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<br /> s" 7" <br /> ~ 1 II 1 <br /> ,12~ - 2' x 6' S, H, B, ,12~ I- 2' x 7' S. M. B. <br /> SX=I, 97 1055 SX=2. 541062 <br /> ;, ;, <br /> I I <br /> 2' x 6' S. M, B. 2' x 7' S. M. B. <br /> PACING CDLUHN HE:IGHT BEAH PACING COLUMN HE:IGHT BEAM <br /> SPAN SPAN <br /> HPH 110 120 130 11 0-135 HPH 110 120 130 110-135 <br /> 3' 26' 6' 22'-6' 2E' -10' 25' 0' 3' 26' 9' 25' 8' 24' -7' 29' 0' <br /> 4' 21' 8' 20' 8' 1 9' -8' 23' 6' 4' 24' 6' 23' 5' 22"4' 27' l' <br /> 5' 1 9' -11 ' 19' -3' 1 7' 11 ' 22' 0' 5' 2E' -6' 21' -5' EO'-4' 25' -3' <br /> 6' 18' -6' 17' -6' 16' -6' 20' 7' 6' 20' -10' 19' -9' 18'-8' 23' -5' <br /> 7' 17' 4' 16' 5' 15' 4' 19' 3' 7' 1 9' -6' 18' -5' 17' '-4' 21' -9' <br /> 8' 16' 4' 15' 5' 14' 4' 18' 1 ' 8' 18' 5' 17' -4' 16' 3' 20' 5' <br /> 9' 15' 6' 14' 6' 13' -6' 17' 1 ' 9' 1 7' -6' 16'-5' 15', 4' 19' 4' <br /> 10' 14' 9' 13' 9' 12' 9' 16' E' 10' 16' 8' 15' 7' 14' '-6' 18' 4' <br /> g" g" <br /> !J j <br />,22.1.- L-- 2' x 8' S. M. B, ,22.1.- 2' X 9' X,072 U24 ~] <br /> I-- <br /> ~\ SX=4. 44 1072 SX=5. 47 1072 <br /> ~ <br /> I I <br /> 2' x 8' S. M. B. 2' x 9' S. M, B. <br /> ~PACING COLUMN HE:IGHT BEAM !lPACING COLUMN HEIGHT BEAM <br /> SPAN SPAN <br /> HPH 110 120 130 110-135 HPH 110 120 130 11 0-13 <br /> 3' 33' 4' 32' 0' 30' 8' 36' -0' 3' 37' 2' 35' 8' 34' "', 40' 0' <br /> c <br /> 4' 30' 4' E9' 0' 2B' B' 34' 3' 4' 34' 4' 3E' 10' 31' 4' 38' 0' <br /> 5' 28" 27' 0' 25' B' 32' 5' 5' 31' 10' 30' 4' 2B' - J 0' 36' 0' <br /> 6' 26' f!' 25' 4' 24' -8' 30' 7' 6' 29' 8' 2B' 2' 26' 8' 34' -0' <br /> 7' 25' 2' 23' 10' 22'-6' 2B' 9' 7' E7' 11' 26' 5' E4'-11' 32'-0' <br /> 8' 23' -10' EE' 6' 21' E' 27' 1 ' B' 26' 5' 24' 11' 23'-S" 30'-0' <br /> 9' 22'-f!' 21' 4' 20'-0' ES' 7' 9' 25' l' 23' 7' EE' ]' 28' 5' <br /> 10' El ' -B' EO' 4' 1 9' -0' E4'-4' 10' E3' -10' 2E' 4' 20' -10' 27' 0' <br /> 9" 10' <br /> II 2' X 9' X . 072 X . 310 S. M. E. ] 2' X 10' X . 092 X . 389 S. M. E. j <br />,31..Q... t-- ,3BJL - <br /> SX=6. 77 1072 SX=8, 53 1092 <br /> \\ <br /> 2' 9' I. 2' 10' S. M. B. I <br /> x S. 'M. B. X <br /> PACINi CDLUMN HEIGHT BEAM PACINi COLUMN HE:IGHT BEAM <br /> SPAN SPAN <br /> HPH llD 120 130 110-135 HPH 110 120 130 110 135 <br /> 3' 39' -2' 37' -6' 35' 10 "IE' 0' 3' 45' -6' 43'-6' 41'-6' 48' 6' <br /> 4' 36' -10' 35' 2' 33' 6' 39' -8' 4' 42' -B' 40' B' 3B' -8' 45' -E' <br /> 5' 34' 7' 32' 11 31' -3' 37' -10' 5' 40' -0' 3B' 0' 36' -0' 42'-6' <br /> 6' 3E' 5' 30' 9' 29'-1' 36' l' 6' 37' 6' 35' 6' 33'-6' 40' 4' <br /> 7' 30'-3' 2f!' -l' E6' 11 34'-6' 7' 35' 2' 33'-2' 31'-2' 38' 6' <br /> 8' 28' 6' 26' 10 25' E' 33' 0' B' 33'-2' 31' -2' 29'-2' 36' 10' <br /> 9' E7' -0' E5'-4' 23'-8' 31' -6' 9' 31' 6' 29' 6' 21' -6' 35' 2' <br /> 10' 25'-8' E4' -0' 22' -4' 30' 0' lD' 30' 0' 2B'-0' 26' 0' 33'-6' <br /> DESIGN LOADING <br /> CDL UMNS, 110 MPH - 11 PSF <br /> 120 MPH - 14 PSF <br /> 130 MP.H - 16 PSF <br /> 135 MPH - 17 PSF <br /> BCAHS: Ilo-135MPH - 10 PSF <br />TYP ICAL ALUMINUM COLUMN & Bf:AM Df:TAILS THESE SmUCTURES DE5JGNED 'Me <br /> THE 2004 FLORIDAG. CODE <br />TABL~S FOR SCRf:EN ROOMS & ROOFS ONLY & CHAP. 6 OF ASCff!!;(OR 110~735~'MND <br /> VELOCITY (3 SEC, GUST) tXPe-SJJE.fJ3., <br />NOTD J) BE:AH SPANS HAY BE: 1NCRE:ASE:D eo7. VHE:N CONTINUOUS OVE:R VOID AFTrR 2-7-07 Iw=,77 <br /> INTERIOR COLUMN SUPPORT <br />E) ALL BE:AH SPANS ASSUME: LA TE:RAL PURL INS (c' xc' ) e 90' FRAME:D DA V1D NORRIS ENGINEERING <br /> ACROSS ROOF e E:ACH POST IN SCREE:NCD SIDE: WALLS 772 COLEMAN RD, <br />3) VALUE:S MA Y BE INTERPOLA TE:D FOR INTE:RHEDI A TE: LENGTHS OR SPACINGS W/NTrR HA VE:N, FL. 33880 Pg. 7-C <br /> OR WINn RE:GIONS. (863) 299-7048 P.E. 32786 <br />