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<br /> <br />~-,~,. <br /> <br />[B~:AM TO BEAM CONNECT~ON DETAIl.S I <br />SPACING BETWEEN SCREWS CANNOT BE LESS THAN 2" <br />GU';SET TI1ICKNESS 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 /> CHAMFER TO CLEAR SCREEN <br />BEA~ TOT/'.L FASTENE!~S <br />SIZE B::>TH SIDES "0" "b" <br />2x4 5MB 14 eo #10 9/$ NA NA <br />2x6 5MB 22 eo #10 SHS NA NA <br />'2x7 5MB 30 eo #10 SHS NA NA <br />2x8 5MB 34 eo #H) S~{S NA NA <br />2x9 5MB 38 eo # 1() 5\13 DETAIL @ <br />NA NA <br /> <br /> <br />BEAM TOTAL FASTENEJ'S <br />SIZE BOTH SIDES "0" "b" <br />2x4 5MB 16 eo #10 SMS 14" 4" <br /> 16" 4" 0 0 0 0 0 0 <br />2x6 5MB 24 eo #10 SM$ <br /> 0 0 0 X 0 0 0 <br />2x7 5MB 28 eo #10 5MS 16" 6" 0 0 0 0 <br />--- --- <br /> 20" 6" --- --- <br />2x8 5MB 40 eo ro SMS <br /> 32 eo 12 SMS 20" 6" EXTERIOR GUSSET PLATE <br />2x9 5MB 40 eo ~10 SMS 20" 6" <br />32 eo ,,12 SMS 20" 6" <br /> DET AIL @ <br /> <br /> <br /> <br />BEAM TOTA_ FASTENERS <br />SIZE BOTH SIDES " " "b" <br /> 0 <br />2x4 5MB 16 eo #10 SMS 14" 5" <br />2x6 5MB 24 eo #10 SMS 16" 5" <br />2x7 5MB 28 eo #10 SMS 20" 5" <br />2x8 5MB 36 eo ~10 SMS 20" 6" <br />28 eo 12 SMS 20" 5" <br />2x9 5MB 40 eo fO SMS 20" 6" <br />32 eo 12 SMS 20" 5" <br /> <br />BEAM TOTAL FASTENEI~S <br />SIZE BOTH SIDES "0" "b" <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 ~10 SMS 20" 6" <br /> 32 eo 12 SMS 20" 6" <br />2x9 5MB 44 eo ~10 SMS 20" 6" <br />32 eo 12 SMS 20" 6" <br /> <br />DETAIL @ <br />A 4 "x, 125" FLAT BAR MA Y BE USED <br />INSTEAD OF GUSSET PLA TES CALLED " \ <br />OUT WITH AN APPROPRIA TE LENGTI1 {) y~ <br />TO ACCOMODA TE THE REQUIRED SCRE.~ 'S '\ <br />~'<---\\ c\ \ / <br />~~\) \)~~) <br />v <br /> <br />BTBI <br /> <br />128 <br /> <br />~,~ ALUMINUM ',;51, :,TRUCTURES MASTER PLAN <br />E~ tIC:: @ COPYRIGHT AL, INC, 1994- <br /> <br />- , i; <br />" '1.1 ' <br />