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<br />1: Jj t SX=, 35 E LE fS~:35 ::H <br /> <br /> <br />I 2. I I 3. I I 3. I <br /> <br />2' x2' PATIO 3' x 2' PATIO <br />Is'PAClMi COLUMN HnGHT ~ irPAClMi COLUMN HEIGHT ~p,~ rAJ <br />II'H lID 12D 13D 1110-150 II'H lID 120 13D 10-150 <br />3' 7' -5' 7' l' 6' -9' 8' -R' 3' 9' -5' 8' -9' 8' -4' 1 D' -8' <br />4' 6' -9' 6' 6' 6' -2' 7' -11' 4' 8' -7' 8' -1' 7' -7' 9' -9' <br />5' 6'-3' 5'-11' 5'-7' 7'-4' 5' 7'-lD' 7'-5' 6'-11' 9'-1' <br />6' 15' -9' 5' -6' 5' -2' 6' -lD' 6' 7' -3' 6' -lD' 6' -4' 8'-6' <br />7' 15' -5' 5' -1' 4' -lD' 6' -6' 7' 6' -9' 6' -4' 5' -11' 8' -0' <br />8' 5'-1' 4'-9' 4'-6' 6'-2' 8' 6'-4' 5'-11' 5'-7' 7'-6' <br />9' 4' -lD' 4' 7' 4' -3' 5' -lD' 9' 6' -D' 5' -7' 5' -3' 7' -2' <br />MAX. ALLOJlABL~ B~AM SPAN = 4' -2' MAX. ALLOJlABL~ B~AM SPAN = 6' -4' <br /> <br />~u.~ <br /> <br />t~SXdO:~ ]} <br />I 4. I <br /> <br />_ .-J!50 <br />SX=. 55 <br />.,. <br /> <br />':. <br /> <br />2' X 4' <br />TIL T <br /> <br />2' x 4' PATIO <br /> <br />COLUMN HnGHT <br /> <br />11D 12D 13D 140 150 <br />12' -9' 111' -9' 11' -0' 10' -5' 10' -D' <br />11'-6' 110'-10' 10'-2' 9'-7' 9'-2' <br />ID' -5' 9' -11' 9' -5' 8' -lD R' -"'i' <br />9' ~, 9' -2' 8' -8' 8' -2' 7' "';Q' <br />9' -D' 8' -6' 8' -()' 7' -7' 7'-2' <br />8' -6' 7 -11' 7' -5' 7' -D' 6'-8' <br />8' -()' 7' -5' 6' -11 6' -6' 6' -2' <br /> <br />~~1~ <br /> <br />110-150 <br />3' -0' <br />3'-D' <br />IfP' -fO' <br />'P'-O' <br />l' -3' <br />D' -7' <br />I D' -D' <br /> <br />Is?w:IMi <br />IfIH <br />3' <br />4' <br />:5' <br />6' <br />7' <br />8' <br />9' <br /> <br />5. <br /> <br />t <br />Ii .. <br />~ <br /> <br />SX=.91 <br /> <br />.., J <br />u ../1 <br /> <br />2' x 5' PATIO <br /> <br />WCIMJ COLUMN H~IGHT -~~Z <br /> <br />IfIH 11D 12D 113D 14D f5lJ 117FI5tJ <br />3' 4' -1#' 13' -8' 13' -D' 2' -~, 11 ' -7' , ~ <br />4' 13'-2' 12'-7' 11'-11 1'--~' I1D'-7' 6'-0' <br />5' 12'-1' 11'-7' 10'-11 0'-4' 9'-8' 15'-1' <br />/;, 11''';1' 10'-8' 10'-0' 9'-6' 8'-11' 14'-1' <br />7' ItD' -3' 9' -lD' 9' --~, R' -9' R' -_':I' 1~'-P' <br />-R' 9'-6' 9'-1' 8'-7' 8'-f' 7'-R' IP'-I#' <br />9' 8'-10' 8'-5' 8'-(}' 7'-7' 7'-2' 11'-8' <br /> <br />TYPICAL ALUMINUM STRUCTURAL DESIGN DETAILS <br />SPACING - TRIBUTARY LOAD 'MOTH <br />TABLES FOR SCREEN RDOMS & RDOFS ONLY <br />tJDE; <br />I} BEAM SPANS MAY 8E INCREASED 20% WHEN CONTINUOUS <br />O\ei' INTER/OR COLUMN SUPPORT <br />2} ALL 8EAM SPANS ASSUME LA 'fERAL PURUNS " 90. FRAMED <br />ACROSS ROOF " EACH POST /N SCREENED SIDE WALLS <br />3} VALUES' MA Y BE INTERPOLA TED FOR INTFRJ/EDIA TE: I.ENGTHS <br />OR SPACINGS OR 'MND REGlON5. <br />4} ALL STRUCTURAL MfJ.I8ERS SHALL BE OF ALUMINUM ALLOY <br />6063 T-6 <br />5} FOR EXPOSURE 'C: MUL TlPL Y ALL COLUMN HEIGHT VALUES' <br />8Y .84 (ROOF BEAMS ARE NOT AFFECTED) <br />6} FOR COLUMNS NOT SUPPORTING PRIMARY ROOF BEAMS <br />COLUMN VALUES' NA Y BE NUL TlPUED BY 1.05. <br />7} FOR CHAIR RAIL/WALL PURUN, AND K-BRACE (SECONDARY <br />MfJ.IBE:RS) VALUES NUL TlPL Y COLUMN HEIGHT BY 1.10 <br />8} ALL COLUMNS AND BEAMS ARE PRIMARY MDrlBE:RS; CHAIR <br />RAlL/WALL PURUN5, K-BRACES', AND ROOF PURUNS ARE <br />SECONDARY MfJ.I8E:R5. <br />9} ALL 5.M.B. SEC710NS sHALL BE STlTCHED TOP eft BOTTOM <br />W/(I} 110 5.N.5. "24- O.c. (MAX.) <br /> <br />~j <br /> <br /> <br />I 3. I <br /> <br />2' x 3' PATIO <br /> <br />COLUMN HEIGHT ~fEIN <br /> <br />120 13D . 14D 150 110-150 <br />9' -10' 9' -3' 8' -7' 8' -0' 11' -9' <br />8' -11' 8' -5' 7' -11' 7' -3' 10' -9' <br />8'-3' 7'-8' 7'-1#' 6'-7' 9'-lD <br />7'-8' 7'-1' 6'-9' 5'-11' 9'-0' <br />7' -1' 6' -7' 6' -3' 5' -6' 8' -5' <br />6' -8' 6' -2' 5' -10' 5' -2' 8' -1' <br />6' -4' 5' -10' 5' -4' 4' -11' 7' -1~ <br />MAX. ALLOJlABL~ B~IlM SPAN = 8'-0' <br />.... <br /> <br />rPACIII. <br /> <br />IfIH 110 <br />3' ID' -7' <br />4' 9' ";8' <br />5' 8' -9' <br />6' 8'-2' <br />7' 7'-8' <br />8' 7'-2' <br />9' 6' -9' <br /> <br />IrPAcIMJ <br />II'H <br />3' <br />4' <br />5' <br />6' <br />7' <br />8' <br />9' <br /> <br />J/ SX=. 98 .1 ~ !=:J <br /> <br />1044 J J <br /> <br />I <br /> <br />2' x 4' S. M. B. <br /> <br />COLUMN H~IGHT <br />110 120 130 140 <br />14'-9' 14'-0' 13'-4' 2'-8' <br />13'-~' 12'-8' 12'-1' 11'-6' <br />rp'- , 11'-7' 1 '-D' 0'''''6' <br />l' -2' ID' -8' 10' -1' q' -8' <br />ID'-5' 9'-11 9'-4' 8'-11:' <br />9'-9' 9'-3' 8'-9' 8'-f~ <br />9' -2' 8' -8' 8' -3' 7' -10' <br />",. <br /> <br />150 <br />2'-0' <br />l' -0' <br />ru'-l' <br />9'-3' <br />8' -7' <br />8'-0' <br />7' -6' <br /> <br />- -:100 SX=l. 35 1 IJ <br /> <br />r,050 J 1 <br /> <br />1 <br />2' X 5' S. M. B. <br />rPACIWJ COLUMN HnGHT <br />IfIH 110 120 130 140 1:50 <br />3' 18'-5' 17'-3' 16'-2' 5'-1' 114'-0' <br />4' '6'-' 15'-7' 14'-7' 1-'1'-6' 12'-7' <br />5' 5'...,' 14'-2' 13'-3' 2'-3' 1'"""5' <br />6' '- l'l~'-o' 12'-2' 1'-3' 10'-6' <br />7' '- 1::>'-1' 11'-1#' 70'-6' 9'-9' <br />8' '-1' 11'-4' 10'-8' 9'-11' 9'-2' <br />9' 1 ' -5' 10' -9' 10' -1' 9' -5' 8' -9' <br /> <br />~~~z <br />110-150 <br />17' -4' <br />16'-6' <br />1"'i'-6' <br />14'-6' <br />13'-7' <br />12' -9' <br />12'-0' <br /> <br />~~~z <br /> <br />110-1 ::JD <br />", -6' <br />19'-10 <br />18'-1#' <br />1 7' -D' <br />l!;'-lD <br />14' -1C1' <br />14'-0' <br /> <br /> , R' , f'" <br />DESIGN LOADING rp<:;,~) .~....~ <br />110 MPH 13 18 <br />120 MPH 15 21 <br />130 MPH 18 25 <br />~ ~~ ':Z 21 29 <br />P4 33 <br />110-150 MPH 10 10 <br /> <br />COLUMNS, <br /> <br />~, <br /> <br />THESE STRUCTURES D~S1GNm 'MTH TH~ 2004 <br />FLORIDA 8LDG. CODE W/2006 SUPPLEMENT <br />de CHAP. 6 OF ASC~ 7 FOR 110-750 MPH <br />'MND VELOCITY (3 SEC. GUST) EXPOSURE 8 de C. <br />VOID AFTER 2-1-09 /w=.77 ~~._- 1-17-n7 <br /> <br />DA V/D NORR/S ENGlNEER/NG <br />172 COLEMAN RD. <br />'MNTER HA '-EN, FL 338BO <br />(863) 299-1048 P.E. 32186 <br /> <br />Pg. 1-8 <br />