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<br />_"'_'_~" "'JO_". ,...._ ...,_..______.___.____...___~_ ------.-.".........--....-
<br />
<br />__ _ _u. ~__.-'_....,-~.:.._'...--:...."'___--''-'-"'__:__._..~ .. _.,._..._.~.iC.... __---,"--,l..__ ___,._.......... .._~_...____._....;.___...._~~---...-..-_~..~ .............--"'-"-'..
<br />
<br />..'.-- ~.. ."~~"~' --~, ,..._~- "...... .-.. "'._~~-,"..". -,~~_., ..._."'"_.'..:...".'.~,....._:" ,.~. '''''..".:.;,...0...._'..,.--<.. ~ ..', ...~~."...".._~~c'-'-''"'''.'...~-''''--~"'-......~.,.....'".....'"' f:;
<br />
<br />
<br />L
<br />
<br />
<br />"H"
<br />
<br />I
<br />
<br />Upright heights
<br />
<br />
<br />L
<br />
<br />I.
<br />
<br />
<br />'H. Upright heights
<br />
<br />J L
<br />
<br />DATE
<br />
<br />"W"
<br />
<br />VARIES
<br />
<br />'l"
<br />
<br />
<br />s<::(r::,f\:- ~ of;:.'
<br />~ 4 00 ~ <::(
<br />~r;r. .. ~ . ~ \ ~ c::l
<br />~ ~ S~'\...~(j
<br />~r::.O s'~c.
<br />
<br />.W'
<br />
<br />Varies no max. Elev. slob or on
<br />
<br />1-
<br />
<br />VARIES
<br />
<br />3 - 1/4' x 4" 109 bolts with 1 1/4.
<br />fender ...ashers per 4' IXlnel ocross
<br />the front and 24" O.c. aloog sides
<br />or # 10 x 4" scr~S 0 12" o.c. (4)
<br />
<br />J" structural insulated aluminum
<br />roof (walk-on) or 3" x 12' ponel.
<br />
<br />Side wall header attached to
<br />l' x t x .044' o.b. with min.
<br />2 I 10 x 1. s.m.s.
<br />
<br />,. x 2" x .044' open bock
<br />attached to front post with
<br />I 10 x 2" s.m.!. max. 6' from
<br />each purlin ano 24. o.C.
<br />
<br />Side wall purlins attached to
<br />1" x t op~ bock with min.
<br />2 110 x 1. s.m.s. n screw
<br />Dosses or 01 ternote "L" clip.
<br />
<br />2" x 2', 2" X 3", .~/ x 2"
<br />hollow. See span tables posts.
<br />
<br />TABLE 1 MAX. ROOF PAN SPANS FOR SCREEN OR VINYL ROOMS & CARPORTS
<br />OPEN-BUILDING SPAN USE "A": AS SHOWN ON DRAWINGS READ SPAN BELOW
<br />
<br />~b~~!~!~~tl ~bLOY ~10~ H-28 ~!~!tl~tl 1~LQQQ PSI XIgbR ~Ig~~~Itl
<br />PAN SIZE MAXIMUM SPANS FOR LOADS & O.H. SPECIFIED
<br />3.0"X 12"X 0.026 NO D.H, I' O.H, 2' D.H.
<br />-IOO-MPH-W.-ioAn 13'--6" 13'--8" 14'--1"--
<br />11 0 MPH W. LOAD 12' - 3" 12' - 5" 12' -11 "
<br />120 MPH W. LOAD 11'- 4" 11'- 5" 12'- 0"
<br />3.0"X 12"X 0.032
<br />-1oo-MPH-W.~6AD
<br />110 MPH W. LOAD
<br />120 MPH W. LOAD
<br />
<br />15'- .1"
<br />13'- 9"
<br />12'- 8"
<br />
<br />15'- 3"
<br />13'-10"
<br />12'-10"
<br />
<br />15'- 7"
<br />14'- 4"
<br />13'- 4"
<br />
<br />NOTE: 0.026" PANS WITH SPANS GREATER THAN 10' SHALL BE SLOPED AT A
<br />MINIMUM OF 3/4" PER FT.
<br />
<br />STANDARD MILL TOLERANCES APPLY
<br />
<br />DESCRIPTION
<br />
<br />RE\1SlONS
<br />
<br />r
<br />
<br />2.0.
<br />
<br />~l
<br />
<br />Wosher
<br />
<br />/ s.. roof Sl'o",
<br />
<br />
<br />., ',' .. ,:". r- . ~':': .
<br />
<br />'.
<br />. ~. .
<br />.... 'f. ....
<br />. ., .'
<br />
<br />: I '.' 7....
<br />
<br />. .' .,. .'
<br />
<br />. "
<br />\ .'
<br />
<br />iob\e 4,
<br />
<br />TWicol fastening detail
<br />2' x 2" or 2" x '1,. walls
<br />for gloss.s"',:::en or
<br />vin ~ rO(l~~ls.
<br />
<br />2~1. 2" X 0.044"
<br />~' x 3" x 0.050"
<br />
<br />... "
<br />
<br />'.:. ..'..
<br />. ... .
<br />". .
<br />
<br />0,D5D' tWical
<br />
<br />.':',' .:- ','
<br />" '.
<br />\:'... :.: ,,'
<br />
<br />3.0.
<br />
<br />+
<br />
<br />I
<br />
<br />
<br />
<br /><~'l
<br />
<br />
<br />SECTION PROPERTlES
<br />
<br /><<'
<br />
<br />Alternate 'l' enp. ~
<br />
<br />x
<br />
<br />~
<br />~
<br />~
<br />u
<br />::::>
<br />~
<br />V)
<br />~
<br />:c
<br />
<br />$x = 0.4.32" in. ~
<br />Iy = 0.342. in. ~
<br />A = 0.622" in. Z
<br />
<br />
<br />2x_
<br />
<br />1/4" log bolts in wood deck.
<br />
<br />\
<br />
<br />1x___
<br />
<br />Front and side bottom roils ottachPJ
<br />to concrete with 2 1/4. x '/4.
<br />Thunderbolt in concrete or
<br />). # 10 screw ilta wood.
<br />
<br />2.0"
<br />
<br />I"
<br />
<br />i -;~
<br />
<br />
<br />
<br />
<br />+
<br />
<br />2.0.
<br />
<br />1
<br />
<br />.~
<br />
<br />SECTION PROPERTIES
<br />
<br />" 1/4. log bolts in wood deck.
<br />
<br />.t' = 0.040"
<br />
<br />S-:0120in~J---
<br />I = 0.220 in. 4
<br />A = 0.415 in. Z
<br />
<br />TABLE 2: MAX. FRONT WALL BEAM SPANS SCREEN & GLASS ROOMS
<br />6063 T-6 ALLOY
<br />FOR SPAN= L ON DRAWING USE LARGER OF: "A"=S/2 + OVERHANG OR S/2
<br />BEAM SIZE EXAMPLE: FOR "A"=5' + 1'=6' GO TO 6' WIDTH "A"
<br />WIDTH "A" 100 MPH W. LOAO '10 MPH W. LOAD 120 MPH W. LOAD*
<br />2"X 2"X 0.04" EXT
<br />5' 6' 1"
<br />6'EXAMPLE: L= 6'0"
<br />l' 5 '1"
<br />6' 5' 2"
<br />9' 4' ,,"
<br />10' 4' 8"
<br />'3" X 2 "X O. 05" EX T
<br />5' l' 9"
<br />6' l' 0"
<br />l' 6' 6"
<br />8' 6' ,"
<br />9' 5' 9"
<br />10' 5'5"
<br />
<br />6'0"
<br />5'6"
<br />5' 1"
<br />4' 9"',
<br />4'6"
<br />4'3"
<br />
<br />STA MILL
<br />
<br />1'0"
<br />6'5"
<br />5' '1"
<br />5'1"
<br />5'3"
<br />5'0"
<br />TOLERANCES
<br />
<br />LAWRENCE E. BENNETT
<br />aV1l ENGHEER & DEVilOPI.4ENT CONSULT.4NT
<br />P.O. BOX 4368 S. DAYTONA, fL 32121-4368
<br />PHONE: (904) 253-9960
<br />
<br />WHITE ALUMINUM
<br />d.b.a.
<br />Aluminum Building Systems
<br />1107 Ncrth Thomas Rd., Loosbur9( FlOlido.l, 327~
<br />Phooe: (904) 787-7766 Fax. ,904) /87-9329
<br />
<br />SCREEN, GLASS
<br />AND VINYL ROOMS
<br />
<br />5'1"
<br />5'5"
<br />4'8"
<br />4'5"
<br />4'2"
<br />3' 11"
<br />
<br />APPLY
<br />
<br />
<br />6'6"
<br />5 ' , '"
<br />5'6"
<br />5'2"
<br />4' 10"
<br />4'6"
<br />
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