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<br />f sx~ 35 E m f SX~:35 ::H <br /> <br /> <br />I 3" I I 3" I <br /> <br />3' x 2' PATIO <br />~ffiGN rPACllIi COLUMN HEIGHT rlll!lI fA, <br />1O-i5iJ I#'H 110 120 130 1110-150 <br />3' 9' -5' 8' -9' 8' -4' In' -El' <br />4' 8'-7' 8'-1' 7'-7' 9'-9' <br />5' 7'-10' 7'-5' 6'-11' 9'-1' <br />6' 7' -3' , -10' 6' -4' 8'-6' <br />7' 6' -9' 6' -4' 5' -II' 8'-0' <br />8' 6'-4' 5'- I' 5'-7' 7'-6' <br />9' 6' -0' 5' -7' 5' -3' 7' -2' <br />MAX. ALLO"ABL~ B~AM SPAN = 6' -4' <br /> <br />I I <br /> <br />~u ~. <br />N <br />~ . <br />~SX"". 23- <br />?I <br /> <br />2' x2' PA TIO <br /> <br />rPACIM COLUHN 'lE:IGHt <br /> <br />I#'H 110 12G 130 <br />3' 7' -5' 7' -' 6' ..,.9' 9' -8' <br />4' 6'-9' ,,:.' , 6'-2' 7'-11' <br />5' 6' -3' 5'. I' 5' ...7' 7' -4' <br />6' 5' -9' 15" , 5' ,..2' 6' -10' <br />7' 5' -5' "i' , 4' ...rn' 6' -6', <br />8' 5'-1' 4' , 4'>-6' 6'-e' <br />9' 4' -10' 4' , 4' ...3' 5' -10' <br />MAX ALLO"ABL~ B 4M SPAN "" 4'-2' <br /> <br />~a.~ <br /> <br />_ -:250 <br />SX=. 55 <br />.," <br /> <br />':.t <br /> <br />2' X 4' <br />TILT <br /> <br />SPACIMi <br />II'#{ 110 <br />3' 12' -9' <br />4' 11' -6' <br />5' 10' -5' <br />6' 9' -7' <br />7' 9' -0' <br />8' 8' -6' <br />9' 8' -0' <br /> <br />t-sx~ 70:: J} <br />I 4" I <br /> <br />2' X 4' PATIO <br /> <br />COLUMN HEIGHT <br /> <br />120 130 140 150 <br />l' -9' 11' -0' 10' -5' 10'-0' <br />0' -10' 10'~' 9' -7' 9'-;!' <br />9' -r l' 9' -,0:;' 8' -10 8' -,0:;' <br />9' -2' 8' -8' 8' -2' 7' -9' <br />8' -6' 8' -0' 7' -7' 7' -2' <br />7' -II' 7' -5' 7' -0' 6' -8' <br />7' -5'. 6' -11 6' -6' 6' -2' <br /> <br />~~~ <br />110-150 <br />3' -0' <br />3' -0' <br />P'-10' <br />e' -0' <br />l' -3' <br />0' -7' <br />0'-0' <br /> <br />~j <br /> <br /> <br />I 3" I <br /> <br />2' X 3' PATIO <br /> <br />COLUMN HEIGHT m:w: <br /> <br />120 130 140 150 110-150 <br />9'-10' 9'-3' 8'-7' 8'-n' 11'-9' <br />8' -11' 8' -5' 7' -11' 7' -3' 10' -9' <br />8' -3' 7' -8' 7' -4' 6' -7' 9' -10 <br />7'-8' 7'-1' 6'-9' 5'-11' 9'-0' <br />7' -I' r,:.' -7' 6' -3' 5' -6' 8' -5' <br />6' -8' 6' -2' 5' -10' 5' -2' 8' -I' <br />6' -4' 5' -10' 5' -4' 4' -II' 7' -10 <br />MAX ALLO"ABL~ BEAM SPAN = 8' -0' <br />A." <br /> <br />rPACIM <br /> <br />II'#{ 11 0 <br />3' 10' -,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 />is:PAcIMi <br />II'#{ <br />3' <br />4' <br />5' <br />6' <br />7' <br />8' <br />9' <br /> <br />SX=. 98 .1a !J <br /> <br />1044 ~ <br /> <br />1 <br /> <br />2' X 4' S. M. B. <br /> <br />COLUMN HEIGHT <br />110 120 130 140 <br />14'-9' 14'-0' 13'-4' 2'-8' <br />13'-3' 12'-8' 12'-1' 1'-6' <br />12'-1' 11'-7' 1 '-0' O'-Fi' <br />11'-2' 10'-8' 10'-1' 9'-8' <br />10' -5' 9' -11 9' -4' 8' -II' <br />9' -9' 9' -3' 8' -9' 8' -Jf~ . <br />9'-2' 8'-8' 8'~ .7'-10' <br />"," <br /> <br />150 <br /> <br />~~~z <br />110-150 <br />17' -4' <br />16'-6' <br />15' -6' <br />14'-6' <br />13' -7' <br />12' -9' <br />12'-0' <br /> <br />",. <br /> <br />T <br /> <br />SX=. 91 <br /> <br />"\J <br />u ..I J <br /> <br />- -:100 <br /> <br />SXzl.35 <br />r'OSO <br /> <br />2'-0' <br />11'-n' <br />10'-1' <br />9'-3' <br />8' -7' <br />8'-0' <br />7' -6' <br /> <br />~ <br /> <br /> 2' X 5' PATIO 2' X 5' S. M. B. <br />iA4CIIIi COLUMN HEIGHT ~~Z rPACIM COLUMN HEIGHT ~~~Z <br />II'#{ 110 120 130 140 150 110-150 II'#{ 110 120 1130 140 150 110-150 <br />3' 14'-4' 13'-8' 1,':1' -n' 2' -3' 1 ' -7' 16' -10' 3' 18' -5' 17' -3' 16'-~' 5'-1' 4'-0' el'-6' <br />4' 13'-2' 12' -7' 11'-11 l' -3' lU'-7' 16'-0' 4' 6' -El' 15' -7' 14' -7' 13'-6' Ie' -7' 19' -10 <br />5' 12'-1' 11' -7' 10' -11 0'-4' 9' -8' 15'-1' 5' 5'-2' 14'-2' 1,':1'-3' 2' -3' l' -5' 18' -4' <br />6' 11'i-l' 10'-8' 10'~()' 9'-6' 8'-11' 14'~1' 6' '-11 13' -0' 12' -2' 11' -3' 0'-6' 17' -0' <br />l' iI n' -~ 9'-In' 9'-3' El' -9' B'-~ 3'-2' ,- , -11' 12' -1' 11'-4' 1n'-6' 9' -9' 15'-ln' <br />8' 9'-6' 9'-1' 8' -7' 8'-1' 7'-R' 2' -4' 8' 1 ' -I' 11' -4' rn'-8' 9' -11' 9'-2' 14'-10 <br />9' 8'-10' 8'-5' 8'-0' 7' -7' 7'-2' 11' -8' 9' '-5' 10' -9' 10'-1' 9' -5' 8'-9' 14'-0' <br /> <br />TYPICAL A UMINUM STRUCTURAL DESIGN DETAILS <br />SPAct. ~ - TRJsUTARY LOAD 'MOTH <br />TABLES FD;> SCREEN RDOMS Be ROOFS DNL Y <br />tJDJE; <br />1) BEAM SPANS MA _~?.IN(;REASED 20X WHEN CONTINUOUS <br />OIlER INTERIOR lJI.I,)MN SUPPORT <br />2) ItLL BEAM SPItN ItSSUME LA TERAL PURUNS 0 90. FRAMED <br />ItCROSS ROOF C EACH POST IN SCREENED SIDE WALLS <br />3) VALUES MAY BE'W7FRPQLATED FOR INTERMEDIATE: LENGTHS <br />OR SPACINGS ~ WIND /fEGION5. <br />4) ItLL STRUCTURItL MEII8E:RS SHItLL BE OF ALUMINUM ItLLOY <br />6063 T-6 <br />5) FOR EXPOSURE : MUL 'PL Y ALL COLUMN HEIGHT VALUES <br />BY .84 (ROOF ~ ~MS AJ 'E: NOT AFFECTED) <br />6) FOR COLUMNS.!! T SUP1- ORTlNG PRIMARY ROOF BEAMS <br />COLUMN VALU~.: MItY S MULTlPUED BY 1.0S. <br />7) FOR CHAIR RAlL WALL P,~RUN, AND K-8RACE (SECONDARY <br />MEMBERS) VAL~:S MUL 'PL Y COLUMN HEIGHT BY 1.10 <br />8) ItLL COLUMNS A IJ) 8EAA S ARE PRIMARY MEIIBERS; CHAlR <br />RAlL/WA1.L Pll.'!:. ':!~ K- !JRACEs. AND ROOF PURUNS ARE <br />SECONDItRY M~ :fER5. <br />9) ItLL 5.M.B. SEC7 ')NS SHALL BE STITCHED TOP 4l BOTTOlrl <br />W/(1) #10 5.M.~ 0 24- O.c. (MAX) <br /> <br />t .. <br />I~ <br />~ <br /> <br />COLUMNS/ <br /> <br />DESIGN LOADING <br />11 0 MPH <br />120 HPH <br />130 HPH <br />~ ~~ '::,~ <br />110-150 HPH <br /> <br />~, <br /> <br />, 'B' , C' <br />( p';:n ( P,(;':f:") <br />13 18 <br />15 21 <br />18 25 <br />21 29 <br />P4 "~3 <br />10 10 <br /> <br />THESE STRUCTURE:S DE:SIGNED WITH TH~ 2004 <br />FLORIDA BLDG. CODE W/ 2006 SUPPLEMENT <br />cI: CHAP. 6 OF ASC~ 7 FOR 110-150 MPH <br />WIND VE.OCITY (3 SEC. GUST) EXPOSUR~ B cI: C. <br />VOID AFTER 2 1-09 Iw-.77 ,.. 17--n7 <br />DA '0110 NORRIS ENGINEERING <br />112 COl.EMAN RD. <br />WINTER HA'IEN, FL 33880 <br />(863) 299-1048 P.E. 32186 <br /> <br />Pg. 1-8 <br />