Laserfiche WebLink
. PFSNR AT(SSJ07)THIRD - - - <br />FIELD . ONE - <br />ORM 1140 AND DRILL (p)9/18" <br />GIRT CUP (ace) DHLIL7ER ER LDlfs IN CEE a.E GIRT <br />1/4-14 MAY BE SHOP TO ATTACH JAMB <br />MUCT S 1 FSNR 1(4545307)\ "WELDED (CC7) <br />. S STIiILT <br />GIRT CUP (OC5) AT THIRD POINTS 8 1/2" INSET - <br />MAY BE I WELDED (GF 2) SECTION A - A ENOWALL GIRT CLIP (GC5) <br />GIRT CUP (GCM052D379) GIRT MAY BE SHOP <br />I. FLANGE BRACE MAY BE SHOP WELDED (GC2) <br />(FO-) OR. WELDED (CC8052033) A // - GIRT <br />----- (S?-) SIDE WALL SET 8 1/2" OR 8 1/2" V N, ELEVATION <br />I CEE GIRT iI <br />GIRT <br />FLANGE BRACE I e <br />OR i -- -- GIRT A \? I <br />lam-) i FILL ® ) 'ii I <br />BOLTS A i ? <br />\ \ a BOLTS- zf ' , k B 1 2" ) Del . COLUMN \a ,?a 1/a-1p x 1 1/4>< <br />a??5 COLUMN .(5530»F9NR? FRAME ¢3" 2 3/4" B A 1/2" JANE. <br />. 2 PER ANGLE @ @; SINGLE OR <br />ZEE CIRf SHOWN BOLTS - BOLTS .. GIRT FILLER " 71/4" DOUBLE <br />CEE GIRT SIMILAR - ANGLE (GFA-) <br />NOTE: BEFORE FASTENING THE CEE MEMBER TO THE ZEE - <br />MEMBER, BE SURE TO CRAP THE CEE AND ZEE AT THE - <br />COMMON INSIDE CORNER TO ASSURE A TIGHT FAT. SECTION A-A <br />GIRT CONN. AT COLUMN WS01B2 GIRT CONN. AT COLUMN WS01B5 GIRT CONN. AT CORNER COLUMN WS10D2 JAMB TO. GIRT WS20A1 <br />88 11//20 INSET GIRTS. 8?11//V INSET BZEE GIRTS (WITH. P. 1/2" CEE NESTED) 8 1/2" INSET GIRT AT EW, 8 1/2" INSET GIRT AT SW 8 1/2" JAMB, ANY CEE GIRT <br />RBILOIW R W/EI/2m R9dM : R CS/ZT/Sm+ <br />P FIELD LOCATE AND DRILL E 0/1 n' i <br />. DIAMETER HOLES N ZEE C A A <br />TO ATTACH JWD . <br />8 1/2" OR 8 1/2" Ir <br />JA <br />MS. SINGLE <br />OR DOUBLES SINGLE OR S <br />A JAMB BASE CUP DOUBLE <br /><?•?` CEf I I A - I .. <br />a 1OR 8 1/2' JAMB <br />2[E dRRi ELEVATION I I I DOOR HEADER <br />II FRAMED I ) 1/2" ANCHOR \® <br />1 OPENING I I RODS WITH. \® I <br />HARDENED WASHER i . <br />B 1 2• @ I l I MAX j <br />3 1/4, *0 <br />.0 1/2* 0 <br />3•. 2 3/4' I J CONCRETE FSNR p i '. B 1/2': I . <br />1 AT 24" O.C. J EQUAL EQUAL <br />I) <br />_(NOT BY V.P.) _ +T•»I(3". 'I"11 . <br />A B 1/2" LAMB, r I I <br />S 1 DOULEOR I ® rv 1 O O <br />Io I <br />I ® = - BASE. MEMBER Ip i 8 t/2' CBtT OR B 1/2 JAMEL . <br />Lj _j m m I I 'ZEE GIRT SHOWN I 1 -_ SINGLE. <br />CEE GIRT SIMILAR _ HEIGHT \ A . <br />SECTION A=A SECTION A-A SECTION A-A SECTION A4 <br />w <br />JAMB TO GIRT WS20A2 JAMB BASE ATTACHMENT WS20A8 GIRT TO JAMB WS20D2 HEADER TO JAMB WS20D9 <br />8 1/2" JAMB, ANY ZEE GIRT 6 1/2" OR 8 1/2" JAMB 8 1/1" GIRT, .6 1 /2" JAMB ANY HEADER/,. ANY SINGLE JAMB <br />"°6H'"' " „m' RtlWH RmAte/78on <br />N978W/a R,/De/im! RfeWR'e . a W/v/=4 . <br />FIELD NOTCH BASE GIRT TO CLEAR BASE ( C(BC2) CRANE BRACKET <br />COLUMN BASE PLATE bR ()6G3} FIELD NOTCH BASE CIRT <br />TO CLEAR COLUMN BASE <br />\ \ (1) FLAT WASHER <br />w" o? a?e o ?? se ;/?,e o eRaa?EE SIDE <br />WS . I? (+)%" >II?O• I <br />eel?l? C,?`` 1,?'B,• o ?7•®4fge,G, (MW_) !+ A325-SC BOLTS <br />Ter <br />04??``J ! f" "j I CAP CHANNEL ?I <br />9 <br />PLATES EACH <br />r \?J ENDWALC SIDEWALL SIDE OF WEB <br />C R ® (WITH OVERSIZE HOLES) _ <br />A325-SC ® ® (QUTWW* SIZE BY DESIGN) '00111 111pit"It, <br />BASE GIRT '?•®0 CIS O4 CA?5 RUNWAY BEAN <br />Coal) (BC2) <br />OR COG <br />rs f4 <br />I <br />CONCRETE FASTENER NOTES <br />2e O.C. (NOT BY V.P.) CRANE RAIL, RAG. CONNECTIONS <br />. AND CRANE STOPS ARE . <br />NOT BY VIP. BUILDINGS <br />BASE GIRT AT COLUMN WS27A2 BASE GIRT AT CORNER COLUMN W52:7C2 UNDERHUNG CRANE (STD, CONNECTION) CR01AB <br />4C, 6 1/2" AND 8 1/2" BASE GIRT 4", 6 1/2" AND 8 1/2" BASE GIRT BOLTING-CONNECTION (FRAME SECTION) <br />WHAM R ITIA"m Naaaa. R lylymm. 1v10010IED <br />- THE VP ENGINEER'S SEAL APPLIES <br />ONLY TO THE WORE PRODUCT OF <br />VP AND DESIGN AND PERFOANANCE <br />REQUIREMENTS SPECIFIED BY VP. <br />THE VP EIGINMM'S SEAL DOES <br />NOT APPLY 20 9W8 PERFORMANCE <br />OR DESIGN OF A11Y OTHER PRODUCT <br />' OR COMPONENT FURNISHED By VP <br />EXCEPT TO ANY DESIGN OR PER- <br />FORMANCE REQUIREMENTS <br />SPECIE730 BY VP., <br /> <br /> FOR CONSTRUCTION <br />? <br /> <br />1MSDRAWwcA INCLUDING THE wF HEREOK Q <br />n I <br />0 <br />REAWNSTNEPAOPERIYOFVPB00.0wOS. VP Buildings, Inc. . <br />. R1sPROVIDED SOLELY FORERECTING THE BURONfi <br />OEBCRBEDNTIEAPRrAMPURCHIMORDTJIAND 7200 Players Club Circle MampMs7N16125 BUILDING SED'S <br />.. <br />SHALL NOTBEMOORED, REPROCYCEDOR USED MR <br />ANYOO VALTNFROFPyWNApppDNGA 5?WITNOUTPINNWRITTEN <br />MPR REV wn a RDx>mrox <br /> <br />RmSm LehverBaEdin <br />B <br />sl <br />Aa, . <br /> <br />- THEGFNEIMCpNRACTORAWFOR ERECTOR 13SOLELY P <br />y <br />aNe <br />R"T"ftm AblybdenRNC. <br />M08800811-01 .. <br />RESPONSBLEFORACCURATE. GOOD GUALRYWOEDAINSH <br />IN ERECTING THIS BUILDING N CONFORMANCE WITH RBS <br />INIB DRAWING, <br />OAAW%N%GAMBLE VPVAE <br />1I011GUAA?A,?SppEFFREENNCfiDN <br />ALLAPWDCAN <br />E5 . <br />munau <br />FxsCOi GRTNASD 1120111006 <br />0 <br />, <br />D <br />aNOw0U31RYSTaIIDARDRPERTAwumm"RnrcR .. <br />" Tnu...R"Mw"r"w__ . <br />BLRLDINGB OSS,w+Oex