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y f:x~ 35 TI -E:Jj SX=, 23 N SX=. 44 N I 2" I .. I 3" I I 3" I 2' x2' PA T fO 3" x 2' PA"r I 0 2' x 3' PA T 10 'PACINC COLUMN HE lGHT 1J;Ej,AH 'PACIIKJ COLUMN HEIGHT I~~AH )PACINt. COLUMN HEIGHT BEAM PAN PAN SPAN HPH fJO 120 130 110-135 IfPH fJO 1120 130 110-135 HPH fJO 120 130 110-135 3' 8' -0' 7' -8' 7'-4' 8' ';'8,~ 3' 10' -10' 9'-6' 9' -0' 10'-8' 3' 11'-6' 10' -8' 10'-0' 11' -9' 4' 7'-4' 7' -0' 6'-8' 7' -11' 4' 9'-4' , 8' -10' 8' -'I' 9' -9' 4' 10'-6' 9' -8' 9' -I' 10' - 9' 5' 6,' -9' 6'-4' 6'-0' 7' '-4' 5' 8' -8' 8'-2' 7'-6' 9' -1' 5' 9' -6' 8'-11' 8'-3' 9'-10' 6' 6' -3' 5'-11' 5' -7' 6' -10' 6' 8'-0' 7' -5' 6'-10' 8'-6' 6' 8' -10' 8' -3' 7' -7' 9'-0' 7' -5' -10' 5'-6' 5'-2' 6' -6' 7' 7'-4' S'-10' 6'-5' 8'-0' 7' 8' -3' 7'-8' 7' -1' 8'-5' 8' 5'-6' 5'-;>' 4'-10' 6' -2' 8' 6' -10' 6' -5' 6' -0' 7'-6' 8' 7' -9' 7'-2' 6'-8' 8'-1' f1.~ 5'-3' 4'-11' 4' -7' 15' -10' g' F.'-6' 6" - ' 5'-8' 7'-2' 9' 7'-4' 6' -10' 6' -'I' 7'-10' , 15" - ". "': ~ .. .;:,....- .. , ' 4" -:950 . -:950 . - .... - .... SX=. 55 SX=. 70 "~} SX=. 98 , . 1044 I 2" I I 2" I t ~~~\ " 2' x 4-r TfL T 2" x 4" PA TIO 2' x 4" S. M. B. 'PACINfJ COLUMN HEIGHT . . 'llF;AM ''PACING COLUMN HeiGHT 1l.{AM ~ACIM COLUMN HEIGHT 1lF;1Z SPAN SPAN SPA II'H 110 120 130 110-/35 If'H 110 120 /30 /10-135 HPH //0 120 130 /10-135 , -3' 14'-5' 11'-4' 9' -1 1 ' 12' -11' 3' 13' -/.0' 12'-2' 11' -2' 14'-6' 3' 16'-0' ["'(' ...,(, 15' -0' 17' -4' ,'4' 12' -9' 10'-0' 8' -9' 1;;>'-0' 4' 12' -1:r 1 l' -2' In'-4' 13'-8' 4' 14'-10' 14' -3' 13' -9' 16' -6' 5' 11 ' -8' 9'-2' 8'-0' 11'-2' 5' la' -10' 10' -2' 19'-6' 2' -10 5' 13'-10' 13' -2' 12' -7' 15'-6' 6' 10' -10' 8'-6' 7' -5' 10'-4' - 6' 10'-0' 9' -4' B' -B' 12'-0' 6' 13'-0' Ie' -3' 11' -7' }4' -6' 7' 10'-2' 8'-0' 7'-0' 9' -8' 7' 9'-3' 8'-1' B'-O' 11' -3' 7' Ie' "-3' 1 l' -6' 1 0' - 9' 13' -7' 8' 9' -9' 7'-8' 6'-8' 9'-e' 8' 8'-8' 8' -0' r -5' 10' .,.7'" 8' 1 l' - 1" 10' -la' 10' -I' 12' -9' 9' 9' -6' 7' -6' 6'-6' 8'-/0' 9' 8'-2' 7".7' 7"-0' /0'-0' 9' 1/'-0' 10' -3' 9' -6' 12'-0' , .... u 1 - -:-i 00 SX=I. 35 1 r.050 II t" 2' x 5' S. M. E, 'PACINC. CDLUMN HEIGHT IlF;AM SPAN 1I'H 110 120 130 1/0-/35 3' 20'-0' /9' -4' /8'-8' 1'-6' 4' 18' -6' /7' -8' 1 7' -0' /9' -10' 5' 1 7' -1 ' 16'-3' 15'-6' /8' -4,' 6' 15' -9' 14'-10 14'-0' 1 7' -a' 7' 14' -7' 13' ""B' 12' - 9' 1':;' -10' 8' 13' -8' / 2' -9' 1 l' -10' 14'-10' DESIGN LOADING 9' 12' -II 12' -0' 11'-2' 14'-0' cat UMNS, 110 HPH - 11 PSF lea HPH - 14 PSF 130 HPH - 16 PSF 135 HPH - 11 PSF B~AMS, 110-135 HPH - 10 PSF TYPICAL ALUMINUM COLUMN & B~AM D~TAILS THESE STRUCTURES DESIGNED WITH THE 2001 FLORIDA 8LDG. CODE TABL~S FOR SCR~~N ROOMS & ROarS ONL Y & CHAP. 6 OF ASCEJ" FOR 1/0-135 MPH WIND VELOCITY (3 S. GUST) EXPOSURE 8, NOTE:: I) BEAM SPANS HAY BE: INCREASED 207. IIHEN CONrlNUOUS OVER VOID AFTER 2-1-07 Iw=.77 lNrERIOR COLUMN SUPPORr DAV1D NORRIS ENGINEERING 2) ALL BEAM SPANS ASSUME LA rERAL PURL INS (2' >t2') f! 90' FRAMED ACROSS ROOF (l EACH posr IN SCREENED SIDE IIALLS 112 COLEMAN RD. 3) VALUES HAY BE /NrERPOLArED FOR INrERHED1ArE LF:NGrHS OR SPACINGS WIN TER HA VEN, FL. 33880 Pg. l-B OR lIlND REGIONS. (863) 299-1048 P.E. 32186