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t:~ e3lj I 2- I 2' x2' PATIO 'PAC/N6 COLUMN HEIGHT ~~~Z HPH 110 120 130 l1u-l::J:J 3' 8' -0' 7' -8' 7' -4' 8' -8' 4' 7' 4' 7'-0' 6'-8' 7'-11' 5' 6' -9' 6' 4' 6' -0' 7' -4' 6' 6'-3' 5' 11' 5'-7' 6'-10' 7' 5'.,-10' 5' -6' 5' -2' 6' -6' 8' 5'-6' 5'-2' 4'-10'6'-2' 9' 5' 3' 4'.-11' 4'-7' 5'-10' I ,- 15' ~ ~ _ -:,Q50 ~ SX=, 55 2- .. 2' x 4' TIL T !wAC/1ft COLUMN HEIGHT '~~~Z HPH 110 120 130 110135 3' 14'-5' 11'-4' 9'-1.1' 12'-11' 4' 12' -9' 10' -0' 8' -9' 12' 0' 5' 1 l' 8' 9' -2' 8' -0' 11 ' -2' 6' 10' -10' 8' -6' 7' -5' 10' -4' .' 7' 10' -2' 8' -0' 7' -0' ~' -8' 8' 9' -9' 7' -8' 6' -8' 9' -2' 9' 9'-6' :/'-6' 6'-6' 8'-10' 5- - -:4 00 J SX=l,35 ! 'I r050 I ~ I' 2' x 5' S. M, B. ~PACINlj COLUMN HEIGHT ~f;~~ HPH 110 leO 130 110-135 3' 20'-0' 19'-4' 18' 8' 21'-6' 4' 18'-6' 17'-8' 17'-0' 19'-10' 5' 17'-1' 16'-3' 15'-6' 18'-4', 6' 15'-9' 14'-10 14'-0' 17'-0' 7' 14'-7' 13'-8' 12'-9' 15'-10' 8' 13'-8' 12'-9' 11'-10' 14'-10' 9' 12'-1112' 0' 11' 2' 14'-0' _~5 .. .. \:1]' DE ' . ~X~ ,35 .. 1. N I fsx~. 35 1] I 3- I 3- 3' x 2' PATIO ~AC/NfJ COLUMN HEIGHT ~~~Z HPH 110 11:0 130 1 Iu-135 3' 10' -10' 9' -6'. 9' -a' 10' -8' 4' 9'-4' 8'-10'8'-4' 9'-9' 5' 8' -8' 8' -2' 7' -6' 9' l' 6' 8' -0' 7' -5' 6' -10' 8'-6' 7' 7' -4' 6' -10' 6' -5' 8' -0' 8' 6'-10' 6'-5' 6'-0' 7'-6' 9' 6'-6' 6'-1' 5'-8' 7'-2' .... "': . : _ r-:950 . ~ SX=. 70 I 2- I 2' X ,4' PATIO Is'PACIM: COLUMN HEIGHT ~~~~ HPH 110 leu I J;iO 110-135 3' 13'-10' 12'-2' 11'-2' 14' 6' 4' 12'-13' 11'-2' 10'-4' 13'-8' 5' 10'-10' 10'-2' 19' 6' 12' 10 6' 10' -0' 9' -4' 8' -8' 12' -0' 7' '~' -3' 8' ..,7' 8' 0' 11' -3' 8' 8' -8' 8' -a' 7' -5' lrY -7' 9' 8' -2' 7' -7' 7' -0' 10' -0' TYPICAL ALUMINUM CDLUMN & BEAM DeTAILS TABLeS FOR SCReeN ROOMS & ROOFS ONL Y NOTD J) BEAM SPANS MAY BE: /NCRE:ASED eo? /lHE:N CONTINUOUS OVE:R /NTE:RIOR COLUMN SUPPORT 2) ALL BEAM SPANS ASSUME LA TERAL PURLlNS (2' x2') ~ 90. FRAMED ACROSS ROOF ~ E:ACH POST IN SCREENED SIDE /lALLS 3) VALUES MAY BE INTERPOLATE:D FOR INTERMEDIATE LENGTHS OR SPACINGS OR /lIND REGIONS. ~] I 3- I 2' x 3' PATIO ~AC/IK.J COLUMN HEIGHT ~~~Z HPH 110 lea 1;;J0 110-135 3' 11' 6' 10' 8' 10'-0' 11'-9' 4' 10' 6' 9' -8' 9' l' 10' 9' 5' 9'-6' 8.'-11' 8'-3' 9' 10' 6' 8' -10' 8' -3' 7' -7' 9' -0' 7' 8' -3' 7' -8' 7' -1' 8' 5' 8' 7' -9' 7' 2' 6' -8' 8' -1' ~ 7' 4' 6' -la' 6' -4' 7' -10' 4- . . 12.Q... ttr SX=. 9~044 Ji ~ , 2' X 4" S. M. B. irPACIM: COLUMN HEIGHT HPH 110 leD 130 3' 16'-0' 15'-6' 15' 0' 4' 14'-10' 14'-3' 13' 9' 5' 13'-/0' 13'-2' 12'-7' 6' 13'-0' 12'-3' 11~ 7' 7' 12'-3' 11'-6' 10' 9' 8' 11'-7' 10'-10 10'-/' 9' 11' A' 10< -3' 9' -6' 1!.{AM SPAN 110-135 17' -4' 16'-6' 15' -6' 14' 6' 13' -7' 12' -9' 12'-0' DESIGN LDADING CDLUMNS, 110 MPH - 11 PSF 120 MPH - 14 PSF 130 MPH - 16 PSF 135 MPH - 17 PSF BEAMS, 110-135 HPH - 10 PSF THESE STRUCTURES DESIGNEO WlTH/ THE 2004 FLORIDA BLOG, CODE ( &:- CHAP. 6 OF ASCE 7 FOR 110-135 MPH WIND VELOCITY (3 SEe. GUST) EXPOSURE 8. vOla AFTER 2-1-07 Iw=.77 DA VlD NORRIS ENGINEERING 112 COLEMAN RD. '1'N~R HAVEN. FL. 33880 Pg. 1-B \863/ 299-1048 P.E, 32186