Laserfiche WebLink
<br />.. <br />III <br />.. <br />.. <br />.. <br />III <br />.. <br />III <br />III <br />. <br />. <br />.. <br />. <br />. <br />. <br />. <br />I <br />II <br />, <br /> <br />. <br /> <br /> <br /> <br />b) <br />b <br />~Il <br />\\ <br /> <br />@@ <br /><D <br /><D <br />@0 <br />Q)@ <br />(D <br />@@ <br /> <br />~....- _ ......1._..__6 <br /> <br />BEAM <br />PURUN <br /> <br />TO COLUI.1r\J CONtJECTIONS <br />TO COLUMN CONt\JECTIONS <br /> <br />2' SHB <br /> <br />"':I: <br />:1:... <br />VOw <br />/~: <br />.z <br />"'- <br /> <br />1.1 ~ <br /> <br />r- I.' <br />I .. <br /> <br />U~E 4 _10 SHS EACH : 0 <br />SIDE rOR@ @posr I <br />ALL OTHERS SEE I <br />rASTEN(R SCHEDULE I <br />BElOV ~ 0 <br /> <br />I <br /> <br />OVERLAP <br />BEAH <br /> <br />n \ '" <br />....0 <br />11 <br />00\) <br />Q. <br />'" r <br />::: u- <br /> Oll< <br /> zo <br />'" ... <br />2 <br />. <br /> <br />DETAIL CD <br /> <br />I ~ Z 09 I"TERNAL SCPEIo'E D <br />\// 2 "10 I 1/2 S...S <br /> <br />2- S"'8 <br /> <br /> <br />w~ <br /> <br />I ~ " 0 B '''TEl<f'AL SCI;'E\/EO <br />'01/ 2 -:0 I 1/2 S...S <br /> <br />o <br /> <br />o <br /> <br />2" S"'8 <br /> <br /> <br />.. <br /> <br />'" <br />c . <br />~ > <br />~ Z VI <br />~ ~ ~ <br />..J . <br />t\J8 M <br />><0 <br />"'.... <br />~ <br /> <br />. <br />USE 4 110 S...S EACH : 0 <br />SIDE rOR@@pOST. <br />ALL OTHERS SEE . <br />rASTDJER SCHEDULE . <br />BELOV. ~ <br /> <br />I 0 <br />I <br /> <br />USE <br />rASTENER <br />SCHEDULE <br />TIHES 2 <br /> <br />o <br /> <br />o <br /> <br /> <br />o <br /> <br />o <br /> <br />o <br /> <br />GUSSET PLATE <br />HIN THICKNESS <br />EOUAL TO BEAM <br /> <br />-.I <br /> <br /> <br />CVERLAP <br />8EAM <br /> <br /> <br />DETAIL <br /> <br />@ <br /> <br />DETAIL @ <br /> <br />FASTENER SCHEDULE <br /> <br /> <br />PURLlN <br /> <br />POS T SIZE <br /> <br />rASTE"ERS REOl.:RfD <br /> <br />2 , J PB <br /> <br />· "0 sus EACH SIDE <br /> <br />IIOICH(O TO REC PURlIN <br /> <br />-- <br /> <br />2 . . PB <br /> <br />6 '10 SIIS EACH SlOE <br />8 "0 SUS EACH SIDE <br />10 '10 SUS EACH SIDE <br /> <br />1/1~" REC CHANNEL <br />4 W'D SlAS <br />EACH SIDE <br /> <br />/ <br /> <br />2 . 4 SUB <br /> <br />~-o <br /> <br />2 . 6 SUB <br /> <br />2 , 1 SUB <br /> <br />, 2 "0 suS EACH SIDE <br /> <br />2 , 8 SUB <br /> <br />12 "0 SUS EACH SIDE <br /> <br />2 . 2 SUB <br /> <br />,. " 0 SUS EACH SIDE <br /> <br />'--. <br /> <br />(\ <br /> <br />~ <br /> <br />~ <br />c . <br />'" ... <br />~ ::> <br />'" z '" <br />U :I: z: <br />VI:)'" <br />..J . <br />l'\J 8 M <br /> <br />"'0 <br />ru~ <br /> <br />/ NOTCH POST <br /> <br /> <br />110 I 1/2 SMS <br />24' ON CENTER <br /> <br />~ <br /> <br />COLUMN <br />PER SCHEDULE <br />(ALTERNATE CONNECTION - (2) .10x 4" <br />SMS ANGLED INTO PURLlN ) <br /> <br />DE T A I L <br /> <br />NOTES, IX2 DB AND 2X2 PB CAN BE ROTATED IN ALL CDNIJECTIONS DETAILS. <br />EXAMPLE, USING DETAIL @ \.11TH THE TOP 2X2 AND IX2 POSITIONED UPRIGHT AS SHOVN IN <br />CETAIL @ IS OK, USE rASTENER SCHEDl'lE or GUSSET PLATE AS INDICATED <br /> <br />~ ALUMINUM STRUCTURES MASTER PUN <br />Q ENGltEERlNG,1NC. @ COPYRIGHT AL, INC. 199. <br /> <br />-- <br /> <br /> <br />j <br />I <br />i <br />I <br />I <br />I <br />I <br /> <br />t: <br />I' <br />i- !j <br />'Ii <br />I, <br /> <br /> <br />, I <br />I J <br />I <br /> <br />I ! <br /> <br /> <br />39 <br /> <br />j <br />,I <br />t <br />I <br />I <br />) , <br />'~J) <br />