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<br />I I <br /> <br />. . 6" <br />. 12..Q.. 2' x 6' S. H. B. 3 <br /> SX=l. 97 1055 <br /> I <br /> 2' x 6' s. M. B. <br />WllCIMi COLUHN HHGHT <br />I#'H 110 120 130 140 150 <br />3' l' - 1?0'T6' 19' -"I' 18'-2' 1 7' -0' <br />4' 19' - 18' T2' 1 7' -2' 16' -1' 15' -1 ' <br />5' 1 7' - ' 16'+5' 15' -6' 14'-6' 13' -7' <br />6' 16' - ' 15' ..1 ' 14'-3' 13' -4' 12' -6' <br />7' 15' - , 14'''1' 13'-4' 12' -5' 11' -8' <br />8' 14'- ' 13'..4' 12' -7' 11' -:9' l' -0' <br />9' 13' - , 12' -9' 12'-0' 11 ' -3' 10'-6' <br /> <br />.22..f.. I- <br /> <br />\wACI^" <br />I#'H 11 0 <br />3' 0' <br />4' 8' <br />5' 6' <br />6' 5' <br />7' 3' <br />8' 2' <br />9' 0' <br /> <br />B" <br /> <br />2' x 8' S.H.B. <br /> <br />BEAH <br />SPAN <br />110-150 <br />25' -0' <br />23'-6' <br />22' -0' <br />20' -7' <br />19' -3' <br />18'-1' <br />17' -I' <br /> <br />,] <br /> <br />SX=4. 44 1072 <br /> <br />I <br /> <br />2' x 8' S. M. B. <br />COLUHN HEIGHT ~~1~ <br />IN} 130 140 150 110-150 <br />, 29' -6' 28' -3' 6' -9' 5' -6' 36' -0' <br />, 27' 7' 26' -4' 4' -11' '3' -8' 34' -3' <br />0'25'-9' 24'-6' 3'-11' 1'-11' 32'-5' <br />, 24~-1' 22'-10 1'-6' 0'-3' 30'-7' <br />, 2Z'-6' 21'-3' 19' 11'18'-8' 28'-9' <br />, 21'-0' 19'-9' 18'-5' 17'-2' 27'-1' <br />1'19'-8' 18'-5' 17'-0' 15'-10' 25'-7' <br /> <br />9" <br /> <br />.31..Q.. f-. 2 X 9' X . 072 X . 310 S. M. :S. <br />SX=6. 77 072 <br /> <br />2' X 9' S. '11. B. <br /> <br />!rP11C/Mi COLUMN HHGHT <br /> <br />I#'H 110 1.0 130 140 <br />3' 36' l' 3' -6' 3' -0' '2' -2' <br />4' 33' 11 3.' -5' 0' -10' 8' -11' <br />5' 31' 10' 3 ' -4' 8' -9' 6' -4' <br />6' 9' 10 B '-4' 6'-10' 4'-4' <br />7' 7' 10 2' -4' 4' -10' 2' -9' <br />8' 6' 3' 2' -4' '2' -10' l' -6' <br />9' 4' 11' e '-4' 1'-10' 0'-6' <br /> <br />:3 <br /> <br />1J.{AH <br />SPAN <br />150 10-150 <br />l' -6' 42' -0' <br />8' -3' 39' -8' <br />S' -8' 37' -10 <br />3'-7' 36' -1' <br />1'-11' 34' -6' <br />0' -7' 33' -0' <br />19' -6' 31' -6' <br /> <br />7" <br /> <br />.12..Q.. I- <br /> <br />2' x 7' S.H.B. <br /> <br />3 <br /> <br />TYPICAL ALUMINUM COLUMN & BEAM DETAILS <br /> <br />TABLES FOR SCREEN ROOMS & ROOFS ONLY <br />fitJ1E; <br />1) 8EAM SPAN MA Y BE INCREASED 20X WHEN <br />CONTINUOUS O\IE"R INTERIOR COLUMN SUPPORT <br />2) ALL BEAM tANS ASSUME LA TERAL PURUNS <br />o 90' FRAU IV ACR~S ROOF 0 EACH POST IN <br />SCREENED PE WA <br />3) VALUES MJ BE IN POLA TED FOR INTERMEDIA TE <br />LENGTHS, SPA GS OR WIND REGIONS. <br />4) COLUMN eft ~EAMS ALL BE OF ALUMINUM ALLOY <br />6063T-6 <br />5) FOR EXPO~ 'RE 'C:~. MULTIPLY ALL COLUMN HflGHT <br />VALUt.-S B .84 (R OF BEAMS ARE NOT AFFECTED) <br />6) FOR COLUA WS NOT SUPPORTlNG PRIMARY ROOF BEAMS <br />COLUMN V. UES AMY BE MULTlPUED BY 1.05 <br />7) ALL 5.M.B. ~CTloNS SHALL BE STITCHED TOP eft BOTTOM <br />W/ (1') I" S.M.S. 024- O.C.' (MAX.) <br /> <br />rPAC/Mi <br />I#'H <br />3' <br />4' <br />5' <br />6' <br />7' <br />8' <br />9' <br /> <br />SX=2.54I062 <br /> <br />t <br />2' x 7' S. M. B. <br />COLUHN HEIGHT BEAH <br />SPAN <br />110 120 130 140 150 10-150 <br />24' -8' ~3' -4' !P2' -0' 20' -8' 9' -4' 29' -0' <br />22'-7' 1'-2' 19'-10' IB'-8' f7'-5' 27'-1' <br />20'-9' 19'-6' 18'-2' 17'-1' 15'-10'25'-3' <br />19'-2' 18'-1' 16'-10' 15'-9' 14'-7' 23'-5' <br />18'-0' 16'-11'15'-9' 14'-R'13'-7' 21'-9' <br />17' -0' 15' -11' 14' -10' 13' -9' 12' -9' 20' -5' <br />16'-2' 15'-1' 14'-0' 13'-0' 12'-0' 19'-4' <br /> <br />\\ <br /> <br />9" <br /> <br />.22..f.. _ 2' X 9' X .072 X .224 S. M. B. <br /> <br />,] <br /> <br />rPl1C/1I. <br /> <br />I#'H <br />3' <br />4' <br />5' <br />6' <br />7' <br />B' <br />9' <br /> <br />SX=5. 47 1072 <br /> <br /> <br />2' X 9' S,IM. B. <br />COLUHN HEIGHT BEAH <br />SPAN <br />110 120 130 140 150 110-150 <br />34'-3' 32'-10 31'-6' 9'-10 8'-4' .40'-0' <br />31' -8' 30' -3' 28' -10 6' -9' '5' -4' 38~-0' <br />29'-4' 27'-11 26'-7' 4'-4' '2'-11'36'-0' <br />27'-4' 25'-11 24'-7' '2'-5' 1'-0' 34'-0' <br />25'-9' ;24'-4' 23'-0' 0'-11'19'-6' 32'-0" <br />24'-4' 23'-0' 21'-7' 9'-9' 18'-4' 30'-0' <br />23'-1' 21'-9' 20'-4' 18'-10'17'-5' 28'-5' <br /> <br />10" <br /> <br />.3B-L _ 2' X 10' X . 092 X . 389 S. M. :S. <br /> <br />SX=8. 53 1092 <br /> <br /> <br />2' X 10' S. M, B. t <br /> <br />rPl1C/1I. COLUMN HEIGHT <br /> <br />I#'H 110 120 130 140 <br />3' 41' -11 40' -1' 38' -3' 6' -9' <br />4' 39' -4' 137' -5' 35' -7' !3' -3' <br />5' 36' -10135' -0' 33' -2' 0' -5' <br />6' 34'-6' 32'-B' 30'-10 8'-1' <br />7' 32' -5' 130' -7' 28' -9' 6' -3' <br />8' 30' -7' 128' -9' 26' -10 4' -9' <br />9' 29'-0' 27' 2' 25'-4' 3' 6' <br /> <br />~~~ <br />110-150 <br />8'-6' <br />5'-2' <br />2'-6' <br />0'-4' <br />8'-6' <br />6'-10' <br />5'-2' <br /> <br />150 <br /> <br />5' -6' <br />1'-10' <br />8' -11 ' <br />6' -7' <br />4' -9' <br />3'-3' <br />'2' -0' <br /> <br />COLUMNS' <br /> <br />DESIGN LOADING <br />110 MPH <br />120 MPH <br />130 MPH <br />140 MPH <br />150 MPH <br />110-150 MPH <br /> <br />~I <br /> <br />3 <br /> <br />EXPOSURE <br /> <br />, B' <br />(PSn <br />13 <br />15 <br />18 <br />21 <br />24 <br />10 <br /> <br />, C' <br />(PSn <br />18 <br />21 <br />25 <br />29 <br />33 <br />10 <br /> <br />THESE STRUCTURES DESIGNED WITH THE 2004 <br />FLORIDA BLDG. CODE W/2006 SUPPLEMENT <br />& CHAP. 6 OF ASCE 7 FOR 110-150 MPH <br />WIND VELOCITY (3 SEC. GUST) EXPOSURE B & C <br />VOID AF7ER 2 1-09 Iw-.77 1 -17--01 <br /> <br />DA VlD NORRIS ENGINEERING <br />112 COLEMAN RD. <br />WINTER HA lIEN, FL 33880 <br />(863) 299-1048 P.E. 32186 <br /> <br />Pg. 1-C <br />