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<br />Table 3,2.1: Allowable Upright Heights Screen, Vinyl and Glass Rooms
<br />Aluminum Alloy 6063 T-6
<br />
<br />Ta ble 3,2,2: Allowable U prig ht Heights Screen, Viny I and Glass Rooms
<br />Aluminum Alloy 6063 T-G
<br />
<br />
<br /> ~ x ~ X V,VJ~ allOW utruSlon
<br /> VYlno .:.one
<br /> Load r--wIMV n, I IV IV', ,H, I 120 MY.H. I~::> Ivu".n. I l"V M,,,,,n,
<br /> Width AppfleO Loa 0
<br /> '" OJ,;,q, r ~j ,. I::>q, rL 26 # i:Sq. ct 29 # l:sq, H 36#/:Sq,rt
<br /> jtl ;;-'U 0-11 5-~ (-1 l' I.~
<br /> ,,~ ;;-, O-j (-;;' (-::> \,~
<br /> 4ll' 0-<> I -~ I.j I> -11 I>-~
<br /> ::>" O-<J 1-4 l>-lU 1>-<> :)-lV
<br /> OV 1./ I> -11 1>-<> c." ::>.
<br /> co I-j 1>.1 S'.j' :)-11 :).~
<br /> (,t. 1>-11 1>-4 ~.1 ~~ :),1
<br />~70 I>~ I C-I I :).;; I :) -~ 4 -IV
<br />>--- I ~.o I :) .~ 4-0
<br /> 04 0':) :). IV
<br /> -Sv o .j I :)'0 :) .4 I :)-<J "'"
<br /> ~ x ,,' x rr:-OJ6- HOllOW uuuSlon
<br /> wino LOne
<br /> Load llJ" 1VI."',n. I IIV M.""n. '''U IVI,"',H. I 1"::> 1VI.t',H. 'l'W"1VI.t',H.
<br /> Width App leo Loao
<br /> '" ..I;,q, -l- I "j" I::>q, rL 26 # ISq, F-l "'1" I::>q, rL I 3b" l.:lq, r~
<br />~'i 'U-j'" I ;;-4 8"-9' 5'-j I -:)
<br />;;~~: ~:.r: 51 I;r--t- --~..=j
<br />8.1 -, ('.( 1.,[ 1:)-:)
<br /> ::>4 0-4 /'1 I.~ I> ., 1>"
<br />~~ I-II -~ 1>';; 1>-:) :).;;
<br /> bb" I-I I> -11 S".., 0-1 ::>-<>
<br /> , " I',j c.1 .,~", ~-w ~.j
<br />I 10 0- , 0-<0 :)- I :),0 :)'1
<br />~~: 0-0 0- , :) -, I :).:) 4-1
<br />0--:> I :)-11 ~-o I :)-j 4 .~
<br />I 2"' x 2" X IJ.044' OIlOW utruSlon
<br />I Load f-,02 M.P.H. VY I no LOne
<br />I 110 M. ,H, I 1LU M.,r. 1L::> M,"',H. 1jU IVI."',M,
<br />i Width Applleo Loao
<br />~" 1'~_I.:lq, '1:. I "J OJ {.:lq, rl:. I "b" /::>q. rL ,,;;,. I::>q. ct 36 # I::>q, rt.
<br /> J~ ,." IU'" ! ,./ i ' ., 0,,,
<br /> 4~ ,0 -4 I ;;'0 I o-,u I 0-0 1-<>
<br />i 4<1 ;;-0 0-IV 8'.j '-IU I-I
<br />I 54 . ,,-~ 0-4 I.W -0 0-0
<br />IOU 0-0' I . '"~ , -0 '-<J 0-4
<br />'--b6 ::> -j {-o {-1 I 0'0 o~u
<br /> i" {-II (-" c-' I c-;) :)-;;
<br /> 10' (-I I 0-11 c-<> c-" ;)-<>
<br /> 04 /-4 0-0 o-j :) -11 ;)-4
<br /> 90' I-I I 0-:) c- ;)., :)."
<br /> " x ~ x ([l)55" OIIOW btruSlon
<br /> winO LOne
<br /> Load -'0" M."',n, IIV M,,,,,n. lLU IVI."',H. I 1"::> 1VI.t',H. ''''' ",, ,n.
<br /> Width Applleo LOaO
<br /> 1;;" I::>q, rt. "j ,. I:>q. rt "c ,. I:>q, -t I ~'1" I:>q, rt jb" I:>q, rL
<br /> 36' l~-j 11 -I IV-;) ;;- 1 0-11
<br /> 4'" 1-4 IU-j 9'~" ~ ." O-J
<br /> 4ll IV- ,.-{ 9-1 5.1 l-'j
<br /> :)4 ;;-11 ~-I 0-<> 5.1 / .j
<br /> oU ~-<> I 0.1 0- I 1-0 c .11
<br /> 00 ;;""' I o.~ (-;; I 1-4 0.1
<br /> , ,," o-'j I -lV I,;) 0-11 O-j
<br /> 70' 0-4 1.1 0." o-u
<br /> 04" 1.11 ( -j o-lU" 0-0 :) 'IV
<br /> ~ I,;; I-<J 1:).( o 'j ;).
<br />
<br />Lead
<br />Wioth
<br />
<br />Lead
<br />Width
<br />
<br />Glass Rooms The addItion of alumInum f:-ama windOWS WIth glass Danes tha1 are
<br />des'gned 10 110 M,PH, Wind load requlfemen:s 10 Lee aixlve "pcight s,zes Increases lhe
<br />strength so that aodrtlonal framtt1g 's not requ;reo
<br />Screen Splines en 3" Side extrusion Icrneo With 3" Side parallel tc sole plate
<br />
<br />USing screen panel wloth 'W' (See ~plcalg,ass room draWing,), select upright height ,,"
<br />required from Lie maximum heIgh: al;owed fOf e2c.'1 extrusion
<br />Example:
<br />Screen panal "'loth "W" = 50":
<br />MaXimum "H" for a 2" x 2- x 0050" HOliC... ExtruSion = 13'-0"
<br />
<br />Table 3,2.3:
<br />
<br />Allowable Upright Heights Screen, Vinyl and Glass Rooms
<br />Af'lminum Alloy 6063 T-6
<br />
<br />3" x 2" x 0,050
<br />
<br />
<br />I- Load
<br />I Width
<br />
<br />Notes:
<br />
<br />Glass Rooms The addition of aluminum frame Windows With glass panes that are
<br />deSigned 10 110M P H, Wind load requrrements to the above uprrght sizes Increases the
<br />strength so that additional framing IS not required
<br />Screen Splines on 3" Side, ex\rtJslon t'Jmed 'Mth 3" Side parallel to soie plate
<br />
<br />USing screen panel Width 'W' (See tYPical glass room draWing ), select uprrght required
<br />from the maximum height allowed for each extruSion
<br />Example:
<br />
<br />Screen panel width 'W' = 60",
<br />
<br />Maximum "H" br a r x 2" x 0036" Hollow ExtrJSlon = 7'.1'"
<br />
<br />NOles
<br />Glass Rooms, The addition ef aluminum frame Windows With glass panes thaI are deSigned to 110
<br />M,P H, wino lead reqUIrements 10 Ihe above upnght sizes Increases the strength so that additional
<br />frammg is not required
<br />USing screen panel wldlh"'N' (See typical ~Iass room drawing) select upnght reQ"lfed from Ihe
<br />maXJmum heIght allowed for e3ch eX1i\.JSJon
<br />Screen Splines on 3" Side ext,,"sIon lumt"'J "'lh 3" SIde parallel 10 sote plale
<br />
<br />Table 9,3: Allowable Loads On Screws And Bolls
<br />IAs Recommended By Manuf.cture~
<br />
<br />Self.Tapping and Machine Screws AJlowable Lo~ds fensile
<br />Strengtt'l 55,000 p": She.r 24,000 psi
<br />Metal to Metal
<br />
<br />Screw Diameter Shear {lbs.
<br />
<br />
<br />II'!
<br />
<br />~
<br />
<br />
<br />1/2" 4 ply
<br />-- -. --., '--Pulfo<il
<br />Screw Diameter Shear (Ibs,) ! (lbs,1
<br />
<br />;~
<br />
<br />~~
<br />
<br />~~
<br />
<br />~
<br />
<br />~~:
<br />
<br />1~;
<br />
<br />Wood Lag Screw Loads
<br />Using Southern Pine S,G" 0,55 or Equivalent ','/2" Thickness
<br />Ej-r---- - .1- Double Withdrawai'
<br />S(;rew,?~ametef' : She~~dlbs.t. Shea~ IbS.. lbs.
<br />
<br />-sw--:---z;t II j~; ~
<br />I JI~ I L4<.l " >:00 ~ 1
<br />
<br />Conerete Screws And Solts In Concrete, Brick or C,M,U.
<br />(Embedment Must Be a Minimum of '.112" Thickness With 1.114" From Edge)
<br />r---2.000lt [;Onerete I :r, ncre e
<br />Tension
<br />S<:rew Diameter Ibs. Shear Shear
<br />J. ='
<br />
<br />V I !jl
<br />
<br />
<br />:lIO
<br />
<br />, 44:)
<br />
<br />
<br />Aluminum Rivets with Aluminum Mandrel....
<br />,TenSion
<br />Screw Diameter (Ibs,)
<br />I ·
<br />
<br />~
<br />
<br />I !;:Sf
<br />
<br />SCre-N goes t!lrC\Jgh two Sides of fTlell':.ers
<br />.... All Car~ej lengths Celus IndustnaJ Quality Use manufacturefs gr'p range to ma~ch total wall thIckness of
<br />connectIon Use cn3rt To SeieC1 sc;ew U S, nvet subSlJtutlOn of ancnOr speclficatJons \n draWIngs
<br />
<br />Table 2,4:
<br />
<br />Footings. Maximum Roof Area for Carport Posts
<br />
<br />Wind lone =
<br />Applied Load =
<br />
<br />
<br />Existing Slab on Grade
<br />with unknown
<br />reinforcement
<br />
<br />Isolated Footing
<br />DimensionS-.
<br />
<br /> Maximum Attributable Rool Area in Square Feet
<br />30 25 22 20 16
<br />59 SO 43 38 31
<br />77 66 57 51 41
<br />120 '02 89 78 54
<br />lSO ,27 ", 98 80
<br />155 ,32 115 102 83
<br />194 165 '43 127 103
<br />270 230 200 '77 144
<br />3:24 276 240 212 172
<br />
<br />1'-0" x "-0" )( 1'<)"
<br />1'4" I "4" X 1'--1"
<br />"-6" I 1'-6" )( 1'-6"
<br />"-8" )( "-S")( 2'<)"
<br />"-8" x 1'-8" X 2'-6"
<br />2'-0" )( 2'-0" x 2'-0"
<br />2'-0" x 2'-0" x 2'-6"
<br />2'-6" x 2'-6" I 2'-6"
<br />2' -6" x 2' -6" )( J' <)"
<br />"Notes:
<br />ISO'ated Footing 's a poured ConCrele ,€Ctang'J1a1 sohd (Length x W,oth x De-pthl
<br />Slab on Qrade must be neoN or In 900<:1 condition
<br />
<br />Pre-Cast Block Footing
<br />
<br />Pre-eaSl footing blOC>' ( 15" x ; 5"
<br />to rade
<br />DImenSIons
<br />"--I" x "4" x 2'~"
<br />
<br />x 4" I at 24" beocw grade With BO . bag pre.m,x concrete and backfilled
<br />
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