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I I .... "':: f:x~ 3S E Qj -GJl ~ 14 ;; . DR N -- N . SX=.35 . S. =. 23" 2- I 3- I I 3" I I 3- I 2' xE.' PATID 3' x 2' PATID 2' x 3' PATID ';PACI/KJ caLUA 'N HEIGHT ~Wlf TN 'iPACI/KJ CaLUMN H~IGHT 'till/{ IN isPACI/KJ CaLUHN HeIGHT ~rA' If'H 110 20 130 110-150 If'H 110 120 130 10-150 If'H 110 120 I30 140 150 110-150 3' 7' -5' , -1' 6'-9' 8'-8' 3' 9'-5' 8' -g' 8'-4' 10' -8' 3' 10' -7' g' -10' 9'-3' 8' -7' 8'-0' 11 ' -g' 'I' 6' -g' '-6' 6'-2' 7'-11' 'I' 8' -7' 8'-1' 7'-7' g' -g' 'I' 9'-8' 8'-11' 8'-5' 7' -11' 7'-~' 10' -g' 5' 6'-3' , 11' 5'-7' 7' -4' 5' 7' -10' 7' -5' 6'-11' 9'-1' 5' 8' -9' 8' -3' 7' -8' 7'-'1' 6' -7' 9'-10 6' 5' -g' , -6' 5'-2' 6'-10' 6' 7'-3' 6'-10' 6'-4' 8'-6' 6' 8'-2' 7' -8' 7'-1' 6' -g' 5'-11' g'-O' 7' 5'-5' , -1' 4'-10' 6'-6', 7' 6' -g' 6'-'1' 5' -11' 8'-0' 7' 7' -8' 7' -1' 1:'-7' 6'-3' 5'-6' 8' -5' 8' 5'-1' '-g' 4'-6' 6'-2' 8' 6'-4' 5'-11' 5' -7' 7' -6' 8' 7'-2' 6' -8' 6'-2' 5' -1fY 5' -2' B'-l' g' 4'-10' , -7' 4'-3' 5'-10' 9' 6' -0' 5' -7' 5'-3' 7'-2' 9' 6' -g' 6' -'I' 5'-10' 5'-'1' 4'-11' 7' -1D" MAX ALLaWABL B~AM SPAN = 'I' -2' MAX. ALLaWABL~ B~AM SPAN = 6'-'1' MAX. ALLaWABL~ B~AH SPAN = 8'-0' ~u.~ L- -tooo sx~ 70:: J} 2' X 4' .12~ TIL T SX=. 98 .' ...J!50 . N - 1044 SX=. 5.5 I 4- I T 2- 2' X 4' PA T ID 2' x 4' S. M. B. ';PACIM COLUMN H~IGHT ~~~Z rPACIM COLUMN H~IGHT ~~~Z If'H 110 120 130 140 150 110-150 If'H 110 120 130 140 l:iCJ 110-150 3' 12' -9' 1 ' -9' 11'.,..0' 10' -5' 10' -0' 3'-0' . 3' 1 'I' -g' 1 'I' -0' 13' -'I' 2' -8' 2' -0' 17' -4' 'I' 11'-6' 0'-10' 10'-2' 9' -7' 9' -2' 3'-0' 'I' 13' -3' 12' -8' 12' -1' 11'-6' 11'-0' 16'-6' 5' 10' -5' 9' -II' 9' -5' 8'-10 8' -5' 'P' -10' 5' 12'-1' 11' -7' 11 ' -0' 0'-6' 0'-1' 15'-6' 6' 9' -7' 9'-2' 8' -8' 8'-2' 7' -9' 2' -0' 6' 11' -P' 1 n' -8' 10'-1' Q'-8' 9'-3' 14'-6' 7' g' -0' 8' -6' 8' -CY 7' -7' 7'-2' l' -3' 7' 10' -5' 9'-11 9' -4' 8'-11' 8' -7' 13' -7' 8' 8'-6' 7'-11' 7' -5' 7'-0' 6'-8' 0' -7' 8' 9' -9' 9' -3' 8' -9' 8' -If" 8'-0' 12' -<)' 9' 8'-n' 7' -5'. 6' -11 6'-6' 6'-2' 0'-0' 9' 9'-2' 8' -8' . 8'-3' 7' -10' 7' -6' 12'-0' 0;- 0;" 1 If SX-'. 3S ' j t~ .. U\ 1 - f-:1 DO ~ q rOSO A SX=. 91 ..I t 2' X 5' PA TID 2' x 5' S. M. B. rPACIfIj COLUMN HeIGHT & rPACIMj COLUMN HEIGHT ~fAH PAN If'H 110 127r J.30 140 J.:iCJ 11 If'H 110 120 [3D 140 J.:iCJ 110-150 3' 14'-4' 13' -8' 13' -0' 2'-3' l' -7' 16'-lfl 3' 18' -5' 7' -3' 16'-2' 5' -1' 14' -0' 21'-6' 'I' 13' -2' 12' -7' 11';"'11 l' -3' lu'-r 16'-0' 'I' 6' - l' 15' -7' 1 'I' -7' -~, -6' f2' -7' 19' -1a- 5' 12'-1' 11'-7' 10'-11' 0'-4' 9'-8' 15'-1' 5' 5'- , 14'-2' 13'-3' 2'-3' l' -5' 18' -'I' 6' 11';"'1' 10'-R' 10'-0' 9'-6' 8'-11' 14'-1' 6' .':1'- 1 13' -0' 12' -2' 1'-3' lU'-6' 17' -0' 7' 10'-3' Q'-ln' 9'-,':1' 8' -9' 8'-3' r~'-2' 7' 'P'- 'I' IP' -1' 11'-'1' 0'-6' 9'-9' 15' -10' 8' 9'-6' 9'-1' 8' -7' 8'-1' 7'-8' 12'-4' 8' 2'- , 11'-4' 10'-8' 9'-11' 9'-2' 14' -1f1' 9' 8'-10' 8'-5' 8' -CY 7' -7' 7'-2' 11'-8' 9' 11' -5' 10' -9' 10'-1' 9' -5' 8' -9' 14'-0' TYP ICAL 'ALUMINUM STRUCTURAL DESIGN DETAILS SPA ';ING -TRIBUTARY LONJ 'MDTH TABLES F OR SCREEN RDDMS & RDDFS DNLY tJDE; , H' , C' 1) BEAM SPANS ~ A Y BE ,INCREASED 20X WHEN CONTINUOUS D~SIGN LDADING (P.~n .1-'.',1- O\IER INTERloJ COLUMN SUPPORT 2) ALL BEAM ~ NS AsSuME LA TERAL PURUNS 0 90. FRAMED CDLUMNS, 11 0 MPH 13 18 ACROSS RO o EAcH POST IN SCREENED SIDE WALLS 120 MPH, 15 21 3) VALUES MA Y 'E INT"ERPOLA TED FOR INTERMEDIA TE LENGTHS 130 MPH 18 25 OR SPACINGS OR 'MNO REGIONS. 140 MPH 21 29 'I) ALL STRucruA AL MElJBERS SHALL BE OF ALUMINUM ALLOY 1 ,~n MPI-I 24 33 6063 T-6 J1EM1.S. ' 110-150 MPH 10 10 5) FOR EXPOSUR 'C: lot '}L TlPL Y All COLUMN HEIGHT VALUES BY .84 (ROO1 8EAMS ARE NOT AFFECTED) 6) FOR COLUMNS fsOT St PPORTlNG PRIMARY ROOF BEAMS TH~SE STRUCTURES DF:SJGNaJ WITH TH~ 2004 COLUMN VALl MAY BE MULTlPUED 8Y 1.05. FLORIDA BLDG. CODt W/ 2006 SUPPLEMENT 7) FOR CHAIR R1 /'WAll PURUN. AND K-BRACE (SECONDARY &: CHAP. 6 OF ASC~ 7 FOR 110-150 MPH MEMBERS) VA UES Ml 'L TlPL Y COLUMN HEIGHT BY 1.10 WIND VELOCITY (3 SEC. GUST) ~XPOSUR~ B &: C. 8) ALL COLUMNS AND BE."AMS ARE PRIMARY MEMBERS; CHAIR VOID AFTER 2-1-09 1_.77 "r"t.....=- 1-.17-n7 RAIL/WALL P RUNS, -BRACES. AND ROOF PURUNS ARE SECONDARY A :MeERS DA VlD NORRIS ENGINEERING 9) All 5.M.8. Sf TlONS SflALL BE STITCHED TOP 4t BOTTOM 112 COLEMAN RD. W/O) 1'10 S. .5. 0 ~4. O.C. (MAX) WINTER HA IlE:N, FL 33880 Pg. 1-8 (863) 299-1CJ.48 P.E. 32186