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, ~ ~ 6" 7" . " j '. V ~ 8 .12JL f- 2'.x 6' S. H. B. .1~ r- 2' x 7' S. H. B. ~ SX=l. 97 tOSS SX=2. 541062 A \\ k. I 2' X 6' M. B. 2' X 7' S. M. B. WAClNi. COLUHN HEIGHT BEAH !wACINt.i COLUMN HE:IGHT l!.;,AH SPAN SPAN 1I'H 110 120 130 110-135 HPH 110 120 130 110-135 3' 26'-6' 22' 6' 22' -10' 25'-0' 3' 26' -9' 25'-8' 24' -7' 29'-0' 4' 21'-8' 20'-8' 19' -8' 23' -6' 4' 24'-6' 23' 5' 22'-4' 27'-1' 5' 19'-11' 19' 3' 17' -11' 22' 0' 5' 22' -6' 21'-5' 20'-4' 25'-3' 6' 1'8' -6' 17' -6' 16'-6' 20' -7' 6' 20' .-10' 19' -9' 18' -8' 23'-5' 7' 1 7' -4' 16' 5' 15'-4' 19' -3' 7' 19' -6' 18'-5' 17' -4' 21' -9' 8' 16'-4' 15' -5' 14'-4' 18'-1' 8' 18' -5' 17' -4' 16'-3' 20'-5' 9' 15' -6' 14'-6' 13'-6' 17' -:]' 9' 17' -6' 16' -5' 15' -4' 19' -4' 10' 14' 9' 13' -9' 12' -9' 16'-2' 10' 16' -8' 15' -7' 14' -6' 18'-4' 9" 9" \ .224- U ,8 j 2' X 8' S. H. B. .2a E?' X 9" X . 07E? X . E?E?4 S. H. B. - SX=4. 44 1072 SX=5. 47 t072 I I 2' X 8' S. M. B. 2' X 9' S. M. B. WACI'" COLUHN HEIGHT ~~~~ WACINt.i COLUHN HEIGHT ~~~~ 1I'H 110 120 130 110-135 If'H 110 120 130 110-1~ 3' 33'-4' 32' -a' 30'-8' 36'-0' 3' 37' -2' 35' -8'. 34'-2' 40'-0' 4' 30'-4' 29'-0' 28'-8' 34'-3' 4' 34' -4' 32'-10" 31'-4' 38'-0' 5' 28"- 27' -0' 25' -8' 32' -5' 5' 31'-10' 30' 4' 28'-10' 36'-0' 6' 26'-8' 25'-4' 24'-8 30' -7' 6' 29'-8' 28'.,..2' 26'-8' 34'0' 7' 25'-2' 23'-10' 22'-6' 28' -9' 7' 27' -11' 26'-5' 24'-11' 32'-0' 8' 23'-10' 22' -6' 21' 2' 27' -I' 8' 26' -5' P4'-l1.' 23'-5' 30'-0' 9' 22'-8' 21'-4' 20'-0' 25' -7' 9' 25'-1' 23' -7' 22'-1' 28' -5' 10' 21'-8' 20'-4' 19' -0' 24'-4' 10' 23' 10' 22'-4' 20'-10' 27' 0' g" 10" .31..!L - E?' X 9' X . 07E? X . 310 S. M. B. 3 .3~ - 2' X la' x . 09E? X . 389 S. H. B. 8 SX=6. 77 1012 SX=8. 53 1092 2' 9' t. B. 2' 10' S. M. B. I x S. '/'1. X pACI"" COLUMN HE:IGHT ~~~Z SPACINfJ COLUHN HEIGHT '~~~H PAN 1I'H 110 120 130 110-135 1I'H 110 120 130 1/0-135 3' 39'-2' 37' -6' 35'-10 42'-0' 3' 45' 6' 43'-6' 41' 6' 48'-6' 4' 36' -10' 35'-2' 33'-6' 39'-8' 4' 42'-8' 40'-8' 38'-8' 45'-2' 5' 34' -7' 32'-11 31'-3' 37'-10' 5' 40' -0' 38'-0' 36'-0' 42'-6' 6' 32'-5' 30' -9' 29'-1' 36' -I' 6' 37' -6' 35'-6' 33'-6' 40'-4' 7' 30'-3' 28' -7" 26' -11 34'-6' 7' 35' 2' 33'-2' 31'-2' 38'-6' 8' 28'-6' 26'-10 25'-2' 33' 0' 8' 33'-2' 31'-2' 29'-2' 36' 10 9' 27'-0' 25'-4' 23'-8' 31'-6' 9' 31'-6' 29'-6' 27'-6' 35'-2' 10' 25'-8' 24'-0' 22'-4' 30'.,..D~ L Y WITH 10' 30'-0' 28'-0' 26'-0' 33'-6' BUILDINU ~ .ALL APPLICABLE BUILDING, DESIGN LOADING ELECTRICAL, PLUMBING AND COLUMNS, 110 MPH - 11 PSF MECHANICAL CODES lE?O MPH - 14 PSF 130 MPH - 16 PSF I 135 MPH - 17 PSF , BEAMS, 110-135 MPH - 10 PSF TYP ICAL ALUMINUM COLUMN & BEAM DETAILS THESE STRUCTURE:S OESlGNED WITH THE 2004 FLORIDA BLOG. CODE TABLES FOR SCREEN ROOMS & ROOFS ONLY 4c CHAP. 6 OF ASCE 7 FOR 110-135 MPH WIND VELOCITY (.3 SEC. GUST) EXPOSURE 8. NOTD 1> BEAH SPANS HAY BE: INCREASED eOy. /lHEN CONTINUOUS OVER VOID AFTER 2-1-07 IW=.77 INTERIOR COLUHN SUPPORT DA VlD NORRIS ENGINEERING e) ALL BEAM SPANS ASSUME LATERAL PURL INS <e'xe') e 90. FRAHED ACROSS ROCJF ~ EACH POST IN SCREENED SIDE IIALLS 112 COLEMAN RD. 3) VALUES HAY BE INTERPOLATED FOR INTF:RHEDIATE LF:NGTHS OR SPACINGS WINTER HA \lEN, FL. 33880 Pg. 1-C OR IIIND REGIONS. (863) 299-1048 P.E. 32186