|
<br />C;<d--l
<br />
<br />O' 0' I!)' 4' . 14' 1'.: .12' . ,.
<br />1'0' 15'7" :'4'.J~. .:.12'3"
<br />.... .. .2' 0: 15'. g.... ..,14: ..6..12....'.1.:..
<br />':,:,::,:".:.:.:.'.:.;,:.:.:.:.:. ;:;:::;:::::;:;:;:;:;:;:;:::;:;:;:. 3' O. 16' 6- : 15' 2- : NI A
<br />
<br />.0' .0' H'W.. .... :.1.6'. 5"....:.1.4.f..
<br />l' .0.:. 18' .0.....16: 7' ......:..14:..6....
<br />.......2:..0.. 18'. 3~ : 16' .10.'. .........Ll.4.....1X..........
<br />3' O' 18' 10' : 17' 7' :N/A
<br />.0....0:. . .W.9.:. :.15:. 4" :J~:...1.o.:...
<br />.1:.0'.. W. '.'~. : 15' .6~ .... .....:.1.4..2:.....
<br />.. 2'.0' 17'3: .....15. .10'. ..:1.4'..5'..
<br />3' C' 17' 8' :16' 7' 'IS' 2"
<br />.0'0' 18'!)'. IT .10.'. '.6'...2:
<br />1'0.' 19'7' :,1'.11' :,6'4'
<br />2' a" 19' ,0' 'B' ,. 6'. B'
<br />J' a' ;./). 5' :1fl' 9' 17' l'
<br />O' 0" ;'0' 10." 19' I' : 17:.4"
<br />l' C' ;,,. o.' 19' J' : 17' 6'
<br />..2' a' ;'1' J' .; 19' 5' : 11'..9'
<br />J' o.' ;". ll" : 19' ". : IB' 5'
<br />.... O' a" ,'4' 0" 22' ;>' ....,20..0" .
<br />:6"TH1CJ(::>' l' o.' ;'4' 2- 22' 3' .. . :.20' 3-
<br />.032GAUGE:::::';:'): ...2' 0' ;'4' S" 22'. 5' ;20' 4'
<br />.. 3' a' <'4' 9' ;>;>. 9' ';>0' II'
<br />
<br />NOTE: SPANS CAN BE INCREASED 'O~. FOR FnEE.STANOING CARPORTS OR PATIO COVERS
<br />
<br /><1
<br />
<br />........
<br />. ..."......-...".-........
<br />.. ..... ""d,. ............
<br />...,.'......FOAM':::::::::::::::::::::
<br />
<br />.'cR~:3~L~:~I::::::
<br />
<br />.'. 3"THICK'::'//":"
<br />.........02~:;:GAtiGg.:i:."
<br />
<br />....... .. ... d._,.
<br />'m::::::a1t::1t:Hlci<l:::::::j::::::
<br />.'::::::0~l~::::;~~~:~~:1::::j:::::::
<br />
<br />. ............. .._H..... ....
<br />. . . . . . . - .. . . . .. ..... .. ... ....
<br />!i:'!:::I~~'~l~l~~~'::'I!.!:!':'
<br />
<br />. . .
<br />
<br />.. --.--.
<br />.... . .".
<br />'4,,'THICK'::.. ::( .
<br />.'" ~031.QAtJG~\:'
<br />
<br />..... ....,..... ......
<br />. .....". .......,.. ....
<br />:.........6..<THJCR..:/
<br />.....;024 G AtJGE):'>
<br />
<br />FOAM COMPOSITE
<br />ALUMINUM-LAMINATED
<br />MAXIMUM ROOF PANEL SPANS
<br />FOR ATTACHED STRUCTURES
<br />WITH OR WITHOUT SCREEN WALLS
<br />
<br />
<br />WIND SPEED ZONES
<br />-... ...
<br />-.:-
<br />
<br />MAXIMUM PANEL SPANS
<br />
<br />MAXIMUM ROOF PANEL SPANS
<br />FOR ENCLOSED STRUCTURES
<br />WITH FIXED WALL PANELS OR GLASS WINDOWS
<br />(Glass rooms, Sun Rooms, Additions)
<br />
<br />....",.. ...... ... ......
<br />............. ,..................
<br />... "'.' ......_...n...........
<br />i<...(:'FOAMi:::::":::;V
<br />B?~:~~C~]i'!:!.
<br />
<br />. ., .. . . , . . ' . .
<br />
<br />."..... "0" .., ...
<br />'3'PTHICJ(>> ..
<br />/~Oi(GAUGE//
<br />
<br />. . . . . . . . . . . . . - ... .',..
<br />.... ....."....... .............
<br />. . ........,....,......,..........
<br />..3....r..H....l. .K...............
<br />> '/... c'.:..::.
<br />'" ........ .......
<br />". .3........ U.GE...........
<br />. ':",0 2,::,:'GA.. ,::""..?::
<br />
<br />......". ....
<br />,......-.-". ........
<br />. . . . . . . , . . . - . .. . . . . .
<br />. ,...................
<br />....................
<br />
<br />.. .., ...... ..
<br />. . . . . . .. ...,. .. . .....
<br />.......:4~~':,.Hi 61<\:'...
<br />., '. . '.. ",. . ,.....
<br />. ......0 2.~... a'A u' E' ...........
<br />.....:,,< '\V G ::.::......
<br />
<br /><.-;'>.:-.':-:':;'<".:;';':':':':-:>;'>;'::-:4-:'.".:';",:
<br />.':;:':;:;4" "":T' 'H"'J'C" 'K' ::::::::,:.:;:;:':.
<br />>),O;~':'GAUG~:::::::::::::
<br />...,- ,..... ....... .... ...
<br />
<br />................'.........:.7......................................
<br />. ...... ...................
<br />. . . , . . . .. ..., ,. . ....
<br />
<br />..&'.'."..r..H.:...J...C....K.....:::::'::,::':::::'
<br />. . - . . . . . . . .
<br />
<br />b~~~)::.~~y~~::.:'!:.:::.:
<br />
<br />"' ..................
<br />. ......-...............
<br />...................... . ..
<br />):amTHlc'R\\?::j
<br />:;i?:t*=.::::~.tpgf,:::::::::::.
<br />
<br />
<br />WIND SPEED ZONES
<br />
<br />--...
<br />-_.
<br />
<br />. MAXIMUM PANEL SPANS
<br />
<br />..0.' 0'
<br />I' o.'
<br />.2' O'
<br />:1' o.'
<br />o.' 0.'
<br />I' a'
<br />.. 2.'. 0.'..
<br />3' o.'
<br />0.'0'
<br />,. o.'
<br />...2'.0.'
<br />3' C'
<br />o.' 0'
<br />.1.'.0.'
<br />2' o.'
<br />3' o.'
<br />......0.'.0".
<br />l' O'
<br />..2' o.'
<br />3' 0.'
<br />a' .C~.
<br />1'.0'
<br />. 2.... O~..
<br />J' C'
<br />
<br />15' ..3~..........:.13: ..J....
<br />15' 4' lJ'. S' .
<br />15' 9' lJ'.. 9'
<br />'6' 4' 14' S'
<br />Ill" a' ....,I!). S.....
<br />18' 2' 15' 8'
<br />,B' ..5' ,6' 0."
<br />18' 10.' 16' 7"
<br />16' B" 14' S"
<br />16' 11' 14' 7'.
<br />1l.~ .3:.15: .1.:...
<br />17' 9' : IS' 9'
<br />19' 4" 16'.. 9'
<br />19: 6' ..16' 11'
<br />19' 8.... 16'.. l'
<br />?O' 4' lA' 3'
<br />20' 10.' )8'. 0.'
<br />21' o.' 16' ;>.
<br />21';>' ..... :'.B'. 6'
<br />;>,. 7" : 1 . ,.
<br />23'.. 1':.. ...20.'.. , O'
<br />24'. a' ...J': a'.
<br />24' 4' ......;21: 5.'
<br />24' B" : 21' 6'
<br />
<br />.. ...'.1.W...3:
<br />..: 12'Y..
<br />'.2' 10......
<br />'NfA
<br />. '.4:..3"
<br />: 14' S'
<br />14:.. 9'
<br />:N/A
<br />1 LS'..
<br />13'Y
<br />..:1.3'..1..1'
<br />. 14' S'
<br />15' 4'
<br />..:..15:. 7"
<br />:.15:. 10:.
<br />: 16' 4'
<br />16'..6'
<br />16' 10.'
<br />17' 1 ~..
<br />: 17'
<br />'9'
<br />19:
<br />.,19:. 6'
<br />,20.' 2'
<br />
<br />
<br />NOTE L FOR ROOF PANELS LAMINATED WITH MIiMBRANES OTHER
<br />THAN AlU"';rlUM SKINS Will REQUIRE SITE SPECIFIC ENGINEERING
<br />NOTE 2: FASTEN PANELS TO WAll HEAO€RS
<br />WITH (6)1101 SMS '-lONGER THAN PANEL THICKNESS
<br />
<br />DESIGN CRITERIA
<br />STRUCTURE CLASSIFICATION: PARTIALLY ENCLOSED F8C Soc.on ,,,,.
<br />"APPLICABLE WINO SPEED ZONES '00 "l'h.130 "l'h
<br />
<br />WINO IMPORTANCE FACTOR' 1-.77
<br />
<br />WIND EXPOSURE CATEGORY' B (01""-12 "l'h) ANO C (V",,_I00 "l'h)
<br />3 SECOND GUST FACTOR PER EXPOSURE' CATEGORY
<br />DEFLECTION lllOO
<br />ROOF O€S'GN PRE:;SURE: ;00 bsI$q"
<br />COMBINED INTERNAL PRESSURE COEFFICIENT: GC..,.I 0 18
<br />
<br />
<br />Foam: lib densily E.P.S
<br />
<br />ALUMINUM: Jla5.HI411+2S
<br />
<br />, Wtnd tV....". 10 "'l'h 'M .tlo~. '.qUII, :Illt Gp"ohC cIlculoalH"" ,nd ."v.....,1\9
<br />Ch...:_ ..,,,, I,.... t'u.""'1J d..,,,,,vn,,,nl (I "ltIl'II,'l>.)lot, 101 I....:.. (I'dtnf"l(\r...~
<br />
<br />
<br />'-.
<br />
<br />.. .
<br />
<br />Sheet~ OF:f.3
<br />
<br />t FOR
<br />
<br />
<br />SINCE KEN ZECHIEL, PA
<br />1960 CONSULTING ENGINEERS
<br />
<br />These Standards & Plan. Meet. The 2001
<br />Rorida Building Code. with Current Revisions
<br />Maximum Wind Speed _ rrph
<br />
<br />KENNETH C. ZECHIEL, P.E. 0993\
<br />Main Olllr,}: 800 E. North SI. Tarrpa, Flor)da 33604 '
<br />\.jI3) 237,11133 FAX: (813) 234011804 I
<br />4316 N~~~~:~J:~L Suile 12
<br />,... v ,......., "'...... n"''''''''
<br />
|