Laserfiche WebLink
C,ONfIN1,101.5 ANGLE 3-1 / 2" X <br />f54A COI.. <br />5-I / 2" X 1/ 4" VVtI,t2 f0 6AGN <br />CONE. ANGLE 51 / 2" x 5 I / 211 x 1/ 4" <br />co o <br />CONGWfV eoNn J015r. FLVI2 WF.U2 fO Mac. <br />W/ 5/ a"o eXPAN5I0N eaf5 INTO <br />a <br />L <br />JOIST GIi2t7�iZ <br />66AM WITH fWO F (5/ 8" Af 12" ON Cl;NT R) <br />PLOCK a 52" O.G. <br />® <br />- <br />2 - 5/ 4"o A525 PMf5 - <br />- <br /># 5 s GONtINU0U5 - - 511 W x 9" L x 5/ a" D66AFZING <br />o o <br />v v <br />J015f F'tZOV M 5LOr5 IN J015r5 <br />MATE VVItN fWO I / 2"o X 5"ROOF <br />- - <br />8 <br />NF1.50N 51U25 <br />J015f MMNG Af <br />• <br />T/STEEL EL. <br />15'-6" /N30Vl; <br />� <br />I- o <br />14'-2' A.F.F. <br />FINI5wt2 MOOR <br />` <br />z z <br />GIRDER BEARING <br />13'-t3' <br />CONMTE BONS MAMrn <br />GAF' t 1/ 2"x 9"x I' -O" EL A.F.F. <br />_ VVttN TWO # 5' S GONi1NU0U5 <br />J015r J015r <br />w/ I/ 2" G1155�f FL U <br />- <br />0O <br />5t 1. J015f <br />I <br />all am WALI. - %e <br />Wk I - AL <br />W <br />ARGIi. MAVVINGS <br />MINFOPDNG <br />X-Bi21t2GING <br />VVIt� mQmt2 <br />. <br />W <br />/ 2" X 51 / 2" X 1 / 4" <br />2-1/ 2" X 2-1/ 2" X 5/ 16" CLp <br />1 / 2" EWAN510N 8O1.f IWO 61.OGK. <br />0� <br />W zo <br />POW51 <br />KNre 1/ 2 x 6 z O'-6"-t20 I <br />VeAm � � X 6" 5SM �'� � � <br /># 5's CONfINU0U5 I 5/ a" EWAN510N PaT5 <br />DOI-f5 W M M.AG P IN a4A,5 W/ V�t2fIC& WIWOWNG. <br />WrelZ f0 M001Z PLAN & FIFAMING PLAN FOR 5 'AMNG <br />1< <br />N <br />O <br />NOf VW2 fO J015 r <br />AtZOI N2 B11L121NG AffACI�P2 f0 E30W BEAM. <br />LOCA110N5 FOIZ 6af5 ANZ MINFOMNG. <br />F" o <br />�co <br />Af I I' -6" APM J015r 511W 1M W NO,1;t2. <br />8" CONaTfE 81.= WALL <br />FINI51W FLOOR FILL Wdt 5 5a112 Af J015r <br />l XTN51ON I.OGA1ION5. 5M <br />511=fUAL FP.AMNG PLAN. <br />NOM. <br />6ROUr 50L1t211t BLOCK5 W1e M126ING ANGNOR5 AFC ATTAOV2. <br />Q(Y <br />tit <br />1 /2" -1'-0" SEC-A45 <br />1 /2" =1 '-0" DET-S06 <br />1 /2" =1 '-0" DET-S07 <br />CA <br />3 1 <br />JOIST GIRDER BEARING AT WALL <br />2 1 <br />JOIST BEARING AT WALL <br />I <br />DECK BRIDGING AT WALL73 <br />LL <br />s' <br />f55x5 Ca. <br />J <br />J <br />5/ 8"x 9 z IZ" MNZW60' <br />56" JOISr GImiz <br />J015r C41R R <br />2 - 5/ 4"o M25 Baf5 - <br />1 /4 N61.SON S7l t25 <br />•� <br />Ill <br />MOVM <br />ROOF J015r 51.Or5 IN J015r5 <br />T STEEL EL <br />/ <br />=- I -}- III � <br />�t � a <br />p <br />^^CL <br />I <br />GIRDER BEARING EL <br />•� <br />s t!1 W <br />Z <br />f/ <br />XX" A <br />r_ 15'-D" A.F.F. <br />.. <br />���y {� r 1 <br />W <br />y <br />(L <br />1 11 <br />GAF' I�G 1 / 2 x 9 x I -O w/ <br />6RouI FRS <br />"L'` <br />2 1/z" 2 , /r f5 4 X 4 X 5,116 <br />� <br />U- <br />2 -1/ 2" 6U55t~f IV s <br />'== 161lx 24" CWJ <br />REVISION <br />p <br />f'LA5i�12 <br />Iror Yew <br />0 <br />Z <br />.- <br />2. <br />t20UDl.t; 6" 3 SIDES WAIL B�YON12 <br />}�411 mw <br />for CAP' J015lr GI13 m <br />a <br />^ <br />7. <br />4• <br />KNFE It 1/ 2 6 x O' -6"-GO <br />Y. <br />I <br />,6x4 WL. I.6 x 4 x I/ 4" w/ <br />4 - 5/ 8"o 6" LONG <br />FI.AV.12OF <br />' -$" <br />ARCHKCt: <br />NOr WELt2 fO J015r (TV.) <br />x <br />FWAN510N ANCN0125 <br />� <br />A.F.F. 5/ 4" I,LA. � <br />o <br />o u: <br />_ <br />Bor. CORP OF J015r GmtZ <br />3 16 I I 4 -15/ 16"o HOLE5 <br />o <br />N <br />s <br />a acm �: <br />CVO NOr VW1,12 fO KNIFD li; ) <br />I/31/96 <br />4"X4"X5/ 161• <br />s <br />65W LEFT <br />COLUMN <br />ifl <br />'T <br />1/2" = 1 '-0" SEC-A44 <br />1/2" = 1'-0" SEC-A46 <br />1-1/2"=1'-0" o DEr-S27 <br />- <br />S5 <br />61 <br />GIRDER @ REAR COLUMN CONNECTION <br />5 <br />1 JOIST GIRDER BEARING AT PILASTER <br />4 <br />GIRDER/CAP PLAT — FRONT COLUMN o <br />