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<br /> f~x" 35 II f~~r <br /> .045 <br /> u JJB. N ~1 <br /> SX=. 23 N SX=. 35 _ SX=, 44 ::.- <br /> I 2" I I 3" I I 3" I I 3" --.-j <br /> 2' X21 PA T I 0 3" X 21 PATIO 2' x 31 PA TIO <br /> PACING COLUMN HEIGHT BEAM ~PACINO COLUMN HEIGHT BEAM 'PAClNC CDLUMN HEIGHT BEAM <br /> SPAN SPAN SPAN <br /> HPH 110 120 130 110-135 HPH 110 120 130 110 135 HPH 110 120 130 110-135 <br /> 3' 8'-0' 7'-B' 7'-4' 8' -B' 3' 10' 10' 9'-6' 9' 0' 10' -B' 3' 11 ' 6' 10' B' 10' -0' 11' 9' <br /> 4' 7'-4' 7'-0' 6'-B' 7' -1 I ' 4' 9' 4' B' -1 0' 8' 4' 9' -9' 4' 10'-6' 9'-B' 9' -1' 10' -9' <br /> 5' 6' -9' 6' 4' 6' 0' 7' 4' 5' B' -B' B'-2' 7' 6' 9' l' 5' 9'-6' B' .'11' B'-3' 9' -10' <br /> 6' 6' 3' 5' -11 ' 5' -7' 6'-10' 6' 8'-0' 7' -5' 6' 10' 8' 6' 6' 8' 10' B' 3' 7' 7' 9' 0' <br /> 7' 5'-10' 5'-6' 5'-2' 6' -6' 7' 7' -4' 6'-10' 6'-5' 8' -0' 7' 8'-3' 7'-B' 7' -1' 8'-5' <br /> 8' 5' 6' 5' 2' 4' 10' 6' 2' 8' 6' 10' 6'-5' 6' 0' 7' -6' 8' 7' -9' 7' -'2' 6'-8' 8'-1' <br /> 9' 5' -3' 4'-11' 4' -7' 5'-10' 9' 6'-6' 6'-1' 5' B' 7' 2' 9' 7' 4' 6' -'10' 6' -4' 7' 10' <br /> I ,- ;.ll u&,,; <br /> 15' ~ <br /> ~ : <br /> . 4" <br /> I~SO , ..-:950 ''<I } <br /> - '" - ~ <br /> SX=. 55 SX=. 70 ,12~ <br /> SX=. 98 <br /> ~ j044 <br /> I 2' I I 2" I I <br /> 2' X 48 TIL T 2' X 48 PA TID 2' x 48 S. M. B. <br /> oPACIN(; COLUMN H[[GHT BEAM PAC [NO CDLUMN H[[GHT BEAM 'PACING COLUMN H[[GHT BEAM <br /> SPAN SPAN SPAN <br /> HPH 110 120 130 110-135 HPH 110 120 130 110-135 HPH 110 120 130 110-135 <br /> 3' 14' 5' 11' 4' 9' 11' 12' 11' 3' 13' 10' 12' 2' 11' 2' 14' -6' 3' 16' 0' 15' 6' 15' 0' 17' 4' <br /> 4' 12' 9' 10' -0' B' -9' 12' -0' 4' 12'-13' 11' -2' 10' -4' 13' 8' 4' 14' 10' 14' 3' 13' 9' 16'-6' <br /> 5' 1!' -B' 9' -2' 8' -0' 11'-2' 5' 10' -10' 10' -2' 19' -6' 12' -10 5' 13'-10' 13' -2' 12' -7' 15' -6' <br /> 6' 10' 10' B' 6' 7'-5' 10' 4' 6' 10' -0' 9' 4' B' B' 12' -0' 6' 13' -0' 12' -3' 11' -7' 14'-6' <br /> 7' 10' 2' B' 0' 7'-0' 9' -8' 7' 9' 3' B' 7' 8' 0' 11'-3' 7' 12' 3' 11' 6' 10' 9' 13' -7' <br /> B' 9' -9' 7' -B' 6'-B' 9'-2' B' B' -8' B'-o' 7' -5' 10' -l' 8' 11' 7' 1 0' -10 10' - I' 12' 9' <br /> 9' 9'-6' 7' -6' 6'-6' B' -10' 9' 8'-2' 7' -7' 7'-0' 10' -0' 9' 11' -0' 10' -3' 9' -6' 12' -0' <br /> ,," <br /> - f-:-; 00 1 <br /> SX=l. 35 } <br /> rOSO <br /> I . <br /> 2" x 5' S. M. B. <br /> PACING COLUMN H[[GHT BEAM <br /> SPAN <br /> HPH 110 120 130 110-135 <br /> 3' 20' 0' 19'-4' 18' -B' Pl'-6' <br /> 4' 18'-6' 17' -8' 17' -0' 1 9' -10' <br /> 5' 17' 1 ' 16' 3' 15' 6' lB'-4' <br /> 6' 15' - 9' 14' -10' 14'-0' 1 7' -0' <br /> 7' 14' -7' 13'-B' 12' -9' 15' -10' <br /> B' 13' 8' 12' - 9' 11' -10' 14' 10' DESIGN LOADING <br /> 9' 12'-11 12'-0' 11 ' -2' 14'-0' 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 /> TYPICAL ALUMINUM COLUMN & B~AM D~TAILS THESE STRUCTURES DESIG~TH ~ <br /> TABL~S FOR SCR~~N ROOMS & ROOFS ONL Y THE 2004 FLORIDA BLDG, ODE "'" ,-,>) <br /> & CHAP. 6 OF ASCE 7 FO -135 MPH <br /> WIND VELOCITY (3 SEC. GUST) EXPoSIJRE B, <br /> NOTD }) BeAM SPANS ,.,A Y Be INCReAseD 2070 WHeN CONTINUOUS oveR VOID AFTER 2-1-07 Iw=,77 <br /> INTeRIOR COLUMN SUPPORT <br /> 2) ALL BeAM SPANS ASSUMe LA TeRAL PURLINS (2' x2') ~ 90' FRAMeD DA V1D NORRIS ENGINEERING <br /> ACROSS ROOF ~ eACH POST IN SCRE:eNE:D SIDE: WALLS 112 COLEMAN RD, <br />I 3) VALUE:S MAY BE: INTE:RPoLATE:D FOR INTE:RME:DIATE: LE:NGTHS OR SPACINGS WINTER HA VEN, FL. 33880 Pg, 7-8 <br /> OR WIND RE:GIONS. (863) 299-1048 PE 32186 <br />