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<br />Table 1.10: Allowable Spans ForSuper Gutter and Self Mating Beam
<br />Screened Enclosure One Side/Solid Roof Other Side;
<br />Aluminum Alloy 606J T-5
<br />
<br />Seams ;,nd
<br />5" S'Jper Gut:ers
<br />
<br />i WS'creeii--r<ocTtre a m Spa n I
<br />hcr"J~1Y..o~If4"~~-7I,r..)~Gin)i1YZf,..-Ji
<br />: iITS'OTidKOOT'bi,am Span
<br />i~o-~I-!)':U~r--O" I 5'..)~~-Z)~""-'
<br />i 1:r:rfTr~":J11l"?;~11-4 ! '0..11 . 10:;1
<br />! 5 ~. i j 4 -0 i T?:::----fj-:;-;~~-;":_~;-~:-
<br />i ~':'~c:;~rT:-rl~ / .J ? ..~ . ~ - 1 ~J.--;--
<br />2~'-,~-:;-:r--~j:~c-~', ~~';-:~...~
<br />
<br />i
<br />i2""X~5C"7n-:!O"
<br />-~.. x 7' x O,O,:;~~O~
<br />-~xs......--o.OnxY~2~ '
<br />
<br />--:rrx-~~-S~wi:"XTI :4"
<br />'~X9" x O.S82" x O.:cgrr
<br />
<br />'S. ---~
<br />
<br />::D"
<br />
<br />:::'-6-
<br />
<br />2: ..3
<br />
<br />~. ~ .' "
<br />
<br />':..,
<br />
<br />2: '-6
<br />
<br />N8:.e:
<br />
<br />t .~~:;,: ': ;:;,,"'e, :s;-ea:e:.r 0,' ess t,~ai', ',':'.:" ~"en ,~e ',,'2 ::--e 0:;::; 83r::e :::tee," -::' ::-=3~ 3':3,""; 5."', a:: :-:~
<br />J=;'.S:"!C:/ :.-:e '2:::(:;f ...:- 2 x ;/2 ;t~e sc.,c'cor p3....e! s~a...: ;";ere"':e :e~.',ee'" :'"'e 2c:'..;a. a,"';: :C'.C'"
<br />~:--e a':,:L.:~t.J;",e~::o :~,e a~Jc:''''d:':C scree...., i:)cf ;::ar.e: .Ao"I::~ ~s 3:):::I,e: as 3 ;;' :..:5 :......e s,::; j rcot p~"'e: s a~;t~
<br />:....ai1 . G'.O" and rr.lro;..S f ~r,e SO(IC r:)of panei is sma:le~ ~~an ~:'.(r
<br />,=:;r S:::an cf "L- Sf 3ea~ ~...:se S:reen ,::arell/jl:t~ ."'/t' =~:':'T: ::-a,o.;lr,,;
<br />'-.::a:; 5;3:1 = ~,::: cf 3ce:e:'" 3ear." Ler;~~,. ~'2 ,:;~ SC!''J ?oc. S;:~r;
<br />
<br />Example:
<br />
<br />~4'_:'~ ::SG~ee~ ,::;,xf Sear: S:a.~: 2 = :::-:..
<br />'S"-:::- (Soi'd Q,:x;-i F?"'1Qi S::.3r-,'! ?:.: ,c:,....;:~
<br />-::':':~ 2":x: 6~ :( C 05\.,M , ') ~2~~ Se,t l.,Azt r,g 3e301 3i,':! ". .:::~;r G.J::er lt~a;(Ir.:~r:l 3'::3:1 =
<br />-:....e s:::i:~ reef ;..3:",ei 'N"J"t:i:5 ~2'-:"
<br />"':""....e a,::'....a::::'~ sc~e~n '':0.1 :::ai'e1N'C~r~ ,I'ti::.e (+) {2 x ~ '~~2' - ~:;":) = .. 2'
<br />
<br />,;2.;0 J
<br />
<br />"':"'0 see:~ :r,e ~e':'jire'::: SJ:e~ ~i...':ter arj :eam add 2' ... 1'2 ::-:e s::~ee:'i-ccf !:.ea~ ~::a:""t a,"':d ~ea:J tte
<br />S,-,::€:' ;:;~'~er an~ ::ea'1: arC.\'2t:::e beam s:ar,s ,'"1 :~at CD,'u,";":n ,lIe if :..-e sc~ee:1 ro-:;f :,eam s:::an ;s :,6'.C'~
<br />:;c:"; en:er :;,e ....;c:e :~Q';1 ~~.e ~c: u::cer ',:"e :::::::I'Jr7"in Iteace:: ::y {"2 x ,::S'j - 2'/ = 2:'.::w
<br />
<br />~
<br />
<br />Table 1..10: Allowable Spans ForSuperGutterand Self Mating Beam
<br />Screened Enclosure One Side/Solid Roof Other Side;
<br />Ai umi num Alloy S063 T-<;
<br />
<br />I 112S-creen'ROO~rn Span I
<br />floT~'I1Y-O' I 14'..0" ! 16-0" I ;~i2lf~~~n-l
<br />I 112SOil3"KOOT~~ I
<br />~"-!T~~..J~~'O 5 ~~~I5"'-Zi"i
<br />~2Xb~X-O:OSO xO.120 ~3"'-f1n7J'~2! ~1..;' 11-4 I 1G"1~~T1:)":7!
<br />2" xl' ;( 0,055" x G,120" ~5..i' ; :4.'j ~:--:-n-~ ~~'.11 I '2.6 17i--:
<br />:2"x8"x_O.a72"xo~ ~'~.~,. ~ il-,j 0'0 I ',o.j ~-r:i:
<br />'~~'"X-~.6r~Ttxlur4-'r--~T.~-Ti:-.I= -:; ~r:1~"F~~~,,--i
<br />'--~"X9~[""6b~:T~-.m1"T---~~-~:J~""'-----=-:;_:~T-~-~~:a . ,,,_.. :~. '
<br />
<br />SeamsAnd
<br />5" Super GJtters
<br />
<br />Note:
<br />
<br />f ;"'e 5::':: :,:;,"'e ':, ;~eater O. :ess :,"',a1 '; J .J". ~~e:", :r,e ~,'2 ~;--,e ai:Owacie SC;~e1 r2cf ::ea,"", S;:-Qr, ::.:13,1 be
<br />3::'...:ste::::1 ',i'3 'a,:',:'-~ cf .'.2 x ~.::: (:re S;')".:: 'GJf ;;a...e! s;::aii o:re'e:',ce :e~^ee" :~e 2';':'~'3, dr,:: 'C'.O"j
<br />~re aJ.~s:.-re:--,: ~: ~re a::CNac,e sc-een :ccf ;-ar,el ....'c:h :s acpi;ec as a ~I,.S f :.':e S:,':j ::ot ~~re!s larger
<br />tran '1 C1'.D~ ar~o mln'..JS If the SO!le reof ,::ar,el ,s smaHer tr,an j C'-':"
<br />=:;r Sc,a",: of ":..' C~ ~~am i.,.;se Sc;een Par,ei V""IC~'"1 "',V' F':n, S~a^,':"g
<br />L:aJ S~,a1 = ~2 ::f Sc,"eer Seam :"eng~h . 1/2 cf SQjla ;;':>c,f S;an
<br />Example:
<br />~':'"O" :S:~ee-l"', ~'JCf =ear;i S~31) '2 = :2'..c"
<br />.(.'.2'" ,:S811'"' ;::::('~ :::a",,.,,J SC":'lf) 2:-:: 5'--:~
<br />
<br />,=')' 2" ,( s~ x C ,]s:r ;t C,I ,2: Se:~ Va:;,,:g 3ea:-r'! an:: 4'. S..:J€. C.;::-=~ ',~2X,~'..;:i", '3C2;n =
<br />
<br />~~1
<br />
<br />-"e sc-!:c --cof :a;-ei....:c:h ,:,", .2'.0",
<br />
<br />-"',e ai::;'.-'.a::e sc"e-e'" ":'Of :are!N1ct"1....,i! C~ (010) {2 x u2 '2'. iC",} = ... 2'
<br />
<br />--: se;e:-~ ~"-e ,e:::..;"e<:: S",'c,e~ Gu:'ter 3r,c' :ear:"', , a::d 2' tJ i '2 :;"',e s.:~ee", :OC7 :ea,~ s~ar; a"'c ~23:: :..~
<br />S\.:cer G,-<:-:er ar~ ::.~a"T', a:;:Na:::,:e bea...... saa:'"',s If"\ ~ha: CC:<JT'il 'I e :f tre sc:ee"l 'cor:ear: 523", 5 ...;::: -'~'
<br />
<br />:re..... €::",er ~;,e :a: e :~0i:"1 Ire ::-J wn-jer :r,e ,:,oiL.,::T:1 '''iea:es:y i:~'2 x ;35';,.2';' = :C'.J"
<br />
<br />Table 1,11
<br />
<br />g FaStening Schedule
<br />
<br />j~umcer:.f =10 x 3/4 5"1,~,~e~u,reo
<br />:>a;o,"iQIS \r<.) ,nt~r~.ec,a:e ::.')"'~~r ;:::C~
<br />
<br />Maxl;;"I',Jm
<br />
<br />-C:c;no?r~cst
<br />
<br />-~ a:e :,:.
<br />So:e Pi3::e
<br />
<br />\\'all "'iid:~ = @ Top
<br />-'1t,~
<br />
<br />per Er,d
<br />
<br />i ?O~1 @ C~a ir Ra
<br />
<br />@ 3o':"::J'iI
<br />
<br />-----TC"'":3"
<br />---aO-=C-"
<br />oC' .-:J'
<br />6;' ..J'
<br />
<br />i
<br />L----,
<br />:r--,
<br />
<br />',''sf..r''',jr-, =';:.,-: ,',a
<br />
<br />- ':",-"" =
<br />--:I'"
<br />
<br />:"':se F'c";~ /"2/
<br />
<br />:.....er; :e:e;~,:r,:;l; ".''';r.',~-e: Sl S ,'A S ,;,:~ ";""~e S':e ,\a;! K-3rac,n;
<br />
<br />...se S::::? ".-a 1
<br />
<br />:.......::" ::'~'---::r::,; \:..;;-:-e: ':/ S I,' S =:r --e ='c;~: ,:',:,,:,':~ ::ac~', \\'3"
<br />
<br />:-<-=~2::~;
<br />
<br />Table 9,3:
<br />
<br />Allowable Loads On Screws And Bolts
<br />(As Recommended By Manufl:cture-rs)
<br />
<br />Self.Tapping and Machine Screws Allowable Loads Tens.de
<br />Strength 55.000 p", Sh.., 24.000 p5<
<br />~ITOM'"tal
<br />
<br />---- -'-.-----r
<br />I ! ; Double
<br />Screw Diameter I Shear (ibs.) : She~r '(Ibs.) I
<br />~::.S'~-:~--;Yjo
<br />i-~U-~-:r':-;-r-~'"3:'3
<br />
<br />Pull Oct
<br />(:bsl I
<br />:~,......---,
<br />---I
<br />.:',/;:j I
<br />~17------S7:j-~.----r-~T-----;-- :E3~1
<br />
<br />-.,.
<br />;~J
<br />
<br />~ 4':)0
<br />
<br />,)<';-1
<br />~
<br />
<br />,:":'..
<br />
<br />~-s:-ro--~~--:-:'-:;-~'-:::~
<br />
<br />-"1:8
<br />
<br />~.;:. '
<br />
<br />~.1et3TfOF Iyw 0 od
<br />s. 3" 4 pi;
<br />
<br />~ i 2 .
<br />
<br />~ ;:.1/
<br />
<br />~~:: Out
<br />"bs )
<br />~-o
<br />
<br />:,
<br />
<br />-~----------'-P~i-I-6~'(--~--
<br />
<br />Scr€w [>ar~-(.'(er
<br />-~
<br />~~C
<br />
<br />Shear !it's.)
<br />"~'3
<br />
<br />Sht'M !Ibs I
<br />
<br />(!bS,)
<br />
<br />~'.j
<br />
<br />:~ ~ -7~------'-:: ~
<br />:-~~------.:~-------;-::----- '4,
<br />
<br />,~.(.,Od La; Sc~ew ~Ci!CS
<br />L..Js.;ng $cwtr't.:rn ?Ir:e -:. G" 0,:-5 cr ~:J'J:vaier,t ~,':2'. '7"1": c"nes.s
<br />
<br />Screw. D.iarr:e'er Stear (IOS )
<br />
<br />- "CO~!-;-- - \V!thjra-..:;aJ~
<br />Sr,e~~:jts,l (~~~.) _
<br />
<br />-..-,-----,
<br />cO::" I
<br />
<br />-0;1,
<br />
<br />-~
<br />..l,O
<br />
<br />Concrete Sc~e'...s ;",..,d 6c:ts In Ccncr~:e. Snck or C,.\'t~.
<br />(Er::t,ejment '.~L.i~ 2e a l,~lnlmu;:1:1f ~,','2" Tr.I':.)l;;rE-s.s\'lit~ ~,~,-1" From ECGe)
<br />
<br />---7:'"C,:-= '_cr:crete
<br />
<br />J':~:;-.~:Jn:::.re~e-
<br />
<br />~---~-~
<br />7enslcn
<br />
<br />Te:;s;c:1
<br />
<br />Scr~'H D:ar:";e~er
<br />~.:
<br />
<br />S~edr
<br />
<br />{:~s )
<br />
<br />$r:ea r
<br />,,;,,',:1
<br />
<br />('OS)
<br />
<br />~-~o--~,,":;,
<br />;-r~~..'J
<br />
<br />, -;4
<br />
<br />c:::'c
<br />
<br />::: Ie
<br />
<br />~::-:~
<br />
<br />~~
<br />
<br />:"!I,.;TT.i:iW.'"T'l R;'t'e~ ....'~h ~I'~:-ntnwm 't'1ar_J:re-lu
<br />
<br />Te"'slcn
<br />(Ibs ,j
<br />
<br />See'"" ~>ame~er
<br />1/8
<br />:--31!'2--
<br />:-~,---:-".
<br />
<br />Shear
<br />'0
<br />
<br />-=~-o
<br />
<br />AlufT,inum Rive'.s '.....,th A1L;:'Tlin'.Jm l~a[iCrej
<br />TenstO;:;-------
<br />
<br />S:.~ew :'idrre:er
<br />
<br />(':5.)
<br />
<br />Sr,ear
<br />
<br />~"
<br />1,0
<br />
<br />:;" ,)4
<br />--"JI~5
<br />
<br />!
<br />i L..
<br />
<br />Sc"e'..., go.es :r"C"1~' :.....0 5,::es 01 :"'"'e-:;e--s
<br />
<br />:,4" .1 ply
<br />
<br />S~ear JibS.)
<br />.:4
<br />
<br />Puil Cut
<br />(Its)
<br />;1
<br />
<br />rr-~~:
<br />
<br />~~~~
<br />I
<br />
<br />... AJ1 ~a""'e! 'e"';::-:; C:el:"'5 ,"':::'_s:"'a' -=>_3"'" '...5e ''''':3''..;:a:',.:re'-s ;"~ ra"';e '0 rr:a::..... 'c:a: ....a< ~.,'ci<.ress cf
<br />("o~....,ec::on I...'se (;;-:i...., ....c S-ee:~ sc:e,.... ..; S r-\'e~ 5:"'::S:;':..;'01'\ (;J: a-;r:,...,or spec:f,:.a:ons ,Ii :~::!''''''';5
<br />
<br />
<br /> -1
<br /> <
<br /> ::J
<br /> Z (/)
<br />U) < Ll...
<br />I'
<br />Q:: ~ rr
<br />:J 2 <
<br />>- ,~ f-
<br />u
<br />U u' ''''
<br />~ ~, Z
<br />Q:: C 0
<br />(n (/) f-
<br />W W u
<br />:2 Q:: L.;
<br />:J (/)
<br />< . ,
<br />Q:: U C
<br />~ ::J Z
<br />~ r" <
<br />:J
<br />Z (/) z
<br />:2 :2 0
<br />......., ::J f=
<br />~ z u
<br /><: 2: w
<br /> ......., (/)
<br /> ~
<br /> <:
<br />
<br />LU <:
<br />~
<br />0_ , "
<br /> ~ .~
<br />......., ;!,.
<br />.......,
<br />(j) <' ~
<br /> .,.
<br />C <: 3 ....
<br />r.: ~ >- ~
<br />Q) 0 :3 ~
<br />aJ ~ .,
<br /> ;:; c.
<br />W ~ z
<br />VI 9
<br /> '" 5:
<br /> ..:> "'
<br /> '"
<br /> .,. i.U
<br /> )( ~
<br /> g
<br /> 0
<br /> ~
<br />
<br />SbEET
<br />
<br />10
<br />
<br />OF
<br />
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