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<br /> <br />BEAM <br />SIZE <br />2x4 5MB <br />2x6 5MB <br />2x7 5MB <br />2x8 5MB <br />2x9 5MB <br /> <br />BEAM <br />SIZE <br />2x4 5MB <br />2x6 5MB <br />2x7 5MB <br />2x8 5MB <br />2x9 5MB <br /> <br /> <br />f BEAM TO BEAM CONNECllON DETAILS I <br />SPACING BETWEEN SCREWS CANNOT BE LESS 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 />TOTAL FASTENERS <br /> BOTH SIDES <br />14 eo #10 SMS <br />22 eo #10 SMS <br />30 eo #10 SMS <br />34 eo #10 SMS <br />38 eo #10 SMS <br /> . <br /> ~ <br />TOTAL FASTENERS <br /> BOTH SIDES <br />16 eo #10 SMS <br />24 eo #10 SMS <br />28 eo #10 SMS <br />40 eo ~10 SMS <br />32 eo 12 SMS <br />40 eo ~10 SMS <br />32 eo 12 SMS <br /> <br /> CHAMFER TO CLEAR SCREEN <br />"a" "b" <br />NA NA <br />NA NA <br />NA NA <br />NA NA <br /> DETAIL 0) <br />NA NA <br /> <br /> <br /> 1 <br />" a " "b" <br /> 14" 4" <br />16" 4" 0 0 0 0 0 0 <br /> 0 0 0 :( 0 0 0 <br />16" 6" 0 0 0 0 <br /> --- " <br />20" 6" --- " <br /> 20" 6" EXTERIOR GUSSET PLATE <br /> 20" 6" <br />20" fl' <br /> DETAIL @ <br /> <br />BEAM TOTAL FASTENERS <br />SIZE BOTH SIDES "a" "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 />BEAM TOTAL FASTENERS <br />SIZE BOTH SIDES "a" "b" <br />2x4 5MB 16 eo #10 SMS 14" 5" --- " <br /> --- 0 0 " <br /> --- 0 0 " <br />2x6 5MB 24 eo #10 SMS 16" 5" \' 0 0 I <br /> 0 0 <br /> \ 0 0 0 0 0 o / <br />2x7 5MB 28 #10 SMS 20" 5" 0 0 <br />eo \ 0 0 0 0/ <br />2x8 5MB 36 eo fO SMS 20" 6" <br />28 eo 12 SMS 20" 5" <br />2x9 5MB 40 eo ~10 SMS 20" 6" <br />32 eo 12 SMS 20" 5" <br /> <br />BTBT <br /> <br />28 <br /> <br /> <br /> <br /> <br /> <br />DETAIL @ <br /> <br />a <br /> <br /> <br />DETAIL @ <br />A 4 "x. 12S" FLA T BAR MA Y BE USED <br />INSTEAD OF GUSSET PLA TES CALLED <br />OUT WITH AN APPROPRIA TE LENGTH <br />TO ACCOMODA TE THE REOUIRED SCREWS <br /> <br />~ ALUMINUM STRUCTURES JIASTER PLAN <br />ENCJf:Bftl. NC, @ COPYRIGHT AL, INC. 1994 <br />