|
<br />Column Capac',ties Supporting Conventional Construction
<br />Aluminum Posts
<br />2" :( ::'. .( ,),044" :-1oilc-N =-.... tn.J$.o'on . Alurr: inum Alloy S06J i-6
<br />
<br />Table 4.1,1:
<br />
<br />'A~:J 1m urn"
<br />
<br />'~Jx. :num
<br />
<br />Allc"NJole Roof ~""~J .,
<br />SQ......a...~ ~eet (or/anous :..:a~s on ?')~1:
<br />
<br />~elgnt
<br />
<br />_,)J:: 1 ,-J5..
<br />
<br />:-,;
<br />
<br />-;
<br />
<br />-.. ~~...,' '':' :.'1 =:;:(~1...;~C::. ~IU:"":I(':";,-:"i :"1
<br />
<br />~ ,-=- - ~
<br />
<br />Viaxlmum
<br />
<br />':':.c.va:,e =CCi .:.~'=':. 1
<br />
<br />L::ac1L:;s.
<br />
<br />~:...:r,? =~'.:'t ,~, ,'3ro:...:: _:::::;"'1 =':st
<br />
<br />_ "';":l
<br />
<br />.'
<br />
<br />" ;( ;:.. t. 'J,:TO" ----:;, C',.., ~ t."'..;$.i.C'" . ':"(:...;;"" i",I.J:,:,\ ~:~c,' ~'..".:. ~
<br />
<br />Maximum
<br />
<br />'~a x' ,., '..HT'r
<br />
<br />AI:owao;e ':;;oof Area 'n
<br />
<br />....~ ',;r,t
<br />
<br />_::ac: " ~:s.
<br />
<br />5:uare =~~t 'or /anous _::;3':5 on ?'Jst
<br />
<br />:. .~
<br />
<br />0,
<br />
<br />_ ::0
<br />:':~
<br />
<br />-0:>
<br />
<br />00
<br />
<br />.'
<br />
<br />j -~-; oJ ']40" ~::l~::,)~'l"'er;'. ~I'..;~~nur;, ;"iiC'f J~:-,5 ~.~4
<br />
<br />''''axlmu.'n
<br />
<br />l~ax.I~U~
<br />
<br />Ailc'Nac,e ~oo( Arel "
<br />
<br />Square ;:'eet (or '/anous :...::a~s on ,~':st
<br />..;.~
<br />
<br />:-i~lg:it
<br />
<br />!-/i3 G n L..:s.
<br />
<br />, ."
<br />
<br />_.: ::t
<br />
<br />..'"'i.
<br />
<br />~
<br />
<br />J" '( J";( J.C50" ,~::::I::::;:;'1e~ - ~1'..J,~I""Ui"1 :",:e,y :~:5 ......~.:
<br />
<br />,l~aJ:.lm'..im
<br />
<br />\~a l: r.': :",1.'"':1
<br />
<br />AtlCNa=le ~oof ,':"~e3 "
<br />
<br />"""-:!;::t
<br />
<br />~::'..Jare =~e! (;Jr iano:.JS _::;-:5:)t1 :;)::51
<br />
<br />_::3~:;_:s..
<br />
<br />~
<br />
<br />-~
<br />
<br />~:" x. ; :5;;," ::'~:?: ......':)irC',..., ::,;,r.:...'...:~on. :"",l..m:,'..i:"':1 SC63!-?
<br />
<br />-~mum
<br />r;elght
<br />
<br />Y:aXI::"lum
<br />Lo.a ,n Lbs.
<br />
<br />Allcwable ;:<oof Are. In
<br />
<br />SClJare Feet for Various :...:.a.as on Pest
<br />01
<br />
<br />..: -"y'-:l
<br />
<br />,,;."','"'
<br />
<br />.:.,:.-~~
<br />
<br />.."
<br />00
<br />Li
<br />
<br />. '.)
<br />
<br />,. ~
<br />
<br />~-:' 1
<br />
<br />::..x a rr ::;:;e.
<br />
<br />F~;,: Roct A~ea ~~€~e-:" ;"~ea. = '~' =::S\ Scac:~,; -:$' Str..;c~'~:-e P~ec;)O~ -: \V
<br />.:.. = S.( !,\Vl2"" 'J,:"'":), : '3' = 7" :.' = ~2' ar,:::: H = 2' :re:n 'Area' =:5 SQ =t
<br />~..:x a ~O'.~i" post a.""'"J ~2D:n ;),h Ni0<Joa,j Qf 23::, S'J. :=:. peS! ,:r:c'ces are
<br />
<br />~) Z" , 3" Snap Se~:'on
<br />
<br />2; ..~.J'I xst sizes ,:s:e-::e::.v ::;e 2" 1.. :2" S,~a= ~e--::iC:i
<br />
<br />,':-~;~ ;-:;:; :cr:~ :"":5 :::,3:e 3 ,::S: ~e ~~'.:;: ":' ," 3 ':: '''~::::'''';''''I~j :::re a:''' {]" ~::I ,=:;~ec ,::::_,~;
<br />~JC-T 3= '..Js~d becaI..iSeNr'e~ ;ts :""(;,-e \ran ~O' 'all:t (;anJn'y $'''';:)::)0'1 39 SF af ~'X)f C'n '.he S-tref ~ar~ 33" x
<br />:' .=:...:e-: =cst 'NI~'i. a ::CSi .....,e'r;nt~: ':'", ~.. :a.", s....:~~::;~ ai', a;ea:..1' ~ 23 sc.(..a;:! :eet 'Jt a.'e3 ~:..:S, :es:;n ;T::..:st
<br />sat:sfy ::::o~h ""'elg~t ard area '''!':,utrer'""'e......ts
<br />
<br />Table 4.1,2: Column Capacities Supporting Conventional Construction
<br />
<br />umlnum osts
<br />)" { r x 0,090. Hollow E{!rus,on ,Aluminum Alloy 6063 T,6
<br />~~ax\lT1um MaXImum Allowable Root Area In
<br />Height Load in Lbs. Square Feet for Varicus Loads on Post
<br />;:-:J
<br />'.,;, .J
<br />
<br />:>, ~ c4
<br />
<br />9,,)
<br />
<br />..:.. :Cj
<br />
<br />,.
<br />
<br />:). 1,.1
<br />
<br />.J :....:.:~
<br />
<br />;4
<br />
<br />4i
<br />
<br />3" ;( }" ;( D. ~25" ....0110.,... E.xtf'..lSlon. Ait..:mlnum Alioy 6C6J T.6
<br />\'ax.i~um :'~axlmL.;m AI:owabie Roof Area :n
<br />,'-'e:90t Load :n Los. Square Feet for Various Loadson ?~st
<br />
<br />d
<br />
<br />0.-
<br />
<br />..: "...'"'
<br />
<br />4" { 4'" X O.'2S"",ollow =:~truslon ,Aluminum Alloy 606J T.6
<br />,'~axlmum MaXimum Allowable Roof Area In
<br />
<br />'neight
<br />:-"j
<br />
<br />Loaa in Los.
<br />
<br />Square Feet for Various Loads on ?ost
<br />00
<br />
<br />"j, J "I':::
<br />
<br />"" ~-:.4
<br />
<br />.0
<br />
<br />. ,
<br />.:.. ."
<br />
<br />~,~"';4
<br />
<br />. ,
<br />
<br />.;;;.';' .,)
<br />
<br />, ".'
<br />... ...,....
<br />
<br />i.)
<br />
<br />steeTPosts
<br />
<br />J" { J- { 14 Gauge Post. 46 ~.s.i. Steel
<br />~aJ.lmum Max.imum
<br />
<br />Allowabie Roof Area in
<br />Square Feet for Various Loads on Post
<br />
<br />Height
<br />::"""'.J
<br />
<br />load in lbs,
<br />
<br />i,
<br />
<br />4.: -"j
<br />
<br />i ....;,,~
<br />
<br />,",;..~
<br />
<br />.: ~..:.o
<br />
<br />'VI
<br />
<br />.:..: ."j
<br />
<br />,
<br />.. ..
<br />
<br />.0
<br />
<br />]" x J" x ~1 3J'..;ge :;)~st..iS '<.s.i. Steel
<br />
<br />~"ax :,~ I..Jrrl
<br />
<br />'~aXlmum
<br />
<br />Allowable Roof Area in
<br />S'~ua;e ~r=et for \farious Loads on ?ost
<br />
<br />~e! ~nt
<br />
<br />~;)ad :n l..~s.
<br />
<br />~ .j
<br />
<br />: : ( J
<br />
<br />.;;':5,,)
<br />
<br />,,,. ~ I .)
<br />
<br />"",
<br />IOU
<br />'23
<br />
<br />" '-::~'V
<br />
<br />~" '( ~.. x ;4 Gau;e ?ost. ~S k.5.J. Steel
<br />
<br />~axir1":um
<br />
<br />Ma{lmum
<br />Load In lbs.
<br />~ 0:::.. ':):: .....'
<br />
<br />Allowable Roof Area Ir
<br />Square Feet for Various Loads on Post
<br />
<br />Height
<br />
<br />",":l .~
<br />
<br />,,",0
<br />
<br />"'~ ..J
<br />
<br />":1,)~v
<br />
<br />0'
<br />
<br />:~ :~
<br />
<br />'o~
<br />" )'..i
<br />
<br />'::
<br />
<br />Table 4,2: Schedule of Allowable Loads I Maximum Roof Area for Anchors
<br />Anchors into wood for ENCLOSED buildings
<br />Allowable Load 1 MaXimum load are. ($q, Ft.)@ 120 MP H,.."nd load
<br />
<br />DIJmeter A~chor
<br />x Embedment
<br />! 114" x,"
<br />1/4" x 1.'/2"
<br />
<br />52C#/22.Sr:
<br />
<br />'1umDer of Ancr.':lf"i
<br />
<br />, C56#.'44.SF
<br />
<br />264#,1" .Sr:
<br />J9G#.I'17.;;;
<br />S6C#/?e.si=
<br />J':;:r:.3=
<br />
<br />~32.~;3:.Sr
<br />
<br />: 114" X 2.112"
<br />
<br />, :2:~i55-S;:
<br />
<br />5,<' ~ 6" l 1"
<br />I 5.'6" x 1.1/2"
<br />
<br />~2!~j:6.S~
<br />
<br />4'32#.':0.:3,=
<br />
<br />33EJ::;:;;'SF
<br />
<br />5"6" X 2.',12"
<br />i Ji8'" ;( ,..
<br />:l8" I.. " '2"
<br />
<br />:8C=:~3.3r
<br />
<br />; :0C#/65-5;:
<br />
<br />356::r5.sr:
<br />
<br />i~2#iJO-SF
<br />
<br />52':::"'2:.;;;:
<br />
<br />~:03&#;,~:.3;:
<br />
<br />:;:8" .l 2. ~ ~
<br />
<br />,',ro.3: 0 =
<br />
<br />~ 7? '.::::.... .:.. : r
<br />
<br />Anchors into concrete for ENCLOSED '::uildings
<br />Allow!oie L::IGld./ 'lraxlmum oad area SQ, ::~,;, ~ '::; ',1.:::
<br />
<br />Dlame:er ~ncnor
<br />x =-moeoment
<br />
<br />79::=.:3343;:
<br />
<br />" ': '::'?;:, ~,~.:, i=
<br />
<br />>:,::~;';-:..3=
<br />
<br />.-;::;:;33.S;:
<br />
<br />:s~,:#.'. ':,.3:=
<br />
<br />::-:.: :S..3 =
<br />
<br />. :--;::::. =-:. -: =
<br />
<br />~4j:4.:i59-Sr
<br />
<br />'3.:~'-:.3 =
<br />
<br />:::.:. :-::;S,'i. s;
<br />
<br />. . - "-,. ~ ~ --
<br />.J _ _'- ~ _"::-
<br />
<br />. C'3:...:::"5-,3;=
<br />
<br />, ." '_.;;;-
<br />...-"-:
<br />
<br />'. ~;:
<br />
<br />-57::.';;.: 3 ':
<br />
<br />5' 4-::;'>-;:. ~ =
<br />
<br />'furr;:Jer ::if ":'n:,,-:;"'5
<br />
<br />..,j :,:)aCl
<br />
<br />~ .' ~., :t:
<br />:.8'. t.
<br />
<br />~ . i ,. 2"
<br />
<br />~S57=,'~~3;
<br />
<br />:. '4~"E-=. S.:
<br />
<br />! 1,:2'" l i.i ,'4"
<br />
<br />'~":':"::,3<:- :;::
<br />
<br />2::;;.:.'. ::. ~ =
<br />
<br />Table 4,3:
<br />
<br />Fastening Schedule for Wall C:adding
<br />
<br />Connection
<br />25/l2 F'berboard Sheathing
<br />
<br />Fastener
<br />I i ",3..4" ~ai'...anlze-d roofing r,a~1
<br />; 8d common r.all
<br />
<br />112"' Gypsum She a thing
<br />
<br />i '1 ga ~.~/2" gal..an:zed
<br />! 7fi6" head
<br />
<br />513" Gypsum Sr,eat.hlng
<br />
<br />1 i -;a '.3.4" ;a, .an,zed
<br />
<br />'":,.- ~ S~ :""~3C
<br />
<br />1/;2'" Gypsum Naiiboard
<br />
<br />, ~ .3..8" '::''f.-',ai!~alt ..
<br />
<br />SiB" Gypsum '/Val!board
<br />
<br />i ~ .'1/2~ ,::r.lwalt rali ,.
<br />
<br />?artJCie ::oard Siding
<br />
<br />5i~ S" . 1/2"
<br />
<br />5,8"
<br />314"
<br />
<br />3d
<br />
<br />3d
<br />3d
<br />
<br />dboard Lap Siding, Over Sheathing
<br />18a c,:xr~s!o~ ~e'Sistanl ','oj11n
<br />Direct to Studs I mlnlm,..;r"', '}:;99~a St'1~k af'~
<br />! r!"'llnlm,...i'" ,J :4C~3 "'iea-j
<br />
<br />Over Sheathing
<br />
<br />'I 'Od CCI"os'on res,Slanl ",Ie,
<br />mU"\\m\Jm 0,099"'0 shank and.
<br />minImum 0 240"0 head
<br />16d COrTeslon resistant wltn
<br />I minimum 0,092'"'., shank al1d
<br />(minim'JM 0225"'" head
<br />
<br />Direct to StudS
<br />
<br />; Be COf"::Slon re'S:staf't 'N~tn
<br />
<br />Over Sheathil1g
<br />
<br />i mlnlm",m 0 032"" snani< ana
<br />i ITltnlfT1'..m 0225"'0 r;ead
<br />
<br />;"".:::::=
<br />
<br />~umoer or S;)JClng
<br />at ~c;es
<br />
<br />.. "" '. dl Jtrer :ea~r:9s
<br />
<br />4~ ):: 31 ec~es
<br />
<br />a' J<.rer :::e3nr;s
<br />
<br />- .. _ ::3:( ~-:;e~
<br />
<br />)'. )\-ef :e3:-',:".:S
<br />
<br />~.. :),'1 :el'ln';iS
<br />
<br />=-'" .... ;(1 .',ars
<br />
<br />j ':::111 ,:eT1In.;s
<br />3. J C vn walls
<br />
<br />z i
<br />
<br />:1 '6. J C at :.:);:3 aDd. :0','.'):;1 ~C;-=S
<br />
<br />!
<br />
<br />IT )c
<br />
<br />at t~D Jntj :Jo:~'Jm ~c~-?s
<br />
<br />Is. ,J c. at eogesano ~ 2~ :J.e at
<br />In:e~,ea'late Sl1ppOI1S
<br />,
<br />!
<br />16- ~:: 3'1 ~g-=safld ~2'. 'J C al
<br />,n:eil'~e-Jla:e s....cQor,$
<br />
<br />Fiberglass ;....,eathtng may be stapled usjn~ ~5 ga ga!van1zed s!aoies ~.'/9"10n; J( iiT si",eathlnq and :.1/
<br />2"100g fOf 25/~2 sheathing, Staoies to have minimum c;cwn of i/iS" and space<j:"!) C Jt ~g~s and 5" a c at
<br />other beanngs
<br />.. Drywall r",atls shall conform to ASi'.-1 C 5~.t
<br />
<br />, ) Siding applied:o 5i3" ,1et wood st'1ealhlng, ~ 5;J2 ',..ood 5tNcluraj panel or ~i:~ :J~:c:eDcar:j st,eJl1":;ng
<br />2) CorrOSIon res~stan' nalis spaced 6" on ce~!er at efjge 8" on cenlef at IntermeClatd supPOf1S NallS snaH
<br />have a mlnl!num edge distance at 3,8-
<br />3) S,dmg applied !O studs spaced 24" on center maximum.
<br />
<br />4) Sldlf"l9 applied due<:t1y 10 studs spacet1 24" on center maximum
<br />
<br />5,) Use annular or s;:wal thread nails for com~lnation sub~oor I unde:-Cayment.
<br />
<br />6 I Nod musl be ot sufficlenl :engt~ ~o Jccomrr-od.Jte 1t'1lckness at S~dlfl~ Jnd Sn~J\" 11g Ir u$.]d, .lnd allow
<br />minImUm stud penef1JtJon at , .1/2" Inct1e5
<br />
<br /><:
<br />~
<br />Z
<br /><l::
<br />(J') ?
<br />~ Z
<br />:J U
<br />r- (J') (J')
<br />U L..Ll W
<br />~ C OJ
<br />(j) ;<
<br />'JJ W ,-
<br />~ 'Of
<br />~ 2 ~
<br />~ ~ f=
<br />iJ: oc U
<br />I- W
<br />8 (J') (J')
<br />o 2
<br />S z
<br />2
<br />:J
<br />-I
<br /><
<br />
<br />....
<br />W~
<br />D- S; :::;
<br />-<:
<br />~:::;''';''
<br />c:; U .....
<br />Cc ~ 3
<br />:;;: ~
<br />Q.1 'l.. ~
<br />m ~-
<br />::. =
<br />W5
<br />Q.1
<br />u
<br />C
<br />Q.1
<br />L..
<br />3:
<br />CU
<br />-l
<br />
<br />:!
<br />'"
<br />:! '~
<br />~ ~
<br />;~
<br />C) ~
<br />~-
<br />J.I 3
<br />65?l.
<br />~ 5: ~
<br />JJ u..
<br />....
<br />'"
<br />f-
<br />
<br />
<br />5
<br />
<br />OF
<br />
<br />6
<br />
|