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. 'NCLOSE D SOL I D ROOFS ~DG~ BEAM SPAN TABLE 110 MPH HAXIHUH COLUMN SPACING - SIHPLE SPAN CONT I HUOUS ROOF PAN SPAN (I NC/ . 1 FT. n.H. ) EDGE BEAM SIZE 4. t:.' 8' JO' I?' 14' ""il:' JB' ; 2 X 2 X . 044 6' ":6' 5'-8' 5'-1' 4' -8' 4.-3' 4' -0' Patio Ext. 7'-3' 6' -3' 5' -8' 5'-1' 4. -8'. 4'-4' '3 X 2 X . 050 8' -2' 7' - 1 ' 6'-4' 5' -9' 5'-4' 5'-0' Pa t iO Ext. 9' -n' l' -9' 6' -10' 6' -3' 5'-10' 5.-5' 2 X 3 X . 050 9. -I' 7' -10' 7' -I' 6 -::i' 5'-11' 5'-6' Patio Ext. 10' -0' 8' -8' 7' -9' 7. -I' 6'-6' 6'-1' 2 X 4 X.050 10'-2' 8' -10' 7"-11' / -C!' 6' -7' 6'~ T i It Ext. 1 1 ' -2' 9' - 9' 8' -9' 7"-11' 7' -3' 6' -10' 2 X 4 X.050 11' -5' 10'-0' ii' -]]' 8. -I' 7' -5' 6' -11' . Pa tiO Ext. 12'-8' 11'-1' 9' -10' 8.-11' 8'-2' 7'-6' 2 X 4 X .045 13' -8' ]] , -8' 12'-4' 9' - 7' 8' -10' 8. -3' S. H. B. 14'-In' 12'-10' 13'-6' 10.-6' 9' -9' 9' -2' 2 X 5 X . 050 16' -0' 13'-8' 12'-4' 11' -3' 10'-4' 9' -7' S. H. B. 17' -5' 15'-0' 13. -6' 12' -4' 11' -5' 10' -7' 2 X 6 X . 055 19' -3' 16'-8' 14' -10' 13' - l' J 2' -7' 11' -9' S. H, B. 21' -0' 18'-3' 16'-4' 14'-]]' 13' -9' 12'-10' 2X 7X.062 19' -0' 1 7" -0' lY -6' 14'-4 13' -4' S. H. B. 20' -8' 18'-6' 16' -10' 15'-8' 14'-7' 2 X 8 X . 072 20'-::i' 18' -10' 1 7' -8' S. H. B. 22'-5' 20'-8' 19' -4' .' 2 X 9 X . 072 i!i!' -8 21' -0' 1 5/' -8' X.224 S. H. B. 24'-10' 23'-0' 21'-6' 2 X 9 X . 072 i!:;j' -i!. 23'-3' 21'-10' X . 310 S. H. B. 27' -5' 25'-4' 23' - 9' 2X 10 X .092 i!8' -4 i!6'-i! i!4'-S' - X . 389 S. H. B. 3U'-II' 28'-6' 26' -8' , , HAXIHUH COLUMN SPACING - S IHPLE SPAN CONTINUOUS Rl'tJF PAN SPAN CENTER BEAM SIZE 5' 6' B' 10' 12' 14' 16' 18' 2')t5'x.050 1}'-4' 11' -3' 9' -10' 8' -9' 8'-0' 7' -4' S. H. B. 1 '-5' 12'-3' 10'-8' 9'-6' 8'-8' 8' -0' 2' )(6')t. 055 14' -10' 13' - l' 11' -9' 10'-6' 9' -8' 8' -]] , S. H. B. 16'-3' 14' -io' 12',-10' 1 l' -t:.' 10'-6' 9' -8' 2' )t 1')t. 062 17' -0' 15'-5' 11' -4' 12' -0' 10'-11' 10' -1 ' S. H. B. 18' -6' It:.' -9' 14'-{,' 1.1' -n' 11' - 1 0' 11 ' -0' 2' )t8' x. 072 i!i!'-4 i!O' -:;j 1 7' -8' 15' -9' 14'-5 13' -4' S. H. B. 24'-4' 22'-3' 19' -3' 17' -.1' I';' -9' 14'-1' 2' )t9')t. 072 24' -10' 22' -8 19' -7' 17' -1' 16'-0' [4'-11' )to 224 S. H. B. 27' - 1 ' 24' -9' 21' -4' 1 9' -2' 17' -c;' II.' - 7' 2' )t9' x. 072 31'-0' 28' -4 i!4' -:;j' 22' -0' 1 9' - 1 1 ' 18'-6' )to 310 SHB 33' - 51' 30' -10' 26.-7' ?4'-n' 2J'-R' ;In'...;J' 2' )t 1 O')t. 092 26' '9' 25' -C! 21'-8' 1 9' -6' 1 7' - 9' 16'-6' )to 3B9 5MB 29' -2' 27'-5' 23' -8' ;J I ' - 7' 19' -4' IB'-n' .- THEse STRUCTURES DESIGNED WITH ] , !!!!E THE 2001 FlORIDA BLDG. CODE dr CHAP, 6 OF ASCE 7 FOR "0 ""PH WIND VM.U!:'S I'ftIlY Be INTCRPOLATCD .OR INTCRMCDIATC LCNGTHS, OR SPACINGS, Vf:LOClry (3 see. GUsr) EXPOSURE 8. OR II/NO REGIONS VOID AFTE:R 2-1-05 , . OA VlD NORRIS ENGINEERING 112 COLEMAN RO, 'lVtN rER HA VE:N. FL. 33880 Pg. 2-C ! (863) 299-1048 PE, 32186 . _. ___ ~___' ..u _ _' '~"'U_'___~____' _ ,..