Laserfiche WebLink
<br /> <br />B E A ~~ <br />PURUN <br /> <br />TO COLUf,1f\j <br />TO COLUM~~ <br /> <br />CON~JECTIONS <br />CONNECTIONS <br /> <br />2' 5MB <br /> <br />/ <br />2.2P( ./ <br /> <br />"':>: <br />".q: <br />""w <br />0"" <br />o <br />"z <br />l\J- <br /> <br /> <br />..- <br />I <br /> <br />U~E 4 MIO SMS EACH : 0 <br />SIDE FOR@ @POST I <br />ALL OTHERS SEE I <br />rASTENER SCHEDULE I <br /> <br />BELDV ~ 0 <br /> <br /> <br />I <br /> <br />~) \ <br /> <br />m <br />>-0 <br />" <br />0l\J <br />0.. <br />r <br />u- <br />C;Ge <br />ZO <br />t.. <br /> <br />l\J <br />~ <br /> <br />OVERLAP <br />BEAM <br /> <br />x <br /> <br />o <br />.. <br /> <br />DETAIL CD <br /> <br />I X 2 09. INTERNAL SCPEVED <br />VI 2 010 1 1/2 SMS 1 X 2 DB. INTER~'AL ~CREvED <br />VI 2 0:0 I 1/2 SMS <br /> <br /> 0 <br />2 510<8 c .. <br /> w "- <br /> :> <br /> w :> "" <br /> 0 0 '" Z 7: <br /> u 7: '" <br /> '" ::J <br /> -' ;., <br />USE 0 0 ",0 <br /> u <br />r AS TENER x D <br />SCHE DULE 0 ",>- <br />T I ME S 2 z <br /> 0 0 <br />GUSSET PLATE --1 <br />MIN THICKNESS <br />EDUAL TO BEAM <br />DET AIL @ <br /> <br /> <br /> F ASTE~JER SCHEDULE <br /> pos T SIZE FASTENERS RE00:REO <br />@@ ? . ) PB 4 1'0 SlAS EACH SlOE <br /><D 2 . 4 PB 6 110 SlAS EACH SlOE <br />f[) 2 . 4 SlA8 8 l' 0 SlAS EACH SlOE .. <br />@(D 2 l( 6 sua 10 110 SlAS EACH SlOE <br />Q)@ 2 x 7 sua 12 1'0 SlAS EACH SlOE <br />CD 2 , 8 5MB 12 110 S,",S EACH SlOE <br />@@ 2 . ~ 5MB ,. 110 S,",S EACH SlOE <br /> <br /> <br /> <br />2" SU8 ,ll <br /> <br />U <br />USE 4 _10 SMS EACH n <br />SWE rOR @ @POST: 0 <br />ALL OTHERS SEE n <br />rASTDJER SCHEDULE n <br />BELOV. ~ <br /> <br />II 0 <br />n <br /> <br />CVERLAP <br />8EAM <br /> <br /> <br />DETAIL G <br /> <br />PURLIN <br /> <br />NOTCHED TO REG. PURLlN -_ <br /> <br />1/11;i" REG. CHANNEL <br />4 11'0 SlAS <br />EACH SIDE <br /> <br />/1 <br /> <br />DETAIL CD <br /> <br />~~ <br /> <br />c .. <br />w"- <br />~ :> <br />'" z '" <br />~ ~ ~ <br />N 8 M <br />Xo <br />l\J>- <br />~ <br /> <br /> <br />.10 I 1/2 SMS <br />24' ON CENTER <br /> <br />( ALTERNATE CONNECTION - (2) #10 x 4" <br />SMS ANGLED INTO PURLlN ) <br /> <br />COLUMN <br />PER SCHEDULE <br /> <br />NOTES, IX2 OB AND 2X2 PB CAN BE ROTATED IN ALL CONNECTIONS DETAILS, <br />EXAHPLE, USING DETAIL @ IJITH THE TOP "X" AND IX" POSITIONED UPRIGHT AS SHOIJN IN <br />DETAIL @ IS OK, USE rASTENER SCHEDULE or GUSSET PLATE AS INDICATED <br /> <br /> <br />ALUMINUM STRUCTURES MASTER PLAN <br />ENGIt-EERING,INC, @ COPYRIGHT AL, INC. 1994 <br /> <br />39 <br /> <br />