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it 1/2' PURUNS. ASOUIRC 3 BOLTS AT EACH END Or PURUM LAP, <br />WALL BRACE - VAAES VAAIES - SECROOF <br />ONDARY <br />HAUNCH uaeEN <br />- HAUNCH <br />0 OI <br />0 0 2'1 o <br />I <br />-{o i e r <br />HILLSIDE WASHER <br />FIAT WASHER <br />HEX NUT <br />WALL BRACE CUP REWO WITH- <br />ROD . THICK FVNOES I¦ MNGE-BRACE MAY REQUIRE <br />FlELD COPING AT FRAME WES <br />FIANCE BRACE REQUIREMENTS: <br />RULE#1= ALL FLANGE BRACES ON CROSS SECTIONS MUST BE INSTALLED. <br />WASHER RULE#2- SINGLE FLANGE BRACES ARE REQUIRED WHEN PART MARK ON <br />FLAT WASHER CROSS SECTION IS NOT ACCOMPANIED BY (2). <br />HEX NUT RULE#3- FLANGE BRACES ARE REQUIRED BOTH SIDES OF THE FRAME WEB <br />NOTE FIELD rlll HOLES WHEN PART MARK 15 ACCOMPANIED BY (2). <br />IN INSET GIRTS AT RUL 4- WHENEVER POSSIBLE, PLACE SINGLE BRACES TOWARD THE <br />INTERFERENCE CE CE WITH RODS CENTER OF THE BUILDING <br />I RULEa5- WHENEVER, POSSIBLE. PLACE ALL SINGLE BRACES ON THE SAME <br />- <br />. .. <br />SIDE OF THE FRAME WEB. <br />I ROD BRACING AT <br />COL <br />BASE BR02A1 ROD BRACING BR02B1 TYPICAL FLANGE BRACE CONNECTIONS SR06BD <br /> . <br />. CONTINUOUS WRu" UP SHOW cmillous off AMD SRIPIE PuaN AND ORi NNHAM <br /> 3-PLATE AR GAGE AT SIDEWALL. COLUMN: wAwB6a R 1111CADN <br /> <br />k <br />mwAm <br />A 11/17/21W aw6nw a <br />so/all/mm <br /> PURLIN r-A325 BOLTS <br />1/2", X.1 7/2' <br />PURUN <br />, p7 CENiRIERI.WE OF PURUN OR HOMER. <br />.F FIELD DRILL HOLES. - - <br />I. <br />ROD HANGER OR UW5IRUT AS NEEDED. <br /> <br />I - ANGLE CUP BOLTS, UNISTRUTS, ROD HANGER <br />AND CLALIPS NOT BY VARCO-PALADIN. <br /> CRANE RAFTER N(E BRACE (FB OR SFB) <br /> . <br />; SEE CROSS SECTION FOR <br />A <br />PURUN . <br /> BRACKET <br />T; <br />I MARK NO. AND-BOLTINFO. <br /> ANGLE <br />BRACE FRAME RAFTER <br />' - <br />V• <br />JACKET 6325 IL <br />Y/2" X 1 1/2" <br />SQUARE WASHER <br />RUNWAY BEAM (FRAME SECTION <br />S es <br />4 1/2" S" 4 1 ' <br />I 1 <br />EN 1 I <br />I I <br />FIRE SPRINKLER HANGER SYSTEM MUST <br />BRACE RODS BE CAPABLE OF RESISTING 250 LBS. PLUS <br />WEIGHT OF WATER TILLED PIPE PER CODE <br />OTHER SUSPENDED LOADS EXCEEDING 100 <br />LBS, MUST BE SUSPENDED SIMILAR TO THIS <br />1/2' OR LESS 7 DETAIL 00 NOT CLAMP TO BOTTOM FLANGES. <br />HEX NUT HILLSIDE <br />WASHER & MT <br />WASTER (TYP, BOTH ENDS) CONTRACTOR'S NOTE: ANY LOADS OVER 400 185. APPLIED TO VP MEMBERS <br />SUCH ASHVAC, LIGHTING, DUCTING, PIPE SUPPORTS ETC. MUST BE LATERALLY <br />EMS (PURUN <br />EN101M R 10/!5/06 <br />Ew1PINO MIT F = FEET .. G = GAGE CXXNN = COLUMN (PLATE) . <br />Y 0^ <br />RSmnuiaro 0%svuDC I - I 1-I I - INCHES 0 = OPERATION CGXNN: =COLUMN (GAD <br />. AuroGSNHHD I?xR <br />= EIGHTHS C = FIN/COLOR NCXNNN = COLUMN (HOTROLL) <br />Ow: 01SEB ucew6s Brow. <br />E <br />NG FULL PEI WELD SPLICE COUPLING NUT SPLICE PANEL/COVERING RHXNXN =. RAFTER CPLATE) <br />DE UL31172619TD <br />K F F 1 i E G G 0 0 0 C BGXNNN=RAFTER fGAGFJ <br />"SHOP SPLICE DETAILS" LENGTH . CODE NRXwNN RAFTER (HOTROLL) <br />TRXNwN a TRUSS RAFTER <br />a?sotrnma <br />PLAT <br />?tp!`"yup x UND M0 M0 INSULATION ICXwwR =INTERIOR COLUMN <br />w ] N H 1 F F 3 F 0 I I I 1 S I 6 I 0 3 G Y V pCXNNw - PIPE COLUMN . <br />LENGTH v10TH TKK CODE TCXNMw ° TUBE COLUMN <br />ROD LENGTH <br />(As NW1RI ON D16TDB OwNIH1Q SECONDARY (STANDARD) EPIAiww n ENDPOST (PLATE) <br />0 1 G 1 9 1 1 4'l 7 EGXNww - ENDP13ST CAGGE) <br />7HRO °°I" ENDS w t m F F I 1 E G G <br />'WITHOUT TURNBUCKLE CHXNKX - CANOPY (PLATE) <br />LENGTH CODE <br />DCLBXHPSw,e CANDPY (GAGE) <br />CHXwwN a PIGGYBACK CANOPY <br />iwwW?ruD tu SECONDARY (SPECIAL) <br />HOT <br />epFAAw&N ." w O Of G l 9 1 1 4 1 7 <br />fF yw LENGTH CODE <br />r-- . r ROD BRAONG <br />LENGTH 0 3 R A B 5 1 0 <br />g1 01w JRJ ROM H W wwwt OK mSaRH aA11NIRN 1 E N N F F I I <br />RO ND ROD%F ENDS DIAA LENGTH <br />K NUMBER KEY EN50A1 <br />NOTE <br />CRANE RAIL. RAIL CONNECTIONS <br /> <br />- BANE BRACKETS - BRACED TO THE MAN BUILDINGS LATERAL LOAD RESISTING ELE <br />BRACING STRUTS OR PRIMARY FRAMES) AS REQUIRED BY CODE <br />BRACING MUST BE PROVIDED AND INSTALLED BY CONTRACTOR <br />SMIC LOADS <br />R SE <br />F CONCENTRATED LOAD, LOADS LESS THAN 500 L85. MA <br />USING CLAMPS, (1 1/2" FROM EDGE OF FLANGE) <br />CENTRATED LOADS SMALL NOT EXCEED USER DEFINED COLLATERAL <br />O <br />AND CRANE STOPS ARE <br />NOT BY VP BUTIAINGS <br />. . <br />I <br />O <br />AND MUST RESIST LATERAL LOADS EQUAL 70 THE WEIGHT OF THE SUSPENDED C <br />N <br />LOADING INDICATED ON THE PURCHASE ORDER AND IN VP CALCULATIONS. <br /> <br />) <br />2A5 <br />C LOT OR AS REQUIRED BY CODE, WHICMV4M 15 LESS, <br />SUSPENDED LOADS <br />N10A1 <br />E <br />SUSPENDED LOADS <br />EN10A2 <br />LE BRACE CRNA UNDERHUNG CRANE (ROD BRACING R0 - <br /> RUNWAY BEAM (FRAME SECTION) FROM PURLINS - 100 LB. LOADS OR GREATER FROM STRUCTURAL BEAMS <br />Exro 0.W01/115TR L <br />f <br /> R SLIM AS <br /> REQUIRED <br /> <br />. TYPICAL SOL <br />. <br /> I PLATES, FAC <br /> OR CANOPY <br /> CONNECTION! <br /> <br /> <br /> <br />MAY BE STRAIGHT __: <br />OR TAPERED MEMBER <br />FLAT SHIN AS <br />REQUIRED <br />BETWEEN BOLTS <br />V-Cr <br />STANDARD SHIM PROCEDI <br />TYPICAL AT ANY BOLTED CONNECTION <br />DOTE: FIELD OJT SHIMS TO <br />DESIRED DIMENSIONS TO <br />ACHIEVE DESIRED. RESULTS <br />SHIMS ARE MADE <br />FROM L.053" MATERIAL. <br />NOT APPLY TO THE PERFORMANCE <br />SIGN OF ANY OTHBR PRODUCT - y ; a . <br />?A1 <br />IAAOTORASAUOR ERECTOR IS SOLELY- .. <br />?'CBMatMdPDdommum" <br />aM <br />OR DE <br />OR COMPONENT FURNISHED BY VP 'yyQ,,??a <br />?Oti. yp'AlG THE 0aDW:CON <br />PESPONSNLEFORACCUIMTE GOODOUAU1YWOrofMPNSXI wgROV <br />1 <br />d W20RD06 .. <br />EXCEPT TO ANY DESIGN OR PER- <br />FORHMCB REQUIREMENTS F•Y, V''KK'' <br />J1 ? 11G 0Q <br /> <br />E <br />PPP,,, 0 Al <br />1 <br />1 NDECRN6DIEBILIDNG D)CO)NOAMANCEWI)NTME <br />DETAPb NCEONTME DRAWN0. <br /> <br />Au S?eSEVP cnoNGUNEB8,, o <br />FtI61:D. C0 <br />0ES <br />ro'f!- PBUR.DINOS <br /> <br /> <br />Pte" 'I00' <br /> <br /> <br />BM BJ <br />. <br />9PRCI1'IBD BY VP. <br />. MUUn"nuR10 ANDUAUBTRY9TAIAARL'SPERTANWGTO PROPER <br />NCWNNDIXECMiRECTU6E Of iENPOAARY <br />EPEC <br />OIAIOGDPw <br /> <br />? <br />°? <br /> ? uTR IHA..". m,."N1sHm, aNM SAD N <br />NOTE - 01 <br />ALSO SEE CRANE DATA SHEET <br /> OtAF <br /> 11 <br />1 <br />1 <br /> <br />0 1 <br />1 <br />111 <br /> l1 <br />O jl <br /> i1 <br />1i <br />/I6' .3" H. y1 11??/I(4) " XIH " <br /> 6325-SC DOLTS ' <br /> ALL CONTACT SURFACES <br /> MUST BE FREE OF PAINT <br /> DIRT AND OE <br /> *CR NE SUSPENSION; <br />KET <br />A325- OMIT <br />BOLT AND FIELD O (1) PLATE WASTER <br />.WELD IF REO'D FOR <br />AUGNMENT PER EACH. SIDE <br />OF BRACKET WEB <br />ANGLE BRACE (PHI-) <br />I 1/2 " <br />/ <br />A3 <br />BOLTS <br />25 <br />. LOCATE ALLCRANE BRACKETS <br />rd1 <br />• I N THE SAME SIDE OF THE SHOP <br />T <br />-SC BL15 <br />25 ELDED CONNECTION PLATE FOR <br />ENTIRE BUILDING <br />HE <br />CRANE RUNWAY BEAM <br />UNDERHUNG CRANE ( FIELD BOLTED) R01 AA <br />(4) BOLT BRACKET CONNECTION (hw?iPl> p? <br />°E N R IBAM)wl <br />IP FRAMES OR SUPPORT BEAMS <br />3" MAX. GAGE <br />(ION. 1/2" A307 BOLTS <br />0 4' MIN. PITCH), <br />/9H <br />CUPS, PLATES OR BOLTS J/ <br />ARE NOT BY VARCO-PRUDEN <br />CONTRACTOR'S NOTE: <br />FIELD DRILL OR FIELD WELD SUSPENSION ANGLES OR PLATES. <br />ALLOWABLE LOAD° 1 HOP PER PAIR OF BOLTS <br />n 1.4 KIPS PER INCH OF WELD WITHOUT INSPECTION <br />2A KIPS PER INCH OF WELD WITH INSPECTION <br />ADD PAIRS OF BOLTS OR INCHES OF WELD TO RESIST DESIRED <br />V BE SUSPENDEO <br />1 ROD BRACE ASSEMBLY DRAWING.. '. EN30A1 MAR --- - - "' - <br />. <br />3 COMMON GENERATED MARK NUMBERS COMMON GENERATED MARK NUMBERS <br /> D001m R 05/1//[001 Dwwm a 11/01/6003 - EIOIAIVI' A 03/16/)WS <br />FOR CONSTRUCTION <br /> <br /> <br />THE VP'EHGfNBSR'S SEAL APPLIES <br /> <br />ONLY TO THE WORE PRODUCT OF <br />Rif' f'n <br /> <br />e"'Q • <br />` 0 ol@AATWNHEREON <br />REAWN90EPROPEAttOFYPeMLWIGS <br /> <br />RN PROVWFD SOLELY FOREREDiR)OTHE MUUNNG <br />VPBDIIdIngs,Inc. <br /> <br /> <br />UILDING SEWS . <br /> <br />_ <br />VP AND DESIGN AND PERFOIWANCB 1 <br />?V' DESCRIBED INTHEAPPLICASLEPURCHASE ORDER AND 32COPMymClubdrdA MetnphlsTN 28126 <br />REQUIRM48NTS SPECIFIED BY VP. <br />THE YP. ENGINEER' 9 SERI 0069 ' <br />1 a ? 7 "'I SMALL NOTBEMODIFIED. RREPRODUCED OR USED FOR <br />x;hw LOFvpWRBNOS PRIOR WRITTEN <br />REP <br />DATE <br />BE <br />OWUlwlt <br />mam <br />Lefewoo0RPBysllms <br /> <br />w1 <br />900600071.01 .