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FOR PARTIALL Y rNCLDSrIJ BUILDING IIITH SOLID ROOFS EDGE BEAM SPAN TABLE 120 MPH MAXIMUM CDLUMN SPACING - SIMPLE SPAN CDNTI NUDUS RDDF PAN SPAN ( INCL. 1 FT. a. H.) EDGE BEAM SIZE 4' ~, p' In' 1~' 14' 1~' 1 R' 2 X EX. 044 6'-0' 5'-E' 4'-8' 4'-3' 3'-11' 3' -8' 3' -5' PatiO Ext. 6'-8' 5' -9' 5'-E' 4' -8' 4'-3' 4' -0' 3' -10' 3XEX.050 7'-6' 6'-6' 5' -10' 5' -4' 4' -1}' 4' -7' 4' -4' PatiO Ext. 8'-3' 7'-1' 6'-4' 5' -10' 5'-4' 5' -0' 4' -9' EX3X.050 8' 4' 7'-3' 6' 6' 5'-11' 5'-6' 5'-1' 4'-9' Patio Ext. 9'-E' 7' -11 ' 7' -1 ' 6'-6' 6'-0' 5' -7' 5'-3' EX3X.050 7'-4' 6'-5' 5' -9' :, -3' 4' -10' 4' -6' 4' -3' Tilt Ext. 8'-E' 7'-E' 6'-4' :" -9' 5'-4' 5' -0' 4'-9' EX4X.050 9'-4' 8'-1' 7' -3' 6' -7' 6' -1 :J' -8' 5'-4' Tilt Ext. 1 n' -3' 8'-11' 8'-0' 7' -3' 6'-8' 6' -3' 6'-0' E X 4 X . 050 1 0' -6' 9'-E' 8' -E' 7' -5' 6'-10' 6' -4' 5' -11 ' PatiO Ext. 11' -7' 10' -2' 9'-0' 8'-2' 7'-6' 6' -11' 6'-5' EX4X.044 IE' 6' 1 A' -9' 9'-8' t! -1 U' B'-E' 7' -7' 7'-1' X . 120 S. M. B. 13' -8' 11'-10' 1 A' -7' 9'-B' B'-ll' B' -5' 8'-0' 2 X 5 X . 050 14' B' 12' -7' 11' -4' 1 A' -4' 9' -7' 8' -10' 8'-1' S. M. B. 11=,' -p' 13' -la' 12' -5' 11' -4' 10' -6' 9' -9' 9'-0' E X 6 X . 055 1 7' -8' 15' 4' 13' 8' 12' 6' 11' -7' 10' -10' 10' -3' X . 120 S. M. B. 19' -3' 16' -9' 15' -a' 1 3' -8' 12' -8' 11' -!O' 11' -2' EX7X.062 17' -5' 15' -7' 14' -2' 13' -E' 12' -3' 11' -5' S. M. B. 19' -0' 1 7' -a' 15' -6' 14' -5' 13' -5' 12' -5' 2 X 8 X . 072 1 8' -fr 17' -4' 16' -3' 15' -6' X . EE4 S. H. B. eo' -7' 19' -a' 1 7' -9' 16' -10' E X 9 X . 072 eO'-10' 19' -3' 18' A' 1 7' -1 ' X . EE4 S. M. B. e2' 10' El'-l' 19' -9' 18' -10' E X 9 X . 072 23' 2' El'-4' 20' -a' 18'-10' x .310 S. M. B. 25' -3' 23' -3' 21' -9' 20' -9' E X lOX . 092 26' -a' 24'-0' 22' -5' 21' -3' X . 389 S. M. B. 28'-4' 26'-2' 24'-6' 23' -4' EDGE BEAM PLAN CENTER BEAM PL N CENTER BEAM SPAN TABLE MAXIMUM CDLUMN SPACING - SIfrlPLE SPAN CDNTINUOUS RDDF PAN SPAN CENTER BEAM SIZE 5' 6' R' 10' IE' 14' 16' 18' 2'x5'x. 050 11' 4' 10'-4' 9'-0' 8'-0' 7' 4' 6' -9' 6' -3' S. M. B. 12' 4' 11' -3' 9' -11'1-' 8' -9' 8' 0' 7'-4' 6' -8' 2'x6'x. 055 13' -8' 12'-6' 10' -10' 9'-8' 8'-10' 8'-2' 7' 6' S. M. B. 15' 0' 13' 8' TT' -In' 1 n' -7' 9'-8' 8'-11' 8'-4' 2'x7'x.062 15' -7' 14'-2' 12' -3' 11' -a' 1 a' -0' 9' -3' 8' 9' S. M. B. 1 7' -I' 15' -5' 13' -5' 1 P' -n' 11 ' -0' 10' -2' 9' -6' e' x8' x. 072 EO'-6' 18' -';1' 16' -3' 14'-6' 13' -3' 12' 3" 11' -6' S. M. B. eE' 6' EO'-6' 17' -10' 1"i' -1 I' 14'-6' 13' -5' 12' -8' E'x9' x. 072 e2' -lu' ~U'-lU' 18' 0' 1(:,' -;" 14'-8' 1 3' -8' IE' -10' x. E24 S. M. B. E5' 0' E2'-10' 19' -9' 1 7' -QI 16' - l' 14'-11' 14' -0' e' x9' x. 072 E5'-4' ~3'-1' EO' 0' 17'-11' 16'-3' 15' E' 14' -4' x. 310 5MB E7' -7' E5'-2' 21' 9' 1Q'-~' . 17' -8' 16' -6' 15' -7' e'xl0'x.092 28'-b' ~b' -u' 22' -5' eo'-p' 18' -3' 1 7' -0' 16' -0' x. 389 5MB 31' -0' 28' 4' 24'-6' ~P' -n' 1Q'-II' 18' -7' 1 7' -7' f1Il1II 1.) VALUE:S HAY BE: INTE:RPDLATE:IJ FOR INTE:RHE:IJIATE: LENGTHS, DR SPACINGS, OR IIINIJ RaiIDNS 2.) FDR F:XP[JSUR~ 'C'. ROJUCr T~LE: VALUE:S LISTE:IJ BY NUL TIPL 'rING BY . 85 THESE STRUCTURES DESIGNED WITH TrlE 2004 FLORIDA BLDG. CODE W/ 2005 SUPPLEMENT dot CHAP. 5 OF ASCE 7 FOR 110-150 MPH WIND VELOCITY (3 SEC. GUST) EXPOSURE B dot C. VOID AFTER 2-1-09 DA VlD NORRIS ENGINEERING 112 COLEMAN RD. WINTER HA VE:N, FL 33880 (863) 299-1048 P.E. 32186 Pg. 2-D