|
<br />
<br />Table 3.2.1; Allowable Uptight Heights Screen, Vinyl and Glass Rooms
<br />Aluminum Alloy 6063 T-6
<br />
<br />Table 3,2.2: Allowable Upright Heights Screen. Vinyl and Glass Rooms
<br />Aluminum Alloy 6063 T-6
<br />
<br />
<br />rus<an
<br />Lone
<br />
<br />c-s:nsq.- f- L
<br />! ;,.i()
<br />I ~.1
<br />I 3-0:>
<br />I o-J
<br />I
<br />:
<br />I
<br />I
<br />I
<br />I
<br />
<br />I 120'MY,H, I
<br />AppTled Load
<br />~L i 25~~~,q.f-L I
<br />
<br />", I
<br />I (.J I
<br />I ~,:D I
<br />I b -0 I
<br />
<br />I ,'--/, i
<br />
<br />23 ~ I~q.
<br />d- 1
<br />O'J
<br />
<br />I 35
<br />I
<br />~.
<br />~~
<br />i 54
<br />r--------oo
<br />:-05::
<br />I 12
<br />'-73
<br />34
<br />'--gO
<br />
<br />, ...
<br />1-4
<br />
<br />I"~
<br />
<br />:)-ii
<br />
<br />:~
<br />
<br />I -J
<br />
<br />0.'1.1
<br />
<br />0.1
<br />
<br />") -.~
<br />
<br />, -oj
<br />
<br />I
<br />,
<br />~ -~ I :,.4 ;
<br />:z71'XiJ.iJ36' HOllow utrus.on
<br />
<br />I ~;f~~~' I
<br />
<br />APP~'=--- load
<br />125 ::'/::iq, cL i
<br />! ~ -oj
<br />I 3 1
<br />I 1-(
<br />I (.d.
<br />
<br />I
<br />
<br />,- ,'J
<br />
<br />~-,
<br />
<br />, -0
<br />
<br />o .~
<br />
<br />I
<br />I ~~~t~ [1un'1YH, I 110 MY,rl,
<br />
<br />i f-n ~ ISq, FL 23;; iSq, FL
<br />~3r-! 1D-J I 9'-4
<br />1'- -q:", ...._;-;;-" - 0-'
<br />!'lB'
<br />
<br />o-H;
<br />
<br />0..1
<br />
<br />:-s4
<br />
<br />I
<br />I
<br />! 1"':
<br />I "'..
<br />I .J
<br />i ",-11
<br />
<br />I
<br />I
<br />I
<br />2' J( ~
<br />
<br />~ -j'
<br />
<br />0-4
<br />
<br />/,'
<br />
<br />~~::
<br />
<br />~-J
<br />o-i'
<br />
<br />0'(
<br />0-4
<br />
<br />~~
<br />
<br />~-'"
<br />
<br />I'd
<br />34
<br />
<br />,,-ii
<br />
<br />"'-0
<br />
<br />0-'
<br />
<br />~ -.
<br />
<br />!-q:l
<br />
<br />"'-:>
<br />
<br />L~aoj
<br />WloL~
<br />
<br />I
<br />i10n1Y,H.
<br />
<br />~"
<br />..0
<br />4"
<br />43 .
<br />:;4
<br />
<br />! ~I~:: l.'Sq. ..1'..
<br />': ~ -"
<br />
<br />"- ,
<br />
<br />U"4
<br />" ,~
<br />
<br />Ir....~
<br />
<br />j - : 'J
<br />
<br />~-, :...
<br />
<br />~ _..~
<br />-j-~
<br />~~
<br />
<br />~'j
<br />
<br />0-4
<br />l .':U
<br />
<br />/,'",,)
<br />
<br />60'
<br />
<br />, -~
<br />
<br />00
<br />.2
<br />j7B
<br />i
<br />
<br />~..:.
<br />
<br />,-0:>
<br />
<br />( .,'
<br />
<br />o-j
<br />
<br />/'11
<br />
<br />",,11
<br />
<br />1-(
<br />
<br />0-0:>
<br />~ -J
<br />
<br />"',
<br />
<br />I"~
<br />
<br />0- I
<br />
<br />Load
<br />Widt!1
<br />
<br />125".'1YH,
<br />
<br />
<br />
<br />i
<br />1'102 ~~,? H,
<br />
<br />[,9::' /Sq, f-t.
<br />I
<br />I
<br />I
<br />
<br />35," '::iq, "l
<br />
<br />I
<br />i
<br />L---
<br />o.
<br />
<br />I q. r I ("
<br />
<br />lead
<br />'.'Vldth
<br />
<br />"0 ,f.
<br />
<br />i.J :t. I~~. I" l
<br />
<br />29 # I~~. f-l
<br />, -II
<br />
<br />42
<br />
<br />~-,
<br />
<br />. -~
<br />
<br />, .~
<br />~--:l
<br />
<br />, .,
<br />0.;'
<br />
<br />~-~
<br />
<br />0-:>
<br />
<br />:;. \J
<br />
<br />o.~
<br />;) - ~ i
<br />
<br />:;I. (
<br />
<br />v -,
<br />
<br />;-J
<br />
<br />'...;-:;
<br />
<br />, .,
<br />
<br />o -oj
<br />~ -,
<br />
<br />, - ,
<br />
<br />,-'-J
<br />
<br />~ -:J
<br />
<br />, . ,
<br />..-',.;
<br />
<br />20
<br />
<br />,\,.' _.~
<br />
<br />~ -.;.
<br />
<br />~.o
<br />
<br />" .( 4 .( .....:.. ;1')IIO','! c:.,'l;;:uslon
<br />
<br />I
<br />I
<br />I
<br />i
<br />I
<br />d -J I / -, I
<br />,.,.r--;---~-i
<br />, ---1
<br />I -~ I '" -0 ;
<br />':) .'j I ~- I
<br />o -~ I :;-j
<br />
<br />,"'-Ind ...Jne
<br />
<br />::J-..,j
<br />
<br />..:."")
<br />
<br />I
<br />1102 '~ " rl,
<br />
<br />,~, ! '~2: ~?~ i,
<br />AppH~ LcaO
<br />~i.. ../ q,rt
<br />
<br />oa
<br />
<br />q. r- I.J I q.
<br />...;.( ,~.~
<br />
<br />.:..,
<br />
<br />-~ \.J -
<br />"..
<br />"''0
<br />" -J
<br />" -~
<br />
<br />j. r
<br />
<br />. -J
<br />
<br />".~
<br />
<br />" " I
<br />". ,
<br />
<br />, -v
<br />
<br />, ..
<br />
<br />~oad
<br />'NIOth
<br />
<br />1': "
<br />I ..,.,..
<br />
<br />i.....;;. :::: C
<br />
<br />i'~~
<br />
<br />12SMY~.
<br />
<br />23;; i::iq. cl
<br />
<br />140 MY'~'
<br />
<br />35," ,::iq, ~;.
<br />
<br />~... .-:
<br />
<br />j -
<br />
<br />,/-':j
<br />
<br />:: .J
<br />
<br />./--,
<br />
<br />'0-"
<br />
<br />:~::
<br />
<br />:' .:::
<br />10' I I
<br />
<br />:' '~
<br />,.j
<br />
<br />:~ -,
<br />, -0
<br />
<br />,0
<br />
<br />r--o~
<br />I '.:.
<br />
<br />:_JJ_',':
<br />'.:. .-
<br />
<br />0",
<br />
<br />,,,).,,
<br />
<br />:,~"4
<br />-0
<br />
<br />, J - \
<br />'0:::.'
<br />
<br />.:."
<br />
<br />0-
<br />
<br />.;-,-
<br />
<br />, -0
<br />
<br />~ .-
<br />
<br />~-o:>
<br />
<br />:J -"u
<br />
<br />J't.
<br />
<br />II.,)
<br />
<br />"J
<br />
<br />, -.0
<br />
<br />) _1
<br />
<br />, "
<br />
<br />, '.
<br />'--,I
<br />
<br />'-J
<br />
<br />~.j
<br />
<br />1,:':"" ~4:':"'"
<br />
<br />;, ~, q c t. I "5 ~ ,~q c l
<br />I 1...-1
<br />~ -I j ; oJ - \ (
<br />
<br />:~ '1
<br />, -.
<br />
<br />: J ,1 I
<br />~ -...
<br />
<br />;;~
<br />
<br />i w-,
<br />-J
<br />
<br />: J-J
<br />1, .)
<br />
<br />
<br />S"::~e~~ :ar:e! ''''JIJl,~ "N" ':' SC,,,
<br />
<br />.....Si~; sc:e-er1 ;;anel '..,!,=:~ '''N' ,S~~ :'/;:IC3i ;ass ,-oom c.:3\~;ng.1. $e;:G: Jpngr:t ~ei;r.t '.~"1"
<br />:~':~:~e~ fr~m U:e ~a.x:;:"''-1~ :"',e\,;;:~ ;<c',vec t:~ ':'2C:". eX::""...sl':):-:
<br />Exam pie:
<br />
<br />1~v '~Y.rl,
<br />
<br />,,-",
<br />
<br />':-.:.,
<br />
<br />1'~'a:(:m~:-:"1 "H" t:)r 3 2" x 2" x:.J5-)'. f-':j,:N ::,xu"'rJslcn =
<br />
<br />j -,
<br />
<br />, -0:>
<br />
<br />I - ~, i...I
<br />
<br />1 '0
<br />I -J
<br />
<br />",.?
<br />
<br />o -~
<br />
<br />o ..~
<br />"'...
<br />
<br />o -..j
<br />
<br />Table 3,2.3:
<br />
<br />, j'.()"
<br />
<br />,;.' .s:.;. x 0_,,:-0 110110W E.-(tr'..Jslon
<br />
<br />Allowable Upright Heights Screen, Vinyl and Glass Rooms
<br />AI~mlnuril Alloy 5C53 i-Q
<br />
<br />:;-j
<br />
<br />\'Vlna {..One
<br />i '20 M.~.H.
<br />.Appllec loac
<br />I 2.6 ~ iSq. r- L
<br />;2-"
<br />, 1.J
<br />
<br />o -~
<br />
<br />0-0:>
<br />
<br />i
<br />I
<br />I
<br />i ;5"
<br />I 42"
<br />I 48"
<br />r----- 54"
<br />i 60"
<br />I ~~::
<br />
<br />i~:::
<br />I ;0
<br />
<br />;.:~:
<br />
<br />I~E
<br />
<br />I ~02 ~,;> CI,
<br />I
<br />~~"t.
<br />14.,,'
<br />13.(
<br />
<br />:;:I-I!
<br />
<br />Load
<br />Width
<br />
<br />'10 '~,;>,rl.
<br />
<br />~ -.
<br />
<br />:;-"
<br />
<br />2J = '~q, Ft.
<br />~ " . 1 1
<br />i 1 . i 1 ~
<br />i ~ - 2
<br />
<br />hJ-':I
<br />
<br />'" -4
<br />
<br />1i-(
<br />
<br />1:-./.'J
<br />
<br />9 .\ i
<br />. .,
<br />
<br />8a'\ ,
<br />,/
<br />
<br />11 -0
<br />
<br />l~''O:
<br />1 .1
<br />
<br />;::~:
<br />
<br />8-j ,-
<br />
<br />. 'oJ-v
<br />
<br />, -0:
<br />~ -~
<br />
<br />Load
<br />Width
<br />
<br />I
<br />I~?d,
<br />I
<br />r;97I~"l I
<br />
<br />I ~~~:
<br />
<br />1 '-.,)
<br />
<br />2J :,Sq,
<br />
<br />: ~,,:: ~:
<br />
<br />\".1
<br />
<br />~~::
<br />48
<br />
<br />Notes:
<br />
<br />Grass ,'<ooms The aceltlon of aluminum frameNlndc'NS Nlth glass panes that are
<br />oesi'gnec :e 110 MPH, wine loae requlfemenls to [,he aoeve wpnght Sizes Increases ',he
<br />strengt~ so that additional framing IS not reqUIred
<br />Screen Splines on )" Side, extrusion turned 'Mlh )" Side parallel to sole plate
<br />
<br />USing screen panei wloth 'W' (See tYPical glass room araw\ng ). select upnght reqUired
<br />from the maximum height allewed for eac!1 extrusion
<br />Example:
<br />
<br />Screen panel width "11-1" = 60":
<br />
<br />Maxlmu;o; "H" ~r a Z' x Z' x 0036" Hollew E,tn.;Slcn = ]",11"
<br />
<br />'251~.?,-t
<br />
<br />~ <ljJ ~~ ,? ,rl.
<br />
<br />29 = ,Sq, ,t.
<br />11.0
<br />10 -0
<br />~. "
<br />3 -,
<br />8.11
<br />
<br />:::~::
<br />'~~f
<br />
<br />:5;;. ISq, rL
<br />~ C-4
<br />
<br />".,
<br />
<br />3 .1 i
<br />;-,
<br />
<br />125 M.?H.
<br />
<br />,
<br />I
<br />I
<br />~.,;: I
<br />,4 I
<br />~~~ I
<br />0-0 I
<br />I
<br />I 130 M.?,H, I
<br />I 36" ,Sq, Ft. II
<br />: :~:.~: .
<br />I r-;
<br />I
<br />I
<br />I
<br />
<br />o'-v~
<br />
<br />29 Ii ISq, ~l.
<br />
<br />i~T
<br />
<br />NoteS
<br />Glass Rooms The addition of aluminum fram<! Windows With glass panes Ihat are desli.ned to 110
<br />M.?H. 'Hind load requirements to the above upn-gt1t SlzelJ inc-ea~e$lne strength so that avdition.31
<br />frammg 1$ not reqUIred.
<br />Us.n; screen panel wiClh ..."V (S?~ typl(,J~ ~i3SS room I1rJwmg ), S~I~1 '.1pngnt ;P.-<:'..IIf~ frofTI tt',e
<br />maXlml..m /"<el9ht JlIcwed (or eJcl"l e~:i...lSlon
<br />Sc:~"!n Sphnes on :)'" Side, eX(:"l..Siun tum~ 'Mlh )" Sld.e paralic-( to sale plate
<br />
<br />
<br />
<br />Table 9,3:
<br />
<br />-;;-.-
<br />
<br />Allowable Loads On Screws And Baits
<br />lAs Recommended By Manuf.clure"'i
<br />
<br />Self.Tapping and MaChin. Screws AJlowaule LOids fensil.
<br />Strengtn 55,000 p"': She.r "4.000 psi
<br />Metal to Metal
<br />- 'r -00u61<<-- r-PUlfOu('
<br />Shear Obs. St'1eaf -(Ibs., !b'S.
<br />
<br />I Screw Diameter
<br />I
<br />
<br />:~~
<br />
<br />41~
<br />" 0
<br />
<br />
<br />'~
<br />, . ~'.t.
<br />
<br />~~
<br />.,
<br />
<br />~:~
<br />
<br />".~
<br />
<br />::,
<br />
<br />;:
<br />
<br />~I
<br />o01.J
<br />
<br />)tIt)
<br />.....~
<br />
<br />1,";;:';
<br />1 :;00
<br />
<br />0,0
<br />:k;j
<br />
<br />Metal to ?!ywooa
<br />'12" 4 ply I 5/8" 4 ply
<br />--- I ----~_;,TI6ul-r---.I--p;:;,i-Oul
<br />Sc~ew Diameter Shear /lbs.) : ribs.) I Shear (Ibs,)! llbs.\
<br />.:.lj ~.:. ...... .,.) :;;1
<br />
<br />)14" 4 ply
<br />I Pull Oul
<br />Shear (lbs,} ! lib.,)
<br />
<br />;,;...
<br />
<br />:..1U
<br />_1Z
<br />~.s
<br />
<br />,l,,\;
<br />
<br />,~
<br />
<br />',.,:J
<br />.:1
<br />
<br />,0
<br />00
<br />
<br />'4. ,
<br />
<br />,"
<br />
<br />, ,1
<br />,,;.!
<br />
<br />,u
<br />
<br />~...~
<br />
<br />.~
<br />, '::;/
<br />
<br />,'-'~
<br />
<br />'N ood La g Sere w Loa ds
<br />USing Southern ?,ne S.G., 0.55 or Equivalent 1-1f, Thickness
<br />
<br />i- Sc,ew o=~:e~ is-:e:~I~b~ r i '~~~~~'~~~:~~
<br />
<br />~li~ If'.,) .:..;~ I. ..:'=-::
<br />-~"S""""""----z;t, I .;jj 'J(.': I
<br />~I:S ':;40 i ~ I I ,~ -:
<br />
<br />Concrete Screws And Bolts In Concrete, arick or C. ,'Jl. U.
<br />(crnbedment Must Be a Minimum ot 1.1/r Thickness With 1-1/4" From Edge I
<br />Z.OQ{;# l.,;:oncrete I J,OOU# wncrete
<br />Tension I TenSIon
<br />(lb..} Shear lib.,) Shea,
<br />i"J1 J' ~ ~k.:; .;..:io:::
<br />
<br />Screw Diameter
<br />1,4
<br />~ib
<br />Jo~
<br />
<br />, v:'i
<br />
<br />',,~
<br />11,':
<br />
<br />j:O
<br />1.::>'.J
<br />
<br />I
<br />I
<br />I
<br />I '-a I
<br />J( 0,044' hOllOW utfuSlon
<br />W,na Lone
<br />110 '-/1-" H. : 1~O ,',tr'.H. I 1~5 :i1-",rl,
<br />ApPlied l-oad
<br />,];; l::Jq. rt. ! .io:; ,Sq.,..t, i.'d;; ,Sq, rt I 36 :; ..~q. it.
<br />
<br />I
<br />~
<br />. ote S'
<br />G:ass ~ooms The ac::tlon of 3"....":1I,-,wm :,.a.i"e 'NtndC'N's Wlt~ giass oanes tha~ are
<br />~es'(~;ed ~o , ~O MPH .N'1n-j !oac -eQwlre~,e-:_:s iJ ',he aD'Jve ~pn~hi Sizes Increases It',e
<br />st:e."':;:."'! so :....:at aoj~lorlaj fr3tr'W1C; S ,....ot "e:::.J,:.:::a
<br />Sc~een SOW\i.::S ,:>r,)" slce. ex. trusi::;r". ~~;1"\e.j ,,~!t,,)" sld~ ~araliel ~o so:e pta:e
<br />
<br />i"J
<br />
<br />, '0
<br />'~.J
<br />
<br />Aluminum Rivets With Aluminum Mandrel'.
<br />-:-Tenslon I
<br />Screw Diameter' (Ibs.l I Shear
<br />,,~
<br />i~l ;0; .:?.,)
<br />
<br />.;J.!)
<br />
<br />",~2
<br />
<br />;1 =-
<br />
<br />i S<:r~w Diameter
<br />I 113
<br />~~
<br />jJ Ib
<br />
<br />Aluminum Rivets'Niti'l Aluminum Mancrel
<br />Ten slon
<br />(lbs.l
<br />
<br />.:...:.=-
<br />
<br />Sr,ear
<br />
<br />~i.J
<br />
<br />=
<br />
<br />':"":l
<br />
<br />SC;e-N ;-oes t""r'C"'....g.., t'NO slces of rr.e"!' :;.ef'S
<br />- All ~3rre\ ief'g:rs Celus \r:c....striaj Cl.l311ty Use ma(1uf2t~~:efS '1:'0 rar"';e:~ r:'1atCo'"'l. rC~aJ 'Nall \l"11CYJ'':!~S 01
<br />:Of1~ec::on :.Jse cran. To Secect sc:-e.\I U S r:'-te: Su.:lstlt'l.:~lon of Jl1crQ( spe-<:.'fJca\lons Iii Cfa-~Ir,;s
<br />
<br />Table 2.4:
<br />
<br />Wind Zone ::
<br />Applied Load =
<br />
<br />Ulstlng Slab on Grade
<br />WIth unknowr"l
<br />reinforcement
<br />
<br />ISOlated Footing
<br />DimensionS'".
<br />
<br />".()" , ".()" I ,'.()"
<br />"-4" I: "-4" .. ,'....l...
<br />"-6".. "-6".. ,'..s"
<br />"~" I "~" I 2''()'
<br />1'~" I ,'.a" I 2'.Q-
<br />2''()' I 2'.()" I Z''()'
<br />2'.()" I Z''()' I 2'.Q"
<br />2'.Q" I 2'.Q" I Z'.Q"
<br />2'-6" I 2'.Q" I J'.()-
<br />
<br />Footings, Maximum Roof Area for Car;lort Posts
<br />
<br />'02 MPH
<br />17 ",Sq, Fl
<br />
<br />"0 MPH
<br />20 IiISq, Fl
<br />
<br />120 MPH
<br />2J ,",Sq. Fl
<br />
<br />125MPH
<br />25 IiISq, Fl.
<br />
<br />
<br />
<br />20
<br />
<br />17
<br />
<br />\5
<br />
<br />Maximum Attnbutable Roof Area in Square Feet
<br />
<br />jQ
<br />
<br />26
<br />SO
<br />56
<br />102
<br />12i
<br />
<br />22
<br />
<br />59
<br />
<br />J3
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<br />i7
<br />
<br />Si
<br />
<br />
<br />a9
<br />
<br />',11
<br />\ 15
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<br />2('0
<br />
<br />132
<br />165
<br />230
<br />276
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<br />2-10
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<br />-'Notes:
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<br />
<br />20
<br />
<br />38
<br />
<br />5\
<br />
<br />78
<br />
<br />98
<br />\02
<br />\27
<br />177
<br />2' 2
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<br />13
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<br />32 ",Sq. Fl.
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<br />
<br />16
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<br />3 i
<br />
<br />4'
<br />54
<br />80
<br />83
<br />\03
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<br />~44
<br />172
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<br />Pre-Cast Block Footing
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<br />
<br />Malimum Annbutable Root Area in Square Feet
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