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<br /> <br />" <br /> <br />I BEAM TO BEAM CONNECT~OfN -DET All.Sl <br />SPACING BETw[EN SCREWS CANNOT BE /.ESS THAN 2" <br />GUSSET THICKNESS MUST BE GREA TER OR EQUAL TO WALL THICKNESS <br />BEAMS SHOWN ARE SCALED AS A 2x9 5MB <br />OTHER BEAMS ARE SIMILAR <br /> <br />BEAM TOTAL FASTENERS <br />SIZE BOTH SIDES " 0 " "b" <br /> I <br />2x4 5MB 14 eo #10 SMS NA NA <br />2x6 5MB 22 eo #10 SMS NA NA <br />2x7 5MB 30 eo #10 SMS NA NA <br />2x8 5MB 34 eo #10 SMS NA NA <br />2x9 5MB 38 eo #10 SMS NA NA <br /> .---------------..." <br />BEAM TOTAL FASTENERS <br />SIZE BOTH SIDES " " "b" <br /> 0 <br />2x4 5MB 16 eo #10 SMS 14" 4" <br />2x6 5MB 24 eo #10 SMS 16" 4" <br />2x7 5MB 28 eo #10 SMS 16" 6" <br />2x8 5MB 40 eo ~ 1 0 5M5 20" 6" <br />32 eo 12 SMS 20" 6" <br />----- ._-----~--~----"--- <br />2x9 5MB 40 eo ~10 SM3 20" 6" <br />32 eo 12 5M5 20" 6" <br /> <br />BEAM <br />SIZE <br /> <br />TOTAL FASTENERS <br />BOTH SIDES <br /> <br />"a" <br /> <br />"b" <br /> <br />2x4 5MB <br /> <br />16 eo #10 SMS <br /> <br />24 eo #10 SMS <br /> <br />28 eo #10 SMS <br /> <br />36 eo #10 5M5 <br />28 eo #12 5M5 <br />40 eo # 1 0 5MS <br />32 eo N 1 2 SM3 <br /> <br />14" <br /> <br />16" <br /> <br />20" <br /> <br />20" <br />20" <br />20" <br />20" <br /> <br />5" <br /> <br />5" <br /> <br />5" <br /> <br />6" <br />5" <br />6" <br />5" <br /> <br />2x6 5MB <br /> <br />2x7 5MB <br /> <br />2x8 5MB <br /> <br />2x9 5MB <br /> <br />BEAM TOTAL FASTEt~ERS <br />SIZE BOTH SIDES " 0 " "b" <br />2x4 5MB 16 eo #10 SM5 14" 4" <br />2x6 5MB 24 eo #10 SMS 16" 4" <br />2x7 5MB 28 eo #10 5MS 16" 6" <br />2x8 5MB 40 eo 10 SM5 20" 6" <br />32 eo 12 5MS 20" 6" <br />2x9 5MB 44 eo f 0 SMS 20" 6" <br />32 eo 12 SMS :>0" 6" <br /> ------ <br /> <br />CHAMFER TO CLEAR SCREEN <br /> <br /> <br />~- <br />/0 7'Y J <br />~~~~_o 0 o_~ <br />~ <br /> <br />L~ DETAIL (!) <br /> <br />~-1--'---- ~ <br />~~- -------------3~- <br />o 0 0 0 0 0 0 0 -~------__ <br />~. 0 0 0 010 0 0 0 ~--~!-_/ <br /> <br />o 0 __ __ ___1--. ____ 0 0 <br />~ -- <br /> <br /> <br />~/ (;"';';T:'::' ~;,,;, ....~.. ~ ...~ <br /> <br />-....... <br /> <br />~ ~ <br />~ 0 <br />~ 0 <br /> <br />o --- <br />o 0 -~I <br />() <br />o 0 00/ <br /> <br />~ 0 0/ <br /> <br />-~ <br /> <br />----- <br /> <br /> <br />\' <br />\ 0 0 <br />\ 0 0 <br /> <br />o <br /> <br />o <br /> <br />o <br /> <br />o <br /> <br />~. <br />/ <br /> <br />DETAIL (1:) <br /> <br />-I <br /> <br />-- <br /> <br />J~~~-"<~l I <br />//----t----j-=--l II <br />~ !::~;ml:::l-"j-/ I <br />~\ ~~/-/ ----------.. r I <br /> <br /> <br />~/ IHTAIL Qv ~- j I <br /> <br />A 4"x.125" rt A T BAR MA Y /11' USED <br />IN', TEAD OF C1fSSI: r PI A TF S CALLW <br />0/1 r WI TI/ AN f\F'!'rWf'f,'IA If I ENGTI! <br />TO ACCOMODA IE TIlL f(LOUfRED smrws <br /> <br />BT~____n__==~~.~._.n______-n=::.=.:::=:..:::::::: :::.n___._"'" <br />I ---- --.-- ~ ALUMINUM STRUC.TURES :tfAST.ER PLAN <br />28 &Jl E~ H::. @ COPYRIGHT AL. INC 1994 <br /> <br />-------- <br />~ _.--._~~._-~ <br />