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<br />Table 3,2,1: Allowable Upright Heights Screen, Vinyl and Glass Rooms
<br />Aluminum Alloy 6063 T.{i
<br />
<br />Table 3,2,2: Allowable Upright Heights Screen, Vinyl and Glass Rooms
<br />Aluminum Alloy 6063 T-6
<br />
<br />, ~~' ~ U,Uj, olTow ExtruSIon
<br />Wind Zone
<br />lOZ MY,H, I ,'U M, ,H. I 120 MY,H. I "~lVl,P,H. 14U M,...,H,
<br />ApplleCl LoaCl
<br />l~ IJ./::.q, rt. Z3 # iSq, ~l ~5 ,,--S-q, -t. L~" I::.q, rt. jb" I::.q, Fl
<br />".lU ".1 r ,,-~ / .11 / .,!,
<br />'';-1 ~-,,) / -~ / -~ o~
<br />1j -b I ' ,9'. , -,,) 0-11 o-'!'
<br />1j-lj i.... o.'v 0-0 ".IU
<br />I_I 0,1 I 0-0 o-,!, ~./
<br />I -j 0 - / 0 -j ~ -11 ~ -j
<br />0-11 0.... ". ~-o :>'
<br />0-0 0-' :>.~ :>-:> ..-IU
<br />5'.::) I :> . I 'v " -0 :> -,,) .. .0
<br />o -j I ~ -0 ~..... :> -v 4-0
<br />~' ~ ~' ~ U,UjO allow ExtrUSIon
<br />Wind Lone
<br />. T lZ0 MY,H. I "~lVl.?"H, 1 140 M....,H,
<br />ApplleCl Loaa
<br />1 ~ ,,{::.q, 1;1. . 2J It iSq, rl I :26" j::;q, -I. :23" I::;q, Fl 35" i::;q, ~t.
<br />,,)0 lu-3" 3'4' I o.~ I 1j-j. I-~
<br />--,..,,---~~- ---.--~ --,,- --~----f~--
<br />.." ' . I v 0 - , I . . I I -0 ~ - '
<br />4<1' 8'-10" d.l 1'/ /',[ o-~
<br />-5'4 04 ,-I ,." c.~ o,r
<br />oV r -11 I -j 0 -~ C -:> :> -~
<br />e.--~O I - I 0 - 0 -0 0 - :> -0
<br />7, (-j I 0'/ 0" :>-IV :>-j
<br />/0 0-11 0.4 0-, ~-O.' - ~.,
<br />04 0 -0 0 -) :> -~ :> '0 .. -11
<br />'--9u' 0 -0 :>., , :> -0 0 -j . .. ."
<br />:2' ~ ~' ~ U,U44 ollowEXlruSlon
<br />Wi nd Zone
<br />'UL M,...,H. I ,'U M,r', , I lZ0 M,
<br />-Applied Loao
<br />, ~ "I::.q, ~t. I ZTIt iSq, Fl 26 II ISq, rl L~ if I:>q, rt. 36 II ISq, rl
<br />"-,!, I iO'-2' {'I ~- 01
<br />'U -4 I ~ .:>; - I v 1j -~ , -0
<br />~-o o.-IU T3'" i.1(J i-'
<br />9'-[ I 0-4. i .: iT I -~ 0 -(j
<br />0'-0" / - ; V I -0 I -Ij 0-4
<br />1j -j I / -'0 , - , 0 -00 0 -v
<br />I -" I -2" 0 -~ 0 -:> :> -9'
<br />I_I 0-11 0-0 0-, :>-0
<br />/-4 0-0' 0-,,) :>-11 :>-4
<br />t-r I co:> 0-1' o.~ :>-,!,
<br />L ~ L' ~ U,U:>:> ollow ExtrUSIon
<br />LWlnd Lone
<br />~OZ"M,r',H, I ,uM,P,H, I lZ0 MY,H. ,,:> lVl.r',H. 1 140 MY,H.
<br />ApplleCl LoaCl
<br />,s;nsq:-"Flf23 II iSq, ~l Z5" I::;q, ~l ~3 II i::.q, Ft 36 II f::.q, ~l
<br />1,!, -3" I ' 1 - r 'v -:> ~ - d-' ,
<br />11'-4' I jU-j ,-0 ~.[ d-j
<br />1(J.f 9-1' ,T 1j-1 {-(j
<br />,-I' I "I T-o 1j., -j
<br />~-o 1 d-I 0-' 1-0 0"
<br />~-U I 3'.2" /., -4 0-)
<br />0-0 / -'U 1-:> 0- o-T
<br />,,-4 I 1'/ / -I 0 -, o-V
<br />1'-1' I / -,,) c, 'iJ 0 -0 :> .1 U'
<br />f -,,'. 1 / -(J ",,1 b-j'. :>-1'
<br />
<br />Load
<br />Width
<br />
<br />-30
<br />
<br />4,
<br />
<br />~
<br />
<br />:>4
<br />
<br />OV
<br />
<br />00
<br />"
<br />
<br />'0
<br />
<br />~4'
<br />~U
<br />
<br />Load
<br />Width
<br />
<br />Load
<br />Width
<br />
<br />-30
<br />
<br />'+<'
<br />
<br />40
<br />
<br />:>4
<br />-6v
<br />-6"0
<br />
<br />~,
<br />
<br />/0
<br />1j4
<br />
<br />~v
<br />
<br />Load
<br />Width
<br />
<br />j\)'
<br />4,'
<br />
<br />
<br />F~
<br />
<br />>----60
<br />'--7 L'
<br />
<br />'ll'
<br />04
<br />
<br />~v
<br />
<br />Load
<br />Width
<br />
<br />L' ~ J' ~ uu:>u Ho ow J:~truSlOn
<br />I"/Ino..one
<br />lU MY,l-\, I .U M, 'I 1.~ M, ,H,
<br />App Ie<, ,-oae
<br />'t. ":6 ~ /"q, 'L "~IJI::>q,
<br />,~,~ 1,,)-/
<br />,,,)-q ',-I
<br />,.:> '1-~
<br />1 .~' , 1'-1.
<br />-" lV-O
<br />,v- IV-
<br />'V -, ~'I
<br />~ -~ ~-j
<br />~ ':> ~-'I
<br />~"1' ~'-r
<br />o ow I:~ trUSlOn
<br />\"Ilno ..one
<br />lU M,P,H, I ""u M, ,n, I 125 M,P,H, 1 140 M,P,H,
<br />Appll~e ,-oae
<br />'L ,,,) tflSq, 't, La ~ I"q, rL "~IJI::>q, 'L
<br />1~.11' II-~ 10'1\,/
<br />o-~ 1:>,/
<br />1:>-:> 14-/
<br />.0' I Ij-~
<br />Dcg-- - 13-U
<br />,~-1 1 L-~'
<br />". 11'11
<br />,-1 , ,-~'
<br />"-~ 1 ,-v'
<br />II-~ lU'-<f
<br />
<br />lO1rif:r',H,
<br />
<br />14U M ,...:1'1.
<br />
<br />-:;.
<br />...
<br />.~
<br />~4'
<br />.v
<br />..
<br />f"
<br />I ~
<br />~.
<br />f-----'g" u
<br />
<br />I ~ if I::>q,
<br />10-lU'
<br />1:>'{"
<br />14'.r
<br />13'-9"
<br />J,,)-\J
<br />1 L-:>
<br />,.,
<br />11'.~'
<br />II'.U'
<br />1 U'-O'
<br />
<br />L <.J IJ I::>q,
<br />1:>-,,)
<br />4.,
<br />~ -,,)
<br />'''-0
<br />
<br />J. IJ I::>q, 'I,
<br />" -,,)
<br />II .~
<br />U-/
<br />~'.
<br />S'-o
<br />~,V
<br />~ .0
<br />~'...
<br />o'-U'
<br />I....
<br />
<br />H'1ir
<br />11-,,)
<br />jU-IU
<br />lU-~
<br />lv-V
<br />9.<;'
<br />Z' ~ 4' ~ U,u~U
<br />
<br />Load
<br />Width
<br />
<br />lV" M, ,H,
<br />
<br />"lUTM:r',H. I ,'u M.
<br />
<br />36" lJ7Sq, H
<br />1""
<br />1,,)-,1
<br />I~-
<br />
<br />, ,"
<br />l---rr-~'"
<br />
<br />.,
<br />U -~
<br />U -j
<br />9'.
<br />9'.,
<br />
<br />1<.~ IV1....,H, I 'j\J IVl,P,l-\.
<br />
<br />,. IJ I::>q,
<br />-3. ,U-~
<br />." I~-j
<br />.0 II-
<br />I .:~ : ~ ',;.... I
<br />1-.0----- - HH"
<br />..' 10'.4"
<br />"" 14'-8"
<br />I~ 14'-1"
<br />~4' 1.l"T
<br />~U 1,,)-'
<br />NO.es:
<br />Glass ROOms The addition of aluminum frame wmdows With glass panes that are
<br />deSigned to 110 M,PH. Wind load requirements to the above upnght sizes Increases the
<br />strength so that addrtlonal framing IS not reqUired
<br />L..Sfr;9~'t1ie1ll ~~M!'1.~tif1V' (~,%~I va'WtcllS8'afa~~ nei\!~l ~~RI~.Ri1l~
<br />from the maximum height allowed for ead1 extruSion,
<br />USing screen panel wioth 'W (See typ,cal glass room draWing.), select upnght height "H"
<br />reqvlfed from the maximum height allowed for ead1 extrusion
<br />Exa m pie:
<br />Screen panel wlJth "W" = 60";
<br />Maximum "H" f('f a 2" x 2" x 0050" Hollow ExtruSion = 13'-0"
<br />
<br />11 -0
<br />
<br />I" '4'
<br />
<br />0-;'
<br />
<br />14-~
<br />1.l-
<br />IJ-4.
<br />1[-IU
<br />L(.4'
<br />
<br />Table ),2,3:
<br />
<br />Allowable Upright Heights Screen, Vinyl and Glass Rooms
<br />Alum inum Alloy 6063 T ~
<br />
<br />3" ~ 2" x 0,050" Hollow
<br />
<br />
<br />Load
<br />Width
<br />
<br />Notes:
<br />Glass Rooms The addition of aluminum frame Windows WIth glass panes that are
<br />deSigned 10 110 M P H Wind load requlCements to the above upnght sizes increases the
<br />strength so that additional framing IS not required
<br />Screen Splines on 3" Side extrJSlon turned Wlth 3" Side parallel to sole plate
<br />USing screen panel wldth'V'l' (See typical giass room draWing ), sele<:t IJpnght reqUJred
<br />from the maxlmvm height aliewed for each extrusion
<br />Example:
<br />Screen panel Wldth "W' = 60",
<br />MaXimum "H" for a 2" ~ Z" x 0.036" Hollow ExtruSion = 7".11"
<br />
<br />Notes:
<br />
<br />Glass Rooms The addition of aluminum frame wmdows With glass panes that are deSigned 10 110
<br />fA P H Wind load ceqwements 10 the aoove vpnght SIzes Increases the strenglh so that additional
<br />frammQ is not reqUIred,
<br />USing screen panel w,dth VV (See typical glass room draWing ), select upoghl reqwed from the
<br />
<br />maxl~~~~e~~I~~I~O~~!O:ia:ct\e;tX;Us~~Onr\umed WIth J" Side parane to sole plate
<br />
<br />Table 9,3: Allowable Loads On Screws And 80lts
<br />{As Recommended By Manulacturers!
<br />
<br />Sell.Tapping and Machine Screws Allowable Loads TenSile
<br />Strength 55,000 psi: Shear 24,000 psi
<br />Metal to Metal
<br />
<br />
<br />Screw Diameter
<br />
<br />Screw Diameter
<br />
<br />Screw Diameter
<br />
<br />I I
<br />
<br />Concate Screws And Bolts In Concrete, Brick or C,M.U,
<br />(Embedment Mus! Be a Minimum 01 t.'{2" Thickness With 1."4" From Edge)
<br />I z. UOO# \;Onere I. I J, OOOlf nCfe.
<br />
<br />Tension I
<br />Screw Diameter Ibs,) Shear Shear
<br />o
<br />
<br />
<br />I j 10
<br />
<br />Aluminum Rivets with Aluminum Mandretu
<br />
<br />Screw Diameter
<br />
<br />
<br />Aluminum Rivets with Aluminum Mandrel
<br />Tension
<br />lb.,
<br />
<br />Screw Diameter
<br />
<br />Shear
<br />
<br />.. Screw goes through t',yO sides of members
<br />
<br />- All barrel lengths Calus Industrial Quality Use ~a("'l'Jfacture($ grip ~a(lge to match total wall thIckness of
<br />conr.~ct!on Use d";art To Seiect screw U S r:ve: su:S(~~ut'on of af"lc!"'of sDeCjf>ca~lon'S In ,jiawlngs
<br />
<br />'CE ,\.~;EK:,~i~' ,~RE.
<br />"LL l'ECHNK" L ,"SSL,T.~N RO,'''L ^'..I_',q~l}.\
<br />
<br />PRO' :-D -/\.';;,...'5- ......SD _yo t:l"'~,.c,~ OR
<br />DISC..' S ~L' o,;\',,<P J,!'H1ES E"Y,.c'c.,:-' ,
<br />
<br />~!:i'~;l~~~L~;)!\;;/:':~\:~~~:Bi~!;~ !,'~~~ ~':!,lri~
<br />
<br />FeR ,~ Pr,i,T1CCL,~R FI_"P()~~ i'.,' ,," ,:T '~1LL
<br />DO ~<:'T 'J,.,'\R:.c,,' \"n ,-.r _:,,~,A..:'" \"1" ':'l~G'--~ODE..s
<br />CO\ ,y ""ITH Sf,' "E ','" cUC.~L ;~~:'-,,:', ' ," FOR
<br />. -~, ': y Rr~..,:-'~;''..,;'i)L-E
<br />C\JS", )MeR-' ,~PE "".-'''-," T' "-, ..ND..lL
<br />E.N::-.',,~:'~G CO\':-:_.L>',~c..c '""l~d ~, '
<br />GO\'ER~ME~1 AL ~"EG~T.A, T10,t;
<br />
<br /><0 t:.:;
<br />o 0
<br />~ to
<br />~ ~
<br /><0 <0
<br />XCOi'C\liO
<br />g~~~g
<br />
<br />O'd>~,~
<br />, <0 .... C\l i'
<br />c..~X~,?
<br />Z I- (") <. , 0
<br />....(f) U.OO
<br />2<liogco
<br />w O."J-
<br />;) - 0 ...
<br />~~-t<~
<br />'<t::J~Q;;:::
<br />>!IlCOa:O
<br /><c.?i'Oj::
<br />~~~ii~
<br />" 0
<br />:f e
<br />
<br />
<br />cri
<br />:::i
<br />
<br />.J
<br />UJ
<br />I-
<br />
<br />...J
<br /><(
<br />:)
<br />(f)Z
<br />:2 <(
<br />o~
<br />OZ
<br />O::~(f)
<br />(f)(f)UJ
<br />(f)W...J
<br />:sOcn
<br />C)~~
<br />060::C")
<br />...J:)Z
<br />>-f-O
<br />~gf=
<br />>0::0
<br />-f-UJ
<br />Z(f)(f)
<br />l:H ~
<br />0:::)
<br />OZ
<br />(f)~
<br />:)
<br />...J
<br /><(
<br />
<br />,j...
<br />W ~ ~
<br />. J-, N
<br />0.. -J ~
<br />;)N
<br /><I)....
<br />::i~li.
<br /><l)U<'~
<br />c:~~~~
<br />C:UJ>:<O<t>
<br /><l)~;3i~
<br />en g:I: eS:.
<br />'~5UJ<S
<br />W~O~e
<br />"':I:><
<br /><l)~:go..i:l:
<br />U UJ .... ~
<br />C:UJ.w
<br /><l)~~f-
<br />L.. iY ell
<br />3;$ 0
<br />(1J~O:
<br />;.JU
<br />/ /
<br />
<br />
<br />~
<br />1. 7r;;
<br />~'EA:~ ~9
<br />
<br />
<br />SHEET
<br />
<br />5
<br />
<br />OF
<br />
<br />6
<br />
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