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. 5- 7- .1~ '3 .1~ u 2' x 7' S. H. B. :s I-- 2' 'x 6' S. H. B. I- ~ SX=I. 9'7 1055 :. ~.:~~: f,..., ~ SX=2. 54J062 ' t , I 2' x 6" S. M. B. 2' x 7' S. M. B. rPACIIKJ COLU"'Ij HEIGHT 'f~~H jrPACIMi COLUMN HEIGHT I!.F;,AH PAN SPAN W'H JIa 1c:0 130 1/0-135 HPH 110 lea 130 110-135 3' 126'-6' 22'-6' 22'-10' ?_." -0' 3' 26' -9' 25' -8' 24' -7' 29' -0' 4' el'-S' leo' -S' 19'-S' e3' -6' 4' e4'-6' 23'-5' ;>2'-4' 27'-1' '9' -11 ' 19' -3' J 7' - JI 22' -0' 5' 22'-6' 21'-5' 20'-4' 25'-3' 6' IS'-6' 17' -6' 1€,'-6' eO' - ' 6' 20'-lu' 19' -']' 18'-S' 23' -5' '7' 7'-4,' 16'-5' 15'-4' ']'-3. 7' r91'-6" IS' -5' 7' -4' e l' -9' 8' '6' -4~ ':i.' -~... 14'-4 /S' -I' S' /s'- /7' -4' 16'-3' 20' -'5' ']' /5'-6' /4'-6' 13'-"';' /7' -/' ']' /7' -6' /6'-5' /5'-4' 19' -4' 10' /4'-9' 3,1 -9' 1;:l' -9' , /6' -2' /0' /6' -.fi' 15' -7' 14'-6' 18' -4' g- ,- '. , g- ,2~ S. H. B. 3 .2a 1/ c' x 9' x .,Olc X . cf!4 S. M. B, 3 f.- -, 2' x S' I-- SX=4. 44 J072 SX=5. 47 1072 t I 2' x 8" S. M. B. 2'" x 9" S. M. B., l.;~ u ~ACIMj , CO~UHN HEIGHT ~~~~ 'PACIM. COLUMN HEIGHT ~f;~H .~J PAN HPH no. /ea /3U 110-135 HPH ,110 /eo 130 110-/3 3' 33'-4' 32'-0' 30' -s' 136'-0' 3' 37'-2' 35' -S' 34'-2' 40' -0' 4' 30'-4' 29'-0' 2S' -S' 34'-3' 4' 34'-4' 32' -la' 3/'-4' 38'-0' 5' 28! ' - 27' -0' 25'-8' 32'-5' 5' 3/' -la' 30'-4' 28' -/0 36'-0' 6' 26' -S' 25' -4' 24'-S' 30' -7' 6' 2']' -8' P8' -2' 26'-8' 34'-0' 7' 25'-2' 23' -/0' 22'-6' 28' -9' 7' 27' -11' 26' -5' 24'-11' 32' -0' 8' 23' -10' 22' -6~ 21'-2' 27' -/ 8' 26' -5' 24'-/1' 23'-5' 3D' -a' 9' 22''-8' 21'-4' 20' -0' 25' -7' 9' 25'-/' 23' -7' 22'-1' 28'-5' /0' e/'-8' eO'-4' /9' -a' 24'-4' /0' 23' -la' ee'-4' eo' -/0' 27'-0' gH 10- " " S 1 .31.9., - c' X '9' X . 07c X . 310 S. H. B. .3~ c' X 10' X . 09c X , 389 S. M. B. - SX"6. 77 1072 SX..8_ 53 ~092 J. , 2" 9" t. B. 10" S. M. B. t x S. 'M. 2" x 'PACING COLUMN HEIGHT '~f;~H rI'ACIN/j COLUMN HEIGHt ~~~H PAN PAN HPH /10 /c:u 130 /10-135 HPH /ta teo /30 110-/!5' 3' 39'-e' 37'-6' 35' -/(1' 42'-0' 3' 45' -6' 43'-6' ,41' .6' 48'-6' '4' 36'-/0' 35' -e' 33'-6' 39' -8' ,4' 42' -8" 40'-8' 38'-8' 45' -2' 5' 34' -7' 32'-1 31'-3' 37' - ro' 5' 40' -0' 38"-0' 36'-0' 42'-6' 6' 32'-5' 30' -9' 29'-/' 36'-/' '6' , 37' -6' 35'-6' 33'-6' 40'-4' 7' 30'-3' 28' -7' 26'-/1' 34'-6' 7' 3.'" -2' 33' -2' 31' -2' 38'-6' 8' 28'-6' 26'-10 e,<<j' -2', 33' -a' 8' 33' -2' 3/'-2' 29'-2' 36' -/0' 9' e7' -0' 25' -4' 23'-8' 3/'-6' 9' 31' -6' e9' -6' 27'-6' 35' -2' /0' 1?5' -8' 24' -a' ee' -4' 30' -a' /0' 3D' -a' 28'-0' 26' -a' 33'-6' D~SIGN LOADING COL UHNS: /10 MPH - IJ PSF 120 HPH - 14 PSF 130 MPH - 16 PSF 135 HPH - /1 PSF BEAMS: 1 JO,..l35 HPH - JO PSF TYP leAL ALUMINUM COLUMN & BEAM DETAILS THESE STRUC:TURESDESIGNED WITH THE 2001 FLORIDA BLDG. CODE TABL~S FOR SCREeN ROOMS & ROOFS ONLY & CHAP. 6, OF ASCE 7 FOR 110-135 MPH K VE:LOCITY (3 SEC.~UST) EXPOSURE 8, Narc: J) B~AH SPANS HAY B~ INCR~AS~D 20X IIH~N CONTINUOUS OVE:R VOID AFTER 2-1-0 Iw...77 1 N T~R /DR COLUMN SUPPOR T ' OA VlO NORRIS CNGINEERING 2) ALL B~AH SPANS ASSUHf LA T~RAL PURL INS (2'112') 11 90' FRAH~D ACROSS ROOF 11 ~ACH POST- IN SCR~~NCD SID~ WALLS 112 COLEMAN RD. 3) VALU~S HAY B~ INT~RPOLAT~D FOR INT~RH~DIAT~ L~NGTHS OR SPACINGS WINTER HA VCN, FL. 33880 Pg. 7-1 OR WIND R~GJONS. (863) 299-1048 P,c. 32186