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<br /> -E:B f~x. 35 1j ~i <br /> SX=. 23 ... SX=. 44 N <br /> I 2" I " I 3" I I 3" I <br /> c' XC' PA T [0 3' X c' PAiIO c' x 3' PA T 10 <br />PACIN(j COLUMN HE: I GH T .~~~H PACING COLUMN HeIGHT f:f,~H ~ACIN(j COLl.!MN HE:IGHT Il~AM <br /> PAN PAN SPAN <br />HPH JIO li!O 130 110-13:5 HPH 110 120 130 110-13:5 HPH JIO 120 130 110-135 <br />3' 8' -0' 7'-8' 7' -4' 8' -'-B~ 3' 10' -10' 9' -6' 9'-0' 10'-8' 3' JI' -6' 10' -8' 10'-0' II' -9' <br />4' 7' -4' 7' -0' 6'-8' 7' - JI ' 4' 9'-4' , 8' -10' 8'-4' 51' -51' 4' 10'-6' 51' -8' 9' -I' 10' -51' <br />5' 6' -51' 6' -4' 6'-0' 7' '-4' 5' 8' -8' S'-2' 7' -6' 51' -I' 5' 9'-6' 8'-11' 8'-3' 9' -10' <br />6' 6'-3' 5' -11' 5' -J' 6' -10' 6' 8' -0' 7' -5' 6'-10' 8'-6' 6' 8'-10' 8'-3' 17' -7' 51' -0' <br />J' 'S' -10' 5' -6' s'-e' 6' -6' J' 7'-4' 11l'-ln' 6'-5' 8'-0' 7' 8'-3' 7' -8' 7' -I' 8' -5' <br />8' IS' -6' 5'-2' 4'-ln' 6' -2' 8' 6'-10' 6'-5' 1";'-0' 7'-6' 8' 7' -51' 7'-2' 6'-8' 8'-1' <br />9: 15'-3' 4'-11' 4' -7' 1:5' - 0' 9' ";'-6' 6'- ' 15'-8' ]'-e' 9' 7'-4' 6' -10' 6'-4' 7'-10' <br />,- ... "': <br />IS" ...---- <br />~ ; .:'" " <br /> : - ' . 4" <br /> -:250 . - -:950 .... <br /> - ... ~ <br /> : '~3 <br /> SX=. 55 SX=. 70 SX=. 9~044' A . <br /> I 2. I I 2" I t <br />\t~'~ \: ~ 2' X 4~ TIL T 2' x 4' PA TIO 2' x 4' S. M. B. <br />'PACINt. COLUMN HeIGHT ' . 'Ii.;jlH ''PACINfl COLUMN HEiGHT Il{AH ~ACINl COLUMN HEIGHT ~(AM <br /> SPAN SPAN SPAN <br />II'H lID 120 . 130 1/0-13:5 HPH JIO lea 130 1 w- T35 HPH 110 120 130 110-135 <br />T 14'-5' 11'-4' 51' w 11 ' 12'-11' 3' 13' -In' 12'-?' 11'-i!' 14'-6' 3' 16'-0' l'>' -Il' 15'-0' 17' -4' <br />.'4' 12' -9' 10'-0' 8' -9' '12' -0' 4' 12' -I,"?' 11'-1'" 1n'-4' 13'-8' 4' 14'-10' 14'-3' 13' -51' 16' -6' <br />5' 11 ' -8' 9'-2' 8'-0' 11 ' -a' 5' 10' -10' 10' -2' 19'-6' 2'-10 5' 13'-10' 13' -2' 12' -7' 15'-6' <br />6' 10' -10' 8'-6' 7' -5' 10'-4' - 6' 10'-0' 9' -4' 8'-8' la'-O' 6' 13'-0' 12' -3' 11' -7' j4' -6' <br />J' 10'-2' 8' -0' 7'-0' 9'-8' 7' 9'-3' 8' -7' 8' -0' 1 l' -3' 7' 12'-3' II' -6' 10' -9' 13' -7' <br />8' 9' -51' 7' -8' 1l'-8' 9'-a' 8' 8' -8' 8'-0' 7'-5' 10'.,.7', 8' 11' -7" 10' -10' ID' -I' 12'-9' <br />9' 9'-6' 7' -6' 6'-Il' 8'-10' 9' 8' -2' 7"-7' 7'-0' 10'-0' 9' 11 ' -0' 10' -3' 9'-6' 12'-0' <br /> ..... <br /> .'i 1 <br />- -:-100 <br /> SX=I. 35 } <br /> rOSO A <br /> L. <br /> 2' X 5' S. M. B. <br />~PAciA(j COLUMN HEIGHT Ii.€.AH <br /> SPAN <br />W'H 110 120 130 110-135 <br />3' , 20' -0' 19' -4' 18'-B' ~1'-6' <br />4' 18'-6' 17' -8' 1 J' -0' 1 9' -10' <br />5' 17'-1' 16'-3' 15'-6' 18' -4.' <br />6' IS' -51' 14' -)0' 14'-0' 17' -0' <br />J' 14'-7' 13' ";8' 1 e' - 9' 15'-10' <br />8' 13'-8' Je' -51' 11'-10' }4' -10' DESIGN LOADING <br />51' 1 e' -II 12'-0' 11'-2' 14'-0' COL Ut:-fNS: 110 MPH - 11 PSF <br /> 1 eo 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 DESIGNED WITH <br /> THE 2001 FLORIDA 8LDG. CODE <br /> TABL~S FOR SCR~~N,ROOMS & ROOFS ONL Y ~ CHAP, 6 OF ASCEJ FOR 110-135 MPH <br /> WINO VE:LOCITY (3 S GUST) EXPOSURE B. <br />NOTD I) BCAM SPANS HAY BE: INCRCAseD 207. IIHCN CONTINUOUS OVCR VOID AFTER 2-1-07 Iw=,77 <br /> INTeRIOR COLUMN SUPPORT DAVID NORRIS ENGINEERING <br /> 2) ALL BCAH SPANS ASSUME: LA TCRAL PURLlNS (2' x2') e 90' FRAMCD <br /> ACROSS ROOF e EACH POST IN SCRCCNCD SIDE: VALLS 112 COLEMAN RD. <br /> 3) VALUE:S MAY BE INTERPOLATED FOR INTERHE:DIATE: LE:NGTHS OR SPACINGS WfN TER HA VE:N. FL. 33880 Pg. 1-8 <br /> OR IIIND RE:GIONS. (863) 299-1048 P.E. 32186 <br />