0 BIC STRUCTURAL SYSTEM RF CCLATERAL LOAD (PSF) SO THERMAL FACTOR (CI) I.O ANALYSIS PROCEDURE SECTION: 181],1 OCCUPANCY CATEGORY il PANEL, TRIM AND INSULATION INFORMATION ROOF PANELS TRIM TYPE: $$_ CAUGE: Z COLOR: GALVALDME RAKE: GAUGE: _aL_ COLOR: ULIO CERTIFCATON: )' $_ EAOE: CAUGE: ZB COLOR: IF SS: FLOATING PANEL CLIPS INTERMEDIATE (1 1/4•) (1 1/3" IA 1• INWLATON) THERMAL BLOCKS REO'D WALL PANELS NOT BY BEHLEN INSULATION NONE BY BY THICKNE. SIMPLE CID OTHERS BEHLEN VER ZEE SAVER CLIPS BOARD ROOF: 3• TH RMAL BLOCKS: — THERMAL BLOCK CUPS NO ADPI PANEL A2 - ADP2 PANEL SS - STANDING SEAM 1. ANCHOR —1 DIAMETER UGSTED MINIMUMSE ACTUALR AGE ( LENGTH EHEADE STYLE AND SMETHOD OFWN ARE STRNSFER— BOLTS TO CONCRETE FOOTINGS TO BE DETERRING MNEDSBYROTIERSONON 3. FOUIDAYONS MUST BE SOIL C—TIONS BY A WAUFIE4 FOUNDATION E GINEER 10 SAFELYGNEIG FOR LSUPPORT C0.N LOADS 1. ENWNEER FORTSEEHHUNRMFG. CO. NHO DRAWINGS M THE ENGINEER OF RECORD. CHOKED SIDE (WHEN APPLICABLE) ADP1 WAL4 LINER OR ROOF PANEL TWTSIOE i CWORED SIDE (WIH ��) STANDING SEAM ROOF PANEL �n I•301-2 PMY WORLD GYM lgq BEHLEN MFG, CO. REXBURG, IDAMO COLUMBUS, NEBR I50'-4'—T0-0JT OF CONCRETE 150'-0.OUT—M—WT OF STEEL 7 1 2 4 5 7 MA. of 12 1@— —0 S FIELD 1-0— ACC I— ACCESSORY SHEET) R— DENOTES TORSION SPRING SUPPORT ANCHOR BOLT PLAN NOTE: All Base Plc Pl0 IOD'—O* (UK) N ..E WARR_g WORLD G � IDANO BEHILEN MFG. CO. 00..BUS, N.RAS. .. y� RI, REXBURG REIA— L-1 A. 1-1 DATE 10FOIII)NDATE KMOTI DATE ­ RE —ON S BY[ DATE FI DALE I—D 11 DAIS RIIDUI�l DATE I.. I— ANCHOR BOLT PLAN M37491-2 '.L5_ Ed Ed ��Ejjd E3 II mIR .94 3/1 I A mi EMDWA COLUMN REACRONS(k BRACING REACTd15, PANEL SIEM kc, V V LOAD CWBINARONS /.-WI 3'. a7.— MR-me-, K— D Dl- 3/1 ':L FRAME vMCNOR BOLT W.M., PS i.s 1 .13 1 FPMr M­C—S—MY UMATEDIEET) ACCACCESSORY dos AM_ OMOM — SPRING SUPPORT ..E ­E REXBURG, IDMO C.M.US. E..e no WORLD GYM BEHLEN MFG. CO. INANOYI DATE 1­1 DAOATSI~M DATE k­1 DATE IH REMSIONS --MAORI DAM 1­1 DATE N DA W DAIS J.M3749 " 3T_ WALK DOORS MLNG SWING SWNG SUNG LYPE "A' E W TYPE "G" E "D" �Tx� �aTsOE SINGLE W DOOR DOUBLE WALK DOOR G SUNG SUNG SUNG TYPE W TYPE 'El' TYPE "Cl* TYPE 'DI' AAA WTSIDE ZSIOE SIxCLf WALK DOOR SUNG IN DOUBLE WALK YRNG IN TRIM FOR PR ASSEMBLED WALK DOOR DOOR 513E DRIPOOAP JAMB TRIM ST"THER JAMB TRIM 30)0 WWbW6 00 m5kB EXTRA PARTS zo - &Ab f 2 - IX1RA ROOF PANELS ®f®®o®®®®® ®®®®M® WALL FRAMED OPENINGS t T1PE OF OPENING LH LOW HEAD -ROOM RU ROLL -UP BF BI-FOLD SL STANDARD UGT OWS ONE WAV SLIDE - WALK ODOR HL HIGH LIFT TRS Two WAY SLIDE FOS FRAMED OPENING W/ 4LL K -CAL UFT SF STORE FRONT WINDOWS ACCESSORIES PUN Ott DESCRIPTION I.D. 3030 WAWALL L 2 STAWONAR RUBBER UBB LL LOIIMUi OPERA`LE ER PIPE FLASHING 1TO 6' ftUEPIPE RASXING A TO ] RUBBREERR PIPE fNSHINC ] TO 13 YENTILATON ADAPTIXt giggglul WINDOWS u " R PI. QI�E• 1] 17 SPO B'-0• iB t) Ba tl____ 5 BPO 2'-B• t) FBa ) __ iB424B(1) i0 . p) V/ F- - __— ____ _____ 1 I RFI_G RFI-a °✓i i 7 I I I 1 � I y e I I 1 El- 4W-r •-7 t B• - AR w- B• IOO'-O. OUT-TO-WT W -EL RIGID FRAME ELEVATION FOR FRAME LINES 2 k B yyo�4 q6H I.THE *BENLEN FRAME BUILDING ERECTON -GE" IS TO BE USED IN CONUJNCTON WITH THESE DRAIMNGS TO DETERMINE COMPLETE REQUIREMENTS. ERECTW 2. ALL A-333 HIGH STRENGTH BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH TNE •SPECnCATONS FOR STRUCTURAL USING OR A-690 BOLTS" SECTON B (D) I I ISCALE : NONE WORLD GYM MFG. CO. TURN OFF—CASTM T-J35 NUT nCINErvM0. 1IlMFLANGE BRACING MUST BE INSTA AT FRAME e• C.w.WAIL •Tc OB-1J-0� �BEHLEN D IOy REXBURG, IDAHO COI.UMBUS. NEBRASKA ES AS SHOWN. FR RENSIWS Owo DATE tt DATE L .m RIGID FRAME ELEVATON M}D49 91�' S' TS 2•-T t t6 IS T) 1) fB48�+) ��)_____ - QT/2• 12 F04 1) __ � FBI _— l FBA fg4 I) _____ ______ iH3 1) _____ _____ - - RF2-4 RF2-2 ug I I _ � I i y R m i S o I 1 � I I 1'7!-7 2--B ISACIe a _46'-7 o•- +00'-O• WT-TO-OUT Di STE. G RIGID FRAME ELEVATION FOR FRAME UNES 3.. h 5 E1. EN C E BUR1ITON II ' IS A W+NG BE i0 USEDNINNCWAI THESE MAW DETERMINE COMPLETE ERECTION RE-ItEMENTS. Ar A-325 HIW STRENGTH BCLTS SHALL BE TIGHTENED IN .CCCRIII "I THE •SPEGRCAnWS FOR BIHUCTURAL PINTS USIND AS. A— Gt A-45C BDLTS• BE— B (D) SCALE : NWE ar C.wW/ul wa OB-t3-C. WORLA CYM gqBEHIEN MFG. CO. ARN-oF-THE-NUT ncHTENINc 3 MNGE BRACWG MUST BE INSTALLED AT FRAME REXBURG. IDAHO COLUMBUS, N®RASK UNEB AB SHOWN. REut510N5 ex DATE MOID BT LATE Wi`O q DATE aK� A RIGID FRAME EIEVAl10N .149 — 6 rc 15 i U 29 hqS 040 0 ro P, IPA mm mm 00 I ql 1 m— m ph mm mm ME, mm m mm mm mm 7 p j 00 Shim"mra -100=11"pirg, L" =3,Km mm mm =111, mmmmmm-- 3EM: mml ;Z,2 GIL- PURU. LAv .. ... (D/ ROOF SH-11N. ROOF FRAMING PLAN -S FIELD LOCATED -Y (SEE A-- SEE') -APP NG - A LLIGN -NS BE INS-D IN - CONPI-ETE BAY TO '14- TO St RANG R" PANEL EENO- - SPRING SUPPORT I 1 1 SCALE WORLD GYM REXBURG.IDAHO BEH S. CO. COLUMMS. N.R Kfi K-1 EATE I� -.QNS �l DATE Rl DATE 14-11 M U- ki-I DAN ROOF MAMING M37491-� iiiiiiiiiiiiiiiiii E A 1W'-o' Out-TO-WT OF STEEL G1/2 r _______________z_________________ ___ _____________________ _______ _______ E o-• o-e I AG2 ER-S ----- ----- - ST-06 CHANNEL SU6OGO6O-628 � - 3 a J _ O-B STABIMtt CHANNEL 1 SU-60-622 5•-w O.C. %. Nc— C 2 i E -1 EC-2 EC-3 EC-4 LEFT ENDWALL FRAMING: FRAME LINE 1 V r___________________________________________ UmVw ____ I ----------------------------- 1 i i I i SHEETING NOT BY BE— I I I I I I 1 I I I ___ ____________ LEFT ENDWALL SHEETING &TRIM: FRAME LINE 1 9- B/14 f I.E01FA SsoRLi_sIAi¢TB—E—Y ENOTES TORSION SPRINO SUPPORT SCALE :—WO—NE c.w.WnR DB/l' -Da 16 WORLD GYM RE%BURG. BENLEN MFG. CO. �� By GATE OC DaTE weBBNDATE DATE v°WD ID AHO COWMBUS, NEBRASK RENSIONS WAW BY DATE GEOIDw DATE NRPAp DATE B DATE ENDWALI FRAMING M3749 '" 8 °f 15 our -TO -OUT OF D I - za•-o• zs�-o' ---------------- I ER-3 I - m ___ _� ____�_____ ER2 2 --_-- I I � � � 1 STABIUtt CHANNEL z UBDG060-50B ----- _____ _____ L� II G-s I a I I y Y D+ 5TAB1Dtt DHANNEL =2 y sueDcaso-eze •' S'-0. O.C. MA%. h i - I I ti MC52 y-'-------------- ----------------- I--_------------------- EC-8 EC -a ____---_--2------------------- I -__-----------------I EC-D EC-2 EC-) ` RIGHT ENDWALL FRAMING: FRAME LINE 7 4 f___________________________________________________________________ 1 i I i I _____________________-___-_____-___________________________________— __________________________________________________________________� I I I I I I I i I I I SHEETING NOT BY —N RIGHT ENDWALL SHEETING & TRIM: FRAME LINE 7 I I MRx 0 (OSLE ACCE550RY.SHE�E1)ACCf550RY �'Wnr 1. w,rf$ TS- DENOTES TORSION 5 %NG SUPPORT SCALE : NONE L.-L 1. .n oa-16-DR WORLDRE%BURGGYM +a eh) . IDAHO ENDWALL FRAMING BEHLEN MFG OOLUMBUS, NEBRASK VS 3� hr OATS er DA E Mmm N1 DATE DATE tM DATE 1M OA EI-1 DATE aKwn M3749 y1° 9 °x 15 n 2 3 25'- ' 25'-0' 'D• 6 - _ _ _ as �5 aaa Z STA81 tttt —NNEL as 555 aaa 555 - sS�Qaa s'$Kaa - ++aaSS as 55 £ yb `§2 ` Zl'b 5� SiAB1utt CHANNEE 5 BDGO80-625 m b � d _______________________________________________________________I_________________________________________ = 1 H EC-5 RI1-5 RF2-5 PF2-5 RF2-5 Rfl-5 EC-6 LAPS I c LS l e ]/P f e iLyl a a/f f e Ida LP I eI a ]/f I e yi' a]/]• FRONT SIDEWALL FRAMING: FRAME LINE A FRONT SIDEWALL SHEETING & TRIM: FRAME LINE A 9- D-15 I1ELD LOCATED ACCESSORY (SEE LCESSONY SNEE1) T5- OE 6_ —10N SFPWG SURRORT WORLD GYM BEHLEN MFG. CO. RE%BURG, IDAHO COLUMBUS, NEBR, tllo ti 150-0' —OUT OF S,EEL - 8 - 5 4 3 25'-D' 26-W 2 25'-0' 55. 3/�55 \ 33�55 5 �4n°45 ��3�lcg` ��M1M1y,�55� �3 STABIHIY CMPNNEL 3° s5 3A SUBDGOBO-828 'ZsSi 333\ 323 5'-T O.G MAX. ? H_______________________I______________________________________________________________ ______________________ H EL-) RFI-1 RF2-1 - - - EC-1 .,T PS Eft eLR• ~Yf ei/•• e>/f YF�I ea/R' ai aLa' BACK SIDEWALL FRAMING: FRAME LINE E O� 004 pp ------------------------------------------------------------------------------------------------------------------------------------------------- i i i i � SHEETING NOT BY BEHLEN I 1 I I I I I BACK SIDEWALL SHEETING & TRIM: FRAME LINE E ,w•wi A- r� -OYSHALLE$$ORT (SEEESSREET) TS- DE'NDTES TORSION —ING SUPPORT -..E : NONE p O.w.Wul •rz oe-u-OR WORLD GYM RE%BURG,IDAHO Iff BEHLEN MFG. CO. COLUMBU% NE.RASK lo DATE MD)Dw OaTE wpm R OAIE REW90N5 pp DARE .10 .wpm DATE tt DATE maven SIDEWALL FRAMING X° M3)49 '"-I1rz15 ®z ewn ao m.uc cauw Imz woaea LOW SIDE DETAIL, A TR T TO COLUMN D TAI FNOWA RAF R -SPL[CE O 1N .. HIGH SIDE U] �l_ll Ri�1L�i[341iCiIKA9SIH iSx:K v�Sl" �.xcu .cz DETAIL: RAKE ANGLE 70 EAVE STRUT DETAIL: RAKE ANGLE TO PURLIN DETAIL: RAKE ANGLE TO SERVE STRUT WITH RAKE ANGLE LAP se —an: om nK nmoz —IT �3 urz rca ux sraur .oxu cwvxzcnm av I`H" c°""cn0x °•° "wsx co�.scnox va � / .o"m mwsrnax ago ao rawc <axux ` M�1 j�vi vwicsl HIGH SIDE D/SLA PLAIIE COLUMN OEM LOW SIDE HIGH SIDE DETAIL: EAVE STRUT TO ENDWALL RAFTER DETAIL• EAVE STRUT TO ENDWALL RAFTER 1=21 IN RPILI STABILITY CHANNEL TO GIRTS DUMI FNDI AP OF RDOF TRIM *T I zwmm F-ER 4mm 51 - F 24; .'-F SAKE TO Z;ALL ER -LASHING (PARAPET WALL) �Ml nan —PEDrPURLINS NOT SHOWN DETAIL: ANTI —ROLL CLIP AND STRAPPING ON FIRST "" AVAI AB P IR IN P FROM OW EAVE nwai a. (r2�u[o) ro um rxyr wnuv xr (w) DETAIL• TRUSS DIAGONAL STRAPPING GONNEGTIONS TO (END) ANGLE "°" AT (BOTTOMI OF PURLINS OFTAIL: TRUSS DIA ONA TRAPPIN ONN TON TO IN RM DIA AN '"" AT (BOTTOMI OF PURLINS m ■oil®0® � I *�T !Rolm RE.B lot Or - - DETAIL• TRANSITION FROM THE END OF CONTINUOUS STRAPPING TO THE DISCRETE BR IAC�IN\G TRUSS E DFTAIL'. DIAGONAL STRAP CONNECTION TO ENDWALL FRAME AT PURLIN UNE MATH ANTI -ROLL CUP REM -- - - - - -- --- r_--... d -_� - i NOTM iB1 ter. , Ilk all ®u.e �aare,e mee c.�, k i _ --d ----_-ID r 1 G - RESIDENTIALUFA— ` I ,�, E_____. __ _ _____ AREA \ �' `.." �" D u EE u Y WORLD bYM ■. - h- ...1 a PINISH FLOOR ELOVATION _ bg 917E PLAN � i� �/�;$ rou erebra u•o use re.m i - � �� d SS r .. - -��"� mewv ro --- —PH E €� J - M E - - - g nawo• ..... ,a u� r, it I 'I, i i I I I I I I MEZZANINE LEVEL PLOOR PLAN I - ➢�S�IIIII��� a��ilei o II; I I a MAIN LEVEL PLOOR PLAN k"i x� A —I 11 D� - -- .- -- - - - - - - - -- - ----- ' PRLPC �('T• NOTESID Q cecaxe / FUMJRE PARKING iz --_ I i REAMFNATIAL `• ti ;! \ ? '•SS gg •'41 Vi 2jS bYM 4I FINISH FLOOR ELEVATION 49159 yyg5p �' •' w SIITTC PLAN - ---------------- --- - - -- ---------------a-.-.�----------------------