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BUILDING WITH SOLID ROOFS l::...1Jul:.. beAM ~r'AN I AJjLt. .I MAXIHUH COLUMN SPACING - SIMPLE SPAN CON T [NUGUS " . RDCF PAN SPAN (INeL. FT. a. H. ) ,,' EDGe BEAM SIZE 4' ~, 8' 10' 12' 14' 1 h' (8' 2 X 2 X . 044 6' -U~ 5'-2' 4' -8' 4'-3' 3' -11' 3'-8' Patio ~xt. 6'-8' 5'-9' . 5'-2" 4' 8' 4' -5" 4'-1" 2 X 3 X . 050 .8'-4" 7'-3' 6' -6' ~' '11 ~ 5'-6" 5'-1" Patio E'XT. 9' -2' 7' -11' 7' -1 ' 6' -6' 6'-0' 5' -7' 2 X 3 X . 050 7' -4' 6'-5" :)' ''7' .::l -..:J' 4' 10' 4'-6' r I I t E'xt. 8'-2" 7'-2' 6' -4' y -9~ 5'-4' 5' -0' 2 X 4 X".044 lZ' -6' 1 A' - 9' 9' -8' 1::1 . 1. U' 8' -Z' /' -/' X . 120 S. M. B, 13' -8' 11 ' -10' 10' -7' ';I'-CJ~ 8' -11' 8' -5' 2X4X,050 9' -4' 8'-1' 7' -3' 6' -7' 6' -1 ~'-I:J TI It Ex 1:. 10' -3' 8'-11' 7' -11 ' 7' -3' 6' -8' 6'-3' 2X6 X.055 1 7' -8" 15' -4' 13' -8' 12' -6' 11 ' .7' 10'-10" X , 120 S. M, B. 19' -5' 16' -9' 15' -0" 13'-8' 1 2' -8" 11' -1 0' 2 X 7 X . 062 17' -5' 15' -7' 14' -2' 13' -2' 12'-3' X , 120 S. M. B. 1 9' -0' 1 7' -0' 15' -7' 14' -5' 13'-5' 2X7X.062 19' -6 17' -IV' 16' -6' 15' -5' S, M. E, W/INSE'RT 21' -4" 1 9' -6' 1 8' -1 ' 16'-11' 2 X 8 X . 072 18' -9" 1 7' -4' 16' -3" X.224 S, M. B. ZU' - /' 1 9' -0" 17' -9' . 2 X 9 X . 072 cU'-lu 1 ';I' -3' 18'-0' 1'7 - ~ X,224 S. M. B. . f i .. cc'.-l U' 21'-1' 19',-9' J p., '- ~I' ~1n~ >i~O" ,.-l_" G,' '~(..:> _.:r - J n .5 .-'" ,"i-II 1-1-7 '+ -A; ., g'-:l," 7 - i " lA' - '-j,t .5 .- il~ ' 5-1oj.' !S-D 41 - c u -1 f-1' 17/H <TYP. ) 1/4' /FT. Ot/IN..) ~ ~ .... 12' AL. ROGF PANS t..J ~ t..J ~ a': a': ~, (.1 A:i (.1 l:l:I ~ ~ ~ ~ ~ ~ e ~ tJ SPAN ; MAXIMUM COLUMN SPACING - SIMPLE SPAN CONTINUOUS Rl rDF PAN SPAN CENTE'R E~AH SIZE 5' 6' B' 10' IE' 14' 16' 18' 2" X6' x. U~:;)x. 1 EO I!, -g' 12'-6' 1 A' -10' 9' -8' 8'-10' 8'-i:' Self' MatlnD E'xt. 1 ' - .' 13' -8" 1 l' - 1 (i' 1 (i' -7" 9' -8" 8' -11 ' 2' x 7' x, 062x. 120.. I:;)' -7' 14'-2' 12' -3' 11'-0' 10' -0' 9' -3" Se {F' MaTlna Ext, 1 7' -1 " I.&:;' -5' 13' -5' IP'-fi' 11'-0" 10'-2' 2' x 1" x. 062x. 120 1 ';I' -6' 1 7' - t 0' lor' -or' 13' -9' 12' -7' 11'-8" Se I f' />fa 1: I ng E:xt. 21' -5' 19' -6' 16'-10' 15' -1 ' 13' -9' 12'-9" w/lnser't 2' x8' x, 072x, 224 eo' -6' 11:J' -';I. 16' -3' 14'-6' 13' -3' 12'-3' Se l f' Ma.t I no ext. 22' -6' 20'-6' 17' -10" 1.c;' - / " 14'-6' 13'-5' 2' x9' x. 072x. 224 i:::i:' -1U' CU' -1 U' 1 8'-0' 1 6' p' .. ,14' -8' 1 3' -8" Se {f' />fa 1: I na E'x-l:. 25' -0" 22' -1 0" 1 9' -9' / 7' -{:I' 16' - 1" 14'-/1' I I I EDG~ BEAM PLAN . C~NT~R B~AM CENTER B~AM PLAN SPAN TABLE 1, NOT~I VALUES HAY 3E iNTERPOl.ATE:]) FOR lNTERMOUATE LENGTHS DR SPACINGS THESE STRUCTURES OESIGNED VrfTH THE 2001 FLORIDA 8LDG. COOE tk CHAP. 6 OF ASCE 7 FOR i 20 MP4 'MND vaOCITY (3 SEC. GUST) E:XPOSURE B. I VOIO AF7FR 2-I-OS DA VlD NORRIS ENGINEERING' 112 COLEMAN RO. I 'MN TFR HA 'lEN, Fl... '33880 P n 7 -t [(863) 2.99-1048 ~:c.. 32185 I ';:.