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<br /> <br />BTBI <br /> <br /> <br />28 <br /> <br />...... ."'-.i'.'''' -. <br /> <br />:..ii:-4"7({ <br /> <br /> <br />I BEAM TO BEAM CONNECTION DETAiLS I <br />SPACING BETvy[EN 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 />CHAMFE!~ TO CLEAR SCREEN <br /> <br />"0" <br /> <br /> <br />BEAM TOTAL FASTENERS <br />SIZE BOTH SIDES <br /> <br />"b" <br /> <br />2x6 5MB <br /> <br />2x4 5MB 14 eo # 10 SMS <br /> <br />NA <br /> <br />2x7 5MB <br /> <br />2x8 5MB <br />2x9 5MB <br /> <br />BEAM <br />SIZE <br /> <br />2x4 St/,B I <br /> <br />2x6 SI.(B <br /> <br />2x7 5MB <br /> <br />2x8 5MB <br /> <br />2x9 5MB <br /> <br />NA <br /> <br />NA <br /> <br />22 eo #10 SMS <br />30 eo #10 SMS <br />34 eo #10 SMS <br />38 eo #10 SMS <br /> <br />NA <br /> <br />NA <br /> <br />NA <br /> <br />NA <br /> <br />NA <br /> <br />NA <br /> <br />DETA,IL <br /> <br />('..... <br />Ai <br />,j <br /> <br />NA <br /> <br />- <br /> <br />TOTAL FASTENERS <br />BOTH SIDES <br /> <br />"0" <br /> <br /> <br />"b" <br />4" <br /> <br />-..... <br />-...... <br />.....'-----.. <br />o 0 0 0 0 0 ;>]~.......,""-----........ <br />.............. I <br />00000000 ____ <br />00 ~ ':'0 j <br />-- -- ............. -~.... <br /> <br />- " <br />EXTERIOR GUSSET P~.ATE .......,""____.........,........./ <br /> <br />1 <br /> <br />1 5 eo # 1 0 SI.I,S <br /> <br />14" <br /> <br />24 eo #10 Sf)'S <br /> <br />1 ,-" <br />.Q <br /> <br />4" <br /> <br /> <br />DET AIL <br /> <br />@ <br /> <br />28 eo #10 SMS <br /> <br />40 eo #10 SMS <br />32 eo # 12 SMS <br />40 eo #10 SMS <br />32 eo #12 SMS <br /> <br />16" <br /> <br />20" <br />20" <br />20" <br />20" <br /> <br />6" <br /> <br />6" <br />6" <br />6- <br />6' <br /> <br />BEAM ,TOTAL FASTENERS <br />SIZE BOTH SIDES "0" "b" <br />2x4 5MB 16 eo #10 SMS 14" 5" -----...... <br /> ;;-- "- ""----....... <br /> o -..... - <br />2x6 5MB 24 eo #10 SMS 16" 5" 0 -7 ---.................. <br /> 0 00/ j <br />2x7 5MB 28 #10 SMS 20" 5" 0 <br />eo o 0/ <br />2x8 5MB 36 eo #10 SMS 20" 6" ~-----J <br />28 eo # 1 2 SMS 20" 5" <br /> 40 eo ~10 SMS 20" 6' -- <br />2x9 5MB 32 eo 12 SMS 20" 5" <br /> DETAIL @ <br /> 0 <br /> <br />BEAM TOTAL FASTENERS <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" f)' <br />32 eo 12 SMS 20" 6" <br /> <br />\~ <br /> <br /> <br />--------- <br />--------- <br />DETAIL @ <br />A 4 "x, 125" FLAT BAR MAY 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 /> <br />~ ALUMINUM STRUCTURES .\fASTER PLAN <br />~ tIC. @ COPYRIGHT AL. INC. 1994 <br />