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<br /> <br />r <br /> <br />BEAM <br />PURUN <br /> <br />TO COLUt1N CONNECTIONS <br />TO COLUMN CONNECTIONS <br /> <br />b) <br />b <br />~/) <br />\\ <br /> <br /> <br />2' 5MB <br /> <br />I. ,~ <br /> <br />r- <br />I <br />U:E 4 .10 SMS EACH : 0 ) \ <br />SIDE 'OR@@POS r I~~ ~ <br />ALL OTHERS SEE I _ <br />· AS T[<l(R SCHEDULE I <br />BHOII ~ 0 :v <br /> <br />I ~ <br /> <br /> <br />'" <br />~o <br />" <br />~ov <br />. <br />r <br />u- <br />~~ <br />... <br /> <br />OVE RL AP <br />BEAM <br /> <br />" <br />~ <br />.. <br /> <br />! ' <br />! <br /> <br />DETAIL 0 <br /> <br />~ <br /> <br />I X 2 09 INTERNAL SCPE\o'ED <br />\1/ 2 .10 I 1/2 S'<S 1 X 2 DB, INTE~"AL SCI1E'.IED <br />11/ 2 .:0 I 1/2 SMS <br /> <br /> <br /> <br /> '" <br />2' SlAS '" .. <br /> ~ > <br /> w ..... <br /> 0 0 ~ i ~ <br /> ~ :J <br /> -J n <br />USE 0 0 ova <br /> u <br />. AS TENER xa <br />SCHE DULE 0 'U~ <br />liME S 2 ~ <br /> 0 0 <br />GUSSET PLATE -1 <br />MIN THICKNESS <br />EOUAL TO BEAM <br />DETAIL @ <br /> <br /> <br />i\ <br /> <br />2" SUS <br /> <br />~ <br />'" .. <br />~> <br />w '" <br />~ t ~ <br />VI :J <br />...J . <br />t\l8 ,.., <br /> <br />"0 <br />I'\I~ <br /> <br />.. <br /> <br />. <br />USE 4 liD SMS EACH : 0 <br />SIDE 'OR@ @POST. <br />ALL OTHERS SEE . <br />'ASTElIER SCHEDULE I <br />BEL 011, ~ <br /> <br />. 0 <br />. <br /> <br /> <br /> <br />CI/[RLAP <br />SEAI.I <br /> <br /> <br /> <br /> F ASTDJER SCHEDULE <br /> pos T SIZE .ASTeNERS REQv,R[O <br />@@ Z , J PB 4 "0 SUS EACH SlOE <br />(D 2 . 4 pe ~ '10 SUS EACH SIDE <br />(!) 2 . 4 SUB 8 " 0 SUS EACH SIDE <br />@0 2 . ~ sue 10 "0 Sus EACH SIDE <br />Q)@ 2 . 7 SUB 12 '10 sus EACH SIDE <br /><D 2 . 8 SUB 12 "0 sus EACH SlOE <br />@@ 2 , ~ SUB 14 ,'a sus EACH SlOE <br /> <br />::;, <br />:a <br />:; <br />:; <br />== <br />== <br /> <br />NOTCHED TO REC, PURUN <br /> <br />/ NorCH POST <br /> <br /> <br />lID 1 1/2 SMS <br />24' ON CENTER <br /> <br />I/Ili" REC. CHANNEL <br />4 "0 SYS <br />EACH SIDE <br /> <br /> <br />DETAIL C0 <br /> <br />COLUMN <br />PER SCHEDULE <br /> <br />( ALTERNATE CONNECTION. (2) ',0 x...- <br />SMS ANGLED INTO PURLlN ) <br /> <br />NOTES, IX2 DB AND 2X2 PB CAN BE ROTATED IN ALL CONNECTIONS DETAILS, <br />EXAMPLE, USING DETAIL @ \11TH THE TOP 2X2 AND IX2 POSITIONED UPRIGHT AS SHO\lN IN <br />DE TAIL @ IS OK. USE r AS TENER SCf'EDl!LE or GUSSET PLA TE AS INDICA TED <br /> <br />I: <br />'I <br /> <br />.... <br />...... <br /> <br /> <br />ALUMINUM STRUCTURES AlASTER PUN <br />ENGI~ERING INC. @ COPYRIGHT At. IHC, 199. <br /> <br />.. <br />II <br /> <br />39 <br />