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<br />rOR..PARTlALL Y ENCLOSE]) <br />BUILDING /11TH SOLID ROOFS <br /> <br /> HAXIHUH COLUHN SPACING - SIHPLE SPAN <br /> CONTINUDUS <br /> RODF PAN SPAN (INCL. 1 FT. D. H. ) <br />EDGE BEAM SIZE 4' 6' R' 10' I;:>' -'4' 16' 18' <br />2 X 2 X . 044 6' 6' 5'-8' 5'-1' 4'-8' 4'':'3' 4'-0' 3' -10' <br />Pa-tlo Ext. 7' -3' 6'-3' 5'-8' 5'-1' 4'-8' 4' -4' 4'-1' <br />3X2X,050 8'-2' 7'-1' 6'-4' 5' -9' 5'-4' 5'-0' 4' -9' <br />Pa-tlo Ext, 9'-0' 7' -9' 6'-10' 6' -3' 5' -10' 5' -5' 5'-0' <br />2X3X.050 9' -1 ' 7' -10' 7'-1' 6' -5' 5' -11' 5'-6' 5' -I' <br />Patio Ext. 10'-0' 8'-8' 7' -9' 7' -I' 6'-6' 6'-1' 5'-8' <br />2X4 X.050 10'-2' 8'-10' 7'-11' 7' -C!' 6' -7' 6'-2' 5'-9' <br />Tilt Ext. 11 ' -2' 9' -9' 8' -9' 7'-11' 7'-3' 6' -10' 6'-5' <br />2X4 X.050 11' 5' 10' -0' 8' '11' l:J -1 7' -5' 6' -11 6' -5' <br />Pa -t I 0 Ext:. 12' -8' 11'-1' 9' -10' I:J' -11" 8'-2' 7' 6' 6'-10' <br />2X4 X .045 13' -8' 11 ' -8' 12' -4' 9' -7' -8' ':'10' 8'':'3' 7'-8' <br />S. H. B. 14'-In' 12' -10' t'?' -6' 10' -6' 9' -9' 9'-2' 8' -7' <br />2X5X,050 16' -0' 13' -8' 12' -4' 11' -3' 10' -4' 9' -7' 9' -0' <br />S. H. B. 17' -5' 15' -0' 13' -6' 12'-4' 11 ' -5' 1 0' -7' 9' -11' <br />2X6X,055 19' -3' 16'-8' 14'-10' 13' -7' 12' -7' 11' -9' 11'-1' <br />S. M.B. 21'-0' 18'-3' 16' -4' 14'-11' 13' -9' 12' -10' 12'-2' <br />2X7X.062 1 9' -0' 1 7' -0' 15' -6' 14' -4' 13'-4' 12' -5' <br />S. H. B. 20'-8' 18'-6' 16'-10' 15' -8' 14'-7' 13' -8' <br />2 X 8 X . 072 C!U' -y 18'-10' 1 7' -8' 16'-9' <br />S, M. B. 22' -5' 20' -8' 19' -4' 18'-4' <br />2 X 9 X . 072 C!C!' -8' 21 -0' 1 9' -8' 18' -8' <br />X.224 S. H, B. 24'-10' 23' -0' 21'-6' 20'-4' <br />2 X 9 X . 072 25' -2' 23' -3' 21'-10' 20'-11' <br />X . 310 S. H. B. C!7'-5' 25'-4' 23'-9' 22'-8' <br />2 X 10 X . 092 cIS -4' CO -C!" 24' -5' 23'-1' <br />X . 389 S. M. B. 3U'-11" 28'-6' 26' -8' 25'-5' <br /> <br />EDGE BEAM SPAN TABLE 110 MPH <br /> <br />1/4" /FT. CHIN.) <br /> <br /> <br />-I ~ O/H (TYP.) <br /> <br /> <br /> MAXIMUM CDLUMN SPACING - SIMPLE SPAN <br /> CDNTINUDUS <br /> RDDF PAN SPAN <br />CENTER BEAM SIZE 5' 6' 8' 10' 12' 14' 16' 18' <br />2' x5'x. 050 12'-4' 11'-3' 9'-10' 8' -9' 8'-0' 7'-4' 6' -9' <br />S. H. B. 13' -5' 12'-3' -tn' -R' 9'-6' 8'-8' 8' -0' 7' -6' <br />2'x6'x.055 14' 10' 13' -7' 11 ' -9' 10'-6' 9' -8' 8' - 11' 8' -4' <br />S. H. B, 16'-3' 14' -10' 12' -In' I l' -I',' 10' -6' 9'-8' 9'-0' <br />2' xl' x. 062 17' 0' 15'-5' 13' -4' 12' -0' 10'-11' 10'-1' 9' -7' <br />S. H. B. 18' 6' 16' -9' 14'-6' f '?' -0' 11'-10' 11' -0' 10' -6' <br />2'x8'x.072 22' 4' 20' -5' 1 /' -I:J' I " -9' ]4' -5 13' -4' 12'-6' <br />S. H. B. 24'-4' 22' 3' 19' -3' I 7' -,'?' 15' -9' 14' -7' 13' -9' <br />2'x9'x.072 24' 10' cc' -8' 1 9' -7' 1 7' -7' 16' -0' 14'-11' 14' -1' <br />x. 224 S. H. B. 27' -I' 24' -9' 21'-4' 1 9' -;:>, I 7' -':]' 16' -3' 15' -5' <br />2'x9'x.072 26' =-9' 25' -2' 21' -8' 19' -6' 17' -9' 16' -6' 15' -7' <br />x. 310 SHB 29'-2' 27' -5' 23' -8' :Jf' - '?' 19' -4' 18' -0' 1 7' -0' <br />2'xl0'x. 092 31' 0' 28' -4' 24'-5' 22'-0' 1 9' -II' 18'-6' 17' -6' <br />x, 389 SHB 33' -9' 30' 10' 26' -7' -ii4' ~n' .;:>1' '::R' 20'-2' 1 9' -0' <br /> <br />EDGE BEAM PLAN <br />CENTER BEAM SPAN TABLE <br /> <br />/YIJK! <br />1. > VALUES HAY BE INTERPOLATE:1J FTJR INTERHDJIATE LE:NGTHS, CR SPACINGS, <br />OR WIND REGIONS <br />2. > FIR EXPDSURE 'C', RE:JJUCE TABLE VALlES LISTEJ) BY HULTIPL YINIi BY . B5 <br /> <br />THESE STRUCTURES DESIGNED WiTH THE 2004 <br />FLORIDA BLDG. CODE w/ 2006 SUPPLDIENT <br />& CHAP. 6 OF ASCE 7 FOR 110-150 MPH <br />WINO VELOC/TY (3 SEC. GUST) EXPOSURE 8 .t C. <br />VOID AFTfR 2-1-09 <br /> <br />DA V1D NORRIS ENGINEERING <br />112 COLEMAN RD. <br />WINTER HI. lIEN, FL 33880 <br />(863) 299-1048 P.E. 32186 <br /> <br /> <br />Pg. 2-C <br />