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I I FOR P.ARTIAl:: Y ENCLOSED EDGE BEAM SPAN TABLE 110 MRH BUILDING WI H SOLID ROOFS MAXIMUM COLUMN SPAC,ING - SIMPLE SPAN CONTINUOUS ROOF PAN SPAN (TN,~/. FT. D.H.) EDG BEII'M SIZE .4' j!:.' , '8' Ii' IP' 1.4' fj!:.' lR' ,'2 X ?J X . 044 6'-6' 5'-8' 5'-1~ 4' -8 4'-3' 4'-0' 3'-10' Pa t f nExt 7'-3' 6'-3' 5'-8' 5'-1' 4'-8' 4'-4' 4'-1' ,3 X P- K . 050 8'-2' 7'-1" 6'-4' 5'-9" 5'-4" 5'-0" 4' -9" PatIn Ext. 9' -0' 7' -9' 6'-10' 6'-3' 5' -10' 5' -5' 5' -0' 2 X ~ X . 050 9' -1 ' 7' -10' 7' -I" 6'-::J 5' -11'. . 5' 6' 5'-1" Patfn Ext. 10' -0' 8'-8' 7' -9' 7'-1' 6'-6' 6'-1' 5'-8' 2XI4X.050 10'-2" 8'-10' 7' -11 ' .7'-2" 6' -7" 6' 2' 5' -9" Tit-/. Ext. 11'-2' 9' '::9" 8' -9' 7'-11' 7'-3" 6' 10' 6' -5' 2XftlX.050 11'-5' 10' -0' t!' -11 8'-[7 7' -::J' 6' -II" 6' -5' PatAn Ext 12'-8" 11' -1' 9'-10' 8' -11 ' 8'-2' 7'-6' 6' -10' 2 X :, X . 04::J 13' -8" 11'-8' ID'-6' 9' -7' 8'-10' 8' -3' 7'-8" S. H. . 1.4'-ln' 12'-10' 11'-j!:.' 10'-6" 9' -9" 9'-2' 8' -7" 2 X 5 X . 050 16'-0" 13' 8' le'-4' 11' -3" 10'-4' 9' -7" 9'-D" S. M. R. 1 7' -."i' 15'-0' 13'-6' 12'-4' 11' -5' 10' -7' 9' -11 ' 2X6X.055 19' -3' 16'-8' 14'-10" 13' -7' 12' -7' 11' -9" 11"'-1' S. H. R. 21'-0' 18'-3' 16'-4" 14'-11' 13' -9' 12'-10' 12'-2' 2X,X.062 19' -0' 1 7' -a' IS' ~' 14'-4' 13' -4' 12' -5' S. H. . 20'-8" 18'-6" 16'-10' 15' -8' 14'-7' 13' -8" 2 X ~ X . D72 20' -5' 18' -10' " 17' -8' 16' -9' S. H. 'B. 22' -5' 20'-8' 19' -4" 18'-4" 2 X 9 X . 072 22' -8.' cl -U' 1 '7' -8' 18'-8' X . <I~4 S.M. B. 24'-10" 23'-0" 21'-6" 20'-4' e X 9 X . D72 25'-2" 23'-3' 21'-10' ~-11' X..JI0S.,H.B. 27' -5' 25'-4' 23' -9" 22'-8' e X lOX . 092 28'-4' 26'-2' 24' -5" 23'-1 X . .J89 S. M. B. 30'-11" 28'-6" 26' -8" 25' -5' -I ~O/H (lYP.) : , -I ~O/H (TYP.) , j - I "~HT. ..no l'- ~ - .~ I I:~ "'1ll- ~ 6 iii II!' AI... fIaF IWIS ~ ~ iii -- Ii fS __ ~ ~m_J_~. ~ ~ -,1 ~ eDGe BeAM PLAN' r~NT~~ REAM P,"AN CENTER BEAM SPAN TABLE MAXIMUM COLUMN SPACING - SIMPLE SPAN CONTINUOUS ROOF PAN SPAN CEN71 R BEAM SIZE 5' 6' 8' 10' 12' 14' 16' 18' i:' xS {. 050 ~i~' -r 11 ' -3' 9' -10' 8' -9" 8'-0' 7'-4' 6' -9' S. M. . ' - , 12'-3" f n' -R' 9'-j!:.' 8'-8' 8'-0" 7' -6" 2' x6! fl~' 055 14 -10' 13' -7' 11' -9' 10'-6" 9'-8' 8'-11' 8'-4" S. M. . 16'-3' 14' -Tn" 12'-ID' 11 ' .::if:' 10' -6' 9'-8' 9'-0' 2' xl' {. 062 l7 -0' 15' -5" 13'-4' 12' -0' 10' 11" 10'-1' 9' -7' S. H. . 18'-6' R' --9' 14'-G.' 1 .'?' ~" 11'-10' 11 ' -0' 10' -6' 2'x8 x.072 cc' -4' 20'-5' 1 7' -8' 15' -9' 14'-5 13'-4' 12' -6' S. H. fl. 24'-4' 22'-3' 19' -3' 1 7' -.'?' 1.'1' -9' 14' ~7' 13' -9' .2'xS x. 072 e4' -10' 22' -8' 19' -7' 1 7' -7' 16'-0' 14' -11' 14',-'-1' x. 2E.' S. H, B. 26'-3' 23' -9' 21'-4' I 9' -~, f 7' -5" 16'-3' 15' -5' 2' x5 x. O~ c6 -9' 24'-i!' 21'-8' 19' -6' 17' -9' 16'-6' 15' -7' x. 310 5MB 29'-2' 26'-5' 23'-8' P 1 ' -.'?" 19'-4' 18'-0' 1 7' -0' 2' xl D' x. 092 31 -a' -28' -4' 24' -::J' 22'-D' 19' -11' 18'-6' 17' -6' x. 3[j ~ 5MB . 3;]' -9' 30'-lD' 26' -7" P4' ~ti" ~f' -8' 2D'-2' 1 9' -0' tJilIE! . I.) v~ OCS H~Y K INT~RPOLAT~IJ FOR INTO?H~IJIAT~ LENGTHS, OR SPACINGS, OR INIJ R, 'GlaNS 2. ) -Fd ~XPfJ UR~ ' C', R~IJUCE TABL~ VALU~S LIST~IJ BY HUL TIPL YING BY . 8. THESE STRUCTURES DE:SIGNED 'MTH THE 2004 FLORIDA BLDG. CODE w/ 2006 SUPPLEMENT &: CHAP. 6 OF ASCE 7 FOR 110-140 MPH 'MND VELOCITY (3 SEC. GUST) EXPOSURE B &: ( VOID AFTER 2 1-09 4.- ,~7-m DAVID NORRIS ENGINEERING 112 COLEMAN RD. 'MNTER HA YEN, FL 33880 (863) 299-1048 P.E. 32186 Pg. 2-C