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<br />.. <br /> 6" 7" <br /> " <br /> ?! ~1 .1?n 7J 2' x 7' S. M. 8. ,J <br /> .12..Q.. ,I- 2' x 6' S, M. B, <br /> \\ SX=l, 97 1055 SX=2. 541062 <br /> k. 1 <br /> 2' x 6' M, B, 2' x 7' S, M. B, <br /> SPAWN. COLUMN HEIGHT {7f:M \wACIMi COLUMN HEIGHT l!..€AH <br /> SAN SPAN <br /> HPH 110 120 130 110-135 HPH 110 120 ./30 110-135 <br /> 3' 26'-6' 22'-6' 22'-10' 25'-0' 3' 26'-9' 25'-8' 24' -7' 29'-0' <br /> 4' 21'-8' 20'-8' 19' -8' 23'-6' 4' 24'-6' 23' -5' 22'-4' 27' -1 ' <br /> 5' 19' -11 ' 19' -3' 17' -11' 22'-0' 5' 22' -6' 21' -5' 20'-4' 25'-3' <br /> 6' 18' -6' 17' -6~ 16'-6' 20' -7' 6' 20' -10' 19' -9' 18' -8' 23' -5' <br /> l' 17' -4' 16'-5' 15'-4' 19' 3' 7' 19' -6' 18' -5' 17'-4 21'-9' <br /> 8' 16' -4' 15' -5" '14' -4' 18'-1' 8' IB' -5' 17' -4' 16'-3' 20' ~, <br /> 9' 15'-6' 14'-6' 13' -6' 17' -'1' 9' 17' -6' 16' -5' 15' -4' 19' -4' <br /> 10' 14' -9' 13' -9' 12' -9' 16'-2' 10' 16' -8' 15' -7' 14' -6' 18' -4' <br /> 9" 9" <br /> .2a ~ ,J 1/ 2' X 9' s.H. B,' J <br /> I- 2' x 8' S. M.B, .2~ I-- X . 072 X , 224 <br /> SX=4. 44 ,072 SX=5, 47 1072 i. <br /> t <br /> T <br /> 2' x 8' S, M, B. 2' X 9' S, M. B. <br /> isPAClM: COLUMN HEIGHT ~~~ ~ACING COLUMN HEIGHT BEAM <br /> SPAN <br /> W'H 110 .120 130 110-135 HPH 110 120 130 110-135 <br /> 3' 33'-4' 32'-0' 30'-8' 3.6' -0' 3' 37' -2' 35' -8', 34'-2' 40'-0' <br /> 4' 30'-4' 29'-0' 28'-8' 34'-3' 4' 34'-4' 32'-10' 31'-4' 38'-0' <br /> 5' 28"- 27' -0' 25' -8' 32'-5' 5' 31' -10' 30'-4' 28'-10' 36'-0' <br /> 6' 26'-8' 25'-4' 24' -8' 3D' -7' 6' 29'-8' 128',..2' 26'-8' 34'...:0' <br /> 7' 25'-E' 23'-10' E2'-6' E8' -9' 7' 27' -11' 126' -5' 24' -11' 32' -0' <br /> 8' E3'-10' 2E'-6' 21':"'E' 27' -1' 8' E6' -5' 124'-11' 23' -5' 3D' -0' <br /> 9' 2E'-8' 21'-4' EO'-O' 25' -7' 9' E5' -1' E3' -7' 22'-1' 28' -5' <br /> 10' El'-8' EO' -4' 1 9' -0' E4'-4' 10' 23' -10' 22'-4' EO'-10' 27' --a' <br /> 9" 10" <br /> J/ 2' X 9' X . 072 X , 310 S. /1, B, J 7/ 2' X 10' X . 092 X . 389 S, H. B. ,J <br />,31.Q.. I-- .3&l!.,. I- <br /> ~ SX=6. 77 1012 j SX=8. 53 1092 <br /> t. 10' S. M. B. I <br /> 2' x 9' S, 'M. B, 2' X <br /> ~ACIMi COLUMN HEIGHT -~~~~ 'PAWl. COLUMN HEIGHT '~~~M <br /> tiN <br /> HPH 110 lED 130 1 [lJ-135 HPH 110 lEO 130 110-135 <br /> 3' 39'-E' 37' -6' 35'-10 4E'-0' 3' 45'-6' 43'-6' 41'-6' 48'-6' <br /> 4' 36'-10' 35'-2' 33'-6' 39'-8' 4' 42'-8' 40'-8' 38'-8' 45' -2' <br /> 5' 34' -7' 3E' -11 31'-3' 37'-10' 5' 40'-0' 38'-0' 36'-0' 4E'-6' <br /> 6' 3E'-5' 30' -9' 29'-1' 36'-1' 6' 37' -6' 1.'?5' -6' 33'-6' 40'-4' <br /> 7' 30'-3' 28' -7' ;:6' -11 34'-6' 7' 35'-2' 33'-;:' 31' -2' 38'-6' <br /> 8' E8'-6' 26'-10 E5'-2' 33'-0' 8' 33' -;:' 31'-2' 29' -;:' 36'-10' <br /> 9' 27'-0' 25'-4' 23'-8' 31'-6' 9' 31'-6' 29'-6' E7' -6' 35'-2' <br /> 10' E5'-8' 24'-0' 2;:'-4' 30'-0' 10' 30' -0' 2R'-0' 26'-0' 33'-6' <br /> DESIGN LOADING <br /> COLUMNS' 110 MPH - 11 PSF <br /> 120 MPH - 14 PSF <br /> 130 MPH - 16 PSF <br /> 135 MPH - 17 PSF <br /> BEAMS' 110-135 MPH - 10 PSF <br />TYP fCAL ALUMINUM COLUMN & BEAM DETAILS THESE STRUCTURES DESIGNED WI~ <br /> ONLY THE 2004 FlORIDA BLDG. CODE . <br />TABL~S FOR SCREEN ROOMS & ROOFS &: CHAP, 6 OF ASCE 7 FOR 110- 35 MPH WIND <br /> Vf:LOCITY (.3 SEC. GUST) EXPOSURE 8, <br />NOTD J> BEAM SPANS HAY BE INCREASED 20Y. IIHEN CONTINUOUS OVER VOID AFTFR 2-1-07 Iw=.77 <br /> INTERIOR COLUMN SUPPORT DA VlD NORRIS ENGINEERING <br />2> ALL BEAM SPANS ASSUME LATERAL PURLINS (2'x2') e 90' FRAMED <br /> ACROSS ROOF e EACH POST IN SCREENED SIDE IIAL(..S 112 COLEMAN RD. <br />3> VALUF:S MAY BE INTERPOLATF:D FOR INTERMEDIATE LENGTHS OR SPACINGS WINTER HA Vf:N, FL. 33880 Pg. l-C <br /> OR II IND REG IONS, (863) 299-1048 P.E. .32186 <br />