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<br />Table 3,1,1:
<br />
<br />Allowable Beam Spans, Hollow Extrusions for Screen
<br />and lor Viny I [Open] Rooms with Solid Roofs
<br />Aluminum Alloy 606J ToO
<br />
<br />
<br />amp e:
<br />
<br />For 2" x 2" x 0 044" Ex1rus!on beam span IS distance between uprights: to enter table roof panel pre,ection
<br />of 14'-0" find load width,
<br />L,W, = 14'/2 + 2' Q,H, = 9' E 'ier table en ,eft under load wldtn Lead Width = 9'-0" Read span under
<br />appropnate load,
<br />LI..e Lead @ 17 # I Sq,Ft /102 MPH Load Beam Span = r--5'-G"
<br />Note:
<br />
<br />Glass Rooms The addition ef aluminum frame Windows W1\h glass panes that are designed to 110'AP,H
<br />WInd load requirements to the above uprlgnt sizes increases the strength so that additional framing IS :"'ot
<br />requlfed, Tables assume extn;s!on onen'ed wltn longer extrusion dimenSion parallel to applied load
<br />
<br />;\LL TECH~iC\L ,">5LsrA~CE MA 1~?i^LS ARlo_
<br />PRO\A,D .AS,LS', ,'.>;D iZOYAL f,L,-,MNGM
<br />DlSCl...,i,',lS ML W.A.i,R.~>;TiES, EX?RE55ED OR
<br />IM.'l.,,:~::-'" f!';CLUDiNG BUT ~OT Li'~HTED TO. ALL
<br />\1,' ,&.. .R....~<T ;i:.r\ :')F ME ~~C)-; ,i>..:",'"i' ,~,~;;,] fY C,R F1Th'ESS
<br />FOK ,A, P'",,'~V,l., A" ~L:K?OSF. ROY",:, AU;M[NGM
<br />DO: >:c!'r \~:':~':;'.:l, '<1' T}':,o.T A~";"Y ';::.UDUCT \,(-lLL
<br />CCW, L Y;('lTH ST'. :'E OR lOCAL 3 ',I,:::<>;G CODES
<br />CG$', Y"':~R.I ME SC,.l.L'i ?,ESf::'~';!BLE FOR
<br />ENSV'-l."~G CO;(~t'LL'!"', CE WITH .A.~,,( AND ,A,LL
<br />GO\'ER.'iME'\;T n REG ut,~ T!O'iS
<br />
<br />Table 3,1,2:
<br />
<br />Allowable Beam Spans. Hollow Extrusions for Screen
<br />and I or Vinyl [Open] Rooms with Solid Roofs
<br />Aluminum Alloy 606J ToO
<br />
<br /> Wind lone
<br /> 102 Mr'H I 110 MPH I 1~r'H 12n.'lPH t40 MPH
<br /> 1nrrS'q.Fl I 20 III Sq, Fl Applied Load
<br /> I 2JIII Sq, Fl io ~ I ;,q, I"l J2 # I Sq, Fl
<br /> Load mom J' x 2" X 0,050'
<br /> 5' 9'.5" 6'''''' I 8'.1" 1-(' 0.1D"
<br /> 6 ~'-I ,.,,- I (-4' tH,. I o-J"
<br /> T ('." ,--4" I - 0-l1T 6'-0" ~.."
<br /> IF 7.~' 6'.10' I -6'-5'" 6'-{J' ~-~
<br /> 9' 1'-0" o.~ I 0-0" o.~" ~.l'
<br />I 10' 6'-8' 0.1 I " 5'.9" 0-4" 4.11)"
<br /> l' 6'-4 ~.l()- I 5'-5'" ~.," 4"
<br /> , 2' 6'.' 0-' I ~'-3" 4.11' 4-~
<br /> Load I'Vlotn J" x 2' x 0,010
<br /> 5. 10',' I .'-4' I 8'-8" ~.i' ,-4"
<br /> 6 9'-3 I ~., I ,.11 1-<>.. 0.9"
<br /> T 6'.7" I 1'.11' I 7'-4" 0.11 0-3"
<br /> 8' {',,, ,-4 I 6'.11" 0-<> ~'.ID"
<br /> 9 r"3 6',11" I 6'.{)" 0.1 ~-<>
<br /> to' {'.2' 6'.1 I 6'-2" ~.'" I ~.3"
<br /> '" 6',10' 5'.J" I ~"10" 5'.{)" I 4'.' I'
<br /> -..- ~ .,. -- -~- ---:7Z;" I '" ....- ~ I ,j.g"
<br /> ,. ,., I
<br /> ~oad"Wldth i" x J" X U,U~IJ
<br /> S- "-1 I 10'-3" I '0-7" 8',"" ~'.I"
<br /> S' 1O'-L" ~-4 I 6'Y 6'-2" '.:0
<br /> 7' ~'-~" 8'-8" I !r.l' {'.r 6.1()"
<br /> 8' 8'.9" 8', I 7.7" (.1' 0'0'
<br /> 9' 8'.3" l-<j". I ,." o-<l o'.{J'
<br /> 10' r,1()' (-3" I 6-.' 6'.4' i o.g-
<br />I " 1-'0 6'.1 I' I 5'-5'" 6'." I 0.,
<br /> 12' r.L' 6'.1 I o'-T ~',I(),' 0.3"
<br /> ToiCf \'VIom ex 4' X 0,000
<br /> 5' I lJ'-9" I 12'-8" I " 1'.10" 11.1 10'.IJ"
<br /> 6' 17-7" 11.7" I 10'.9" Hl-~ I 9'-2"
<br /> T ".T Ill""" I 9"11" ~.~ I 8'.,
<br /> 8' 10' .W' l()'-',T I g'-4' ~.~' ,.11
<br /> 9' 10'.3" .'-~. I 8'.1D" ~-J I '-'0
<br />I '0' 9'.9' 8'., l' I 6'-4" .IU "I"
<br />I 1" 9-3" 8'., I T-l1 T-G' 6'-9"
<br />I 12' 6.\()' 8-2" I r",," 7'-Z' I 6'.{)"
<br />
<br />Note:
<br />
<br />Glass Rooms: The additIon of aluminum frame wlndowsNM glass panes that are deSigned \0 110 'A,P"H,
<br />Wind load requirements to the above upright sizes Increases t~e strength so that additional framing is not
<br />requ ired,
<br />
<br />Table 3.1,3: Allowable Spans For CARRIER Beams in a Solid Roof, ENCLOSED Structures
<br />102 MPH Wind Zone, Applied L.:ad = 291bslsqft Aluminum Alloy 6063 T~, Fb = 15,000 psi
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