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6" 7" 11 3 '3 .1~ I- 2' X 6' S. H. B. .12~ - 2' X 7' S.H.B. SX=l. 97 1055 SX=2.54I062 I I 2' x 6' S. M. B. 2' x 7' S. M. B. Is;oM:IM: COLUHN HEIGHT BEAH ~IM COLiJHN HEIGHT ~~Z SPAN II'H 110 120 130 140 150 110-150 II'H 110 120 130 140 150 10-150 3' l' -9' 0'-6' 19' -4' 18' -2' 1 7' -0' 25' -0' 3' 24'-8' 3'-4' 122'-0' 20'-8' 9'-4' 29'-0' 4' 19' -4' 18' -2' 11' -2' 16' -I' 15' -I' 23'-6' 4' 22' -7' 1'-2' 19' -10' 18' -B' 17' -5' 27' -I' 5' 17' -6' 16' -5' 15'-6' 14' -6' 13' -7' 22'-0' 5' 20' -9' 19' -6' 18'-2' 17' -1' 15' -10' 25'-3' 6' 16' -I' 15' -I' 14' -3' 13'-4' 12' -6' 20' -7' 6' 19' -2' 18'-1' 6'-10' 15' -9' 14' -7' 23' -5' 7' 15' -0' 14'-1' 13'-4' 12'-5' 11'-8' 19' -3' 7' 18'-0' 16'-11' 15' -9' 14' -B' 13' -7' 21' -9' 8' 14'-2' 13'-4' 12' -7' 111' ..,9' l' -0' 18'-1' 8' 1 7' -0' 15'-11' 14' -10' 13' -9' 12' -9' 20'-5' 9' 13'-6' 12' -9' 12'-0' 11' -3' 10'-6' 17' -I' 9' 16' -2' 15'-1' 14' -0' 13' -0' 12'-0' 19' -4' a" g" 1 Jf ,3 .22..f.. 2'x8' S. H. B. .??4 U 2' X 9' X . 072 X . 224 S. M. B. I- SX=4. 44 1072 "c.. SX=5. 47 1072 t I 2' x 8' S. M. B. 2' x 9' S. M. B. rP~I/KJ COLUHN HEIGHT ff;:H rPACIIKJ COLUHN HEIGHT ~~~ PAN II'H 110 120 130 140 1150 lID-ISO II'H 110 120 130 140 150 11D-15O 3' 0'-8' 29'-6' 8' -3' 6' -9' 125' -6' 36'-0' 3' 34'-3' 32'-10 31'-6' 9'-10' 8'-4' ,40'-0' 4' 8' -8' 27' -7' 6'-4' 4' -11'123' -8' 34'-3' 4' 31' -8' 30'-3' P8'-10 '1'.' -9' '5' -4' 3er'~D' 5' 6'-10' 25' -9' 4' -6' 3' -11' Pl'-11' 32'-5' 5' 29'-4' 27' -11 26' 7' 4'-4' '2'-11' 36'-0' 6' 5'-2' 24'-1' '2'-10 l' -6' ~0'-3' 3D' -7' 6' 27'-4' 25'-11 24' -7' '2' -5' 1'-0' 34' -()' 7' 3'-8' 22'-6' 1 ' -3' 19'-11' 18' -8' 28' -9' 7' 25' -9' IP4' -4' 23'-0' 0'-11' 9'-6' 32' -011.. 8' e'-3' 21'-0' 19' -9' 1 8'-5' 1 7' -2' 27' -I' 8' 24'-4' 23'-0' 21'-7' 9' -9' 18'-4' 30'-0' 9' 0'-11' 1 9' -8' 18' -5' 1 7' -0' 15'-10' 25' -7' 9' 23'-1' 21' -9' 20'-4' 1 8' -10' 17' -5' 28'-5' g" 10. II 2' X 9' X . 072 X . 310 S. M. B. .3 2' X 10' X . 092 X . 389 S. M. B. 3 .31JL - .38.L - SX=6. 77 072 SX=8. 53 IOg2 ~ 2' x 9' S. "'f. B, 2' x 10' S. M. B. T rP~IM: COLUHN HEIGHT l~fAH IrPM:IM COLUHN HEIGHT If~~Z PAN II'H 110 120 130 140 150 10-150 II'H 110 120 130 140 150 11D-15O 3' 36'-1' 34'-6' 3' -0' '2' -2' l' -6' 42'-0' 3' 41'-11 40'-1' 38'-3' 6' -9' 5'-6' 8'-6' 4' L"l3' -11 32' -5' 0'-10' 8'-11' B'-."l' 39' -8' 4' 139' -4' 7'-5' 35' -7' 3'-3' l' -lu' 5' -2' 5' 31' -10 30'-4' 8' -9' 6' -4' 5'-8' 37'-10 5' 36'-10 5'-0' 33'-2' 0" -5' 8'-11' 2'-6' 6' 9' -10' 28'-4' 6'-10 4'-4' 3' -7' 36'-1' 6' 4'-6' 32' -B' 30'-10 8'-1' 6' -7' 0'-4' 7' 7' -10 26'-4' 4'-10' '2' -9' 1'-11' 34'-6' 7' '2' -5' 0' -7' 28'-9' 6' -3' 4' 9' 8'-6' 8' 6' -3' 24'-4' '2' -10' l' -6' 0' -7' 33'-0' 8' 3D' -7' 8' -9' 26'-10 4' -9' 3' -3' 6'-10' 9' 4'-11 23'-4' 1'-10' 0'-6' 19' -6' 31'-6' 9' 9' -0' 7' -2' 25'-4' 3'-6' e'-D' 5'-2' EXPDSURE TYP ICAL ALUMINUM COLUMN & BEAM DETAILS ' B' , C' IJESIGN LOADING (Psn (Psn COLUMNS, 110 MPH 13 18 TABLES FOR SCREEN ROOMS & ROOFS ONLY 120 MPH 15 21 t/!1JL: 130 MPH 18 25 1) BEAM SPANS MAY BE INCREASED 20% WHEN 140 MPH 21 29 CONTINUOUS O\of1i' INTERIOR COLUMN SUPPORT 150 MPH 24 33 2) ALL BEAM SPANS ASSUME LA TERAL PURUNS ~I 110-150 HPH 10 10 o 90' FRAMED ACROSS ROOF 0 EACH POST IN SCREENED SIDE WALLS 3) VALUES MA Y BE INTERPOLA TED FOR INTERMEDIA 'FE: THESE STRUCTURES DESIGNED WITH THE 2004 LENGTHS OR SPACINGS OR WIND REGlON5. FLORIDA BLDG. CODE w/ 2006 SUPPLEMENT 4) COLUMN k BEAMS SHALL BE OF ALUMINUM ALLOY &: CHAP. 6 OF ASCE 7 FOR 110-150 MPH 6063T-6 WIND VELOCITY (3 SEC. GUST) EXPOSURE B &: C. 5) FOR EXPOSURE 'e: MUL TlPL Y ALL COLUMN HElGHT VALUES 8Y .84 (ROOF BEAMS ARE NOT AFFECTED) VOID AFTER 2 1 09 Iw....77 1, .17-n7 6) FOR COLUMNS NOT SUPPORTING PRIMARY ROOF BEAMS DA IIID NORRIS ENGINEERING COLUMN VALUES MA Y 'BE MULTlPUED BY 1.05 7) ALL 5.M.B. SECTIONS SHALL BE STITCHED TOP k BOrrriM 112 COLEMAN RD. W/ (1) 110 5.M.S. 024" O.C. (MAX) WINTER HA lIEN. FL 33BBO Pg. 1-C (863) 299-1048 P.E. 32186