|
<br />Table 4,1.1:
<br />
<br />Column Capacities Supporting Conventional Construction
<br />
<br />
<br />Allow~ble Rool Atu In
<br />Square F.et (or V~nous Loads on Post
<br />
<br />
<br />",
<br />
<br />~. 1'.1
<br />
<br />I I
<br />2-. ]-.0.050" HollOw E..lll'uSlon. Aluminum Alloy 6063 T-'
<br />
<br />--Mallmum
<br />
<br />Mallmum
<br />
<br />Allowable Rool Area In
<br />Square FHt for V~nous LO~dS on Post
<br />
<br />Helgnt
<br />.<
<br />
<br />Lo~<l in Lbs.
<br />
<br />./,)0
<br />
<br />."
<br />
<br />>-? '"
<br />lei.', l.::l~ I
<br />1,...;, I, t '1' !
<br />0".2". o.oro" Hollow E..ltruSlon, Aluminum Alloy 6060 ToO
<br />
<br /><>
<br />
<br />"
<br />
<br />Mallmum
<br />
<br />Allowa ole Root Ar!3 In
<br />Squire FHt for V~rious Lo~ds on Post
<br />
<br />Maxzmum
<br />Lo~<l in Lbs.
<br />
<br />
<br />G'
<br />
<br />I
<br />~1l:- I
<br />
<br />I i" ~ O,C4Q" RO~d'. "(umlnu~ ..\.IOy Jl(\S H.14
<br />r. "'ulmum MUlmum Allowaole Root Are~ ,n
<br />r<.elg,~t ln~d in Lbs. Squire Fut (or '1~nous lO~dS on ?ost
<br />
<br />.,
<br />
<br />1..;:):10
<br />
<br />"""
<br />
<br />::0
<br />....'11
<br />
<br />.;0
<br />
<br />< ,
<br />
<br />" -,
<br />
<br />-.)
<br />
<br />~
<br />
<br />leo
<br />
<br />-,
<br />
<br />J~ .~'1
<br />1:1..... I l.~,
<br />
<br />0".0".0,050" Roll Formed. Aluminum AllOy l105 H.14
<br />
<br />,0
<br />,"
<br />
<br />Ma xlm urn
<br />HeigM
<br />
<br />Miximum
<br />
<br />lo~d in Lbs.
<br />.O<.V
<br />
<br />Allowaol. Roof Aru 'n
<br />Square Feet (or Various LC'~<::s on Post
<br />:>-
<br />00<:
<br />""
<br />.,
<br />
<br />I""""
<br />
<br />,1",\,1
<br />
<br />~
<br />
<br />"
<br />
<br />IO~
<br />
<br />1,:)/:1
<br />
<br />J-.l J" X 0 C60'. Fluted Hollow E.xtT1..lS00n . .1.1umlnum 606J i-&
<br />I Maximum Maximum Allowable Root Are~ in
<br />I i-'ei9M lo~d in lbs. Square Feet (or '1~rious loads on Post
<br />
<br />I :~:':-~ J.4<..o
<br />1,J.tl...l 1..:l:lO
<br />
<br />I :'0':.<
<br />, 1/.,....
<br />
<br />~
<br />
<br />~ ;1'00
<br />1 ~~1
<br />
<br />.;0
<br />"
<br />
<br />E..l~m~le:
<br />rind ?:>of A~ N~~' J..;ea ::: 'A': ~cst S;:lt3C;fl9 :'5' St!\lc~ure ~ro~ec~lon ::: "'N'
<br />
<br />AsS. 0NI2 .. OH): ~ 'S' = r. W = ,Z. at'O 0 H, = Z :n.". 'A~a' = 50 Sq i't.
<br />
<br />Fcra ~C'.". post at'd 120", p~. '...no 'oad or 2J = 1 Sq Ft. post c.1c'ces are:
<br />
<br />, I 2" . 3" Soao SectIOn
<br />
<br />2) All post sizes listed ~-eiOW :~e 2" x J" Soap Sec:,on
<br />
<br />"""ere jOb cond~.~s ~1Ca:e a post ~e!9~t ot 10' In a 120 MPH ""1I1d :o~e, a 3".)" Roll Formed COULD
<br />NOi == us~ ~..ause ""r,en t IS more t11an 10' :all ~:an only suoporl J9 SF ot root. On t!\e ot!\er ~a~d. a)" x
<br />).. ;:71",:~~ :l~s~ Nf"J"\ a I)Ost l"Ie'9f'\t of 10". I can su~oo~ an area of 123 sq1,,;are ~eet of a(~a i1':l.s. c:~sl9n myst
<br />satJs~ :xn.., Me'~m ana area requcrements
<br />
<br />.~~
<br />
<br />Table 4.1,2: Column Capacities Supporting Conventional Construction
<br />
<br />umtnum osts
<br />J" x 3" x 0,090" Hollow ISttrus.on . Aluminum Alloy 6063 T-6
<br />MUlmum Maximum Allowable Roof Area In
<br />load in lbs. Square Feet (or V~f1o\Js loads on Post
<br />
<br />
<br />tJ
<br />
<br />I
<br />I
<br />I
<br />I
<br />)" . J" . 0,125" HOllOw ISttrUs.on . Aluminum Alloy 606J T.6
<br />MUlmum Mal1mum Allowable Roof Area in
<br />Height load in Lbs. Square Feet (or V~rious Loads On Post
<br />
<br />~~:~ ::;
<br />;" ~ It!.
<br />
<br />o~
<br />
<br />o~
<br />
<br />
<br />I
<br />I
<br />,
<br />
<br />n7
<br />J '0
<br />
<br />I
<br />I
<br />I
<br />
<br />load in lbs.
<br />
<br />t J 1.1
<br />':l 'jd4
<br />
<br />Square reet ror Various Loads On Post
<br />
<br />,QQ
<br />:,~
<br />
<br />'>'
<br />tj
<br />
<br />Height
<br />
<br />t:) .~
<br />
<br />; Q-:"
<br />
<br />:4J~
<br />...'JI
<br />
<br />Steel Posts
<br />
<br />J- x J" . '4 Gauge Post. 46 k,s.i. Steel
<br />Maximum Mal1mum
<br />
<br />Allowable Roof Area in
<br />Square Feet ror Various Loads on Post
<br />
<br />Height
<br />
<br />load in lbs_
<br />
<br />
<br />.,u '~.'JOU I
<br />J....J I
<br />o ~.o I
<br />".~ I ~.J,l I
<br />J" x)" x " Gauge Post. 46 k.s.i, Steel
<br />MaXimum Maximum
<br />load in Lbs.
<br />I ,0.0' u
<br />I ,I." ."
<br />"" I 0 "'
<br />I o,v I
<br />4" ~ 4" x '4 Gaug. Post - 46 k.s.;, Steel
<br />'v1aximum Malimum
<br />
<br />I: ~
<br />
<br />,..
<br />iut
<br />
<br />, ~
<br />
<br />Allowable Roof Area in
<br />Square Feet for Various Loads On Post
<br />"
<br />
<br />
<br />~'-~
<br />
<br />,~\J
<br />, .1J
<br />
<br />Allowable Roof Area it"
<br />SquJre reet for Various loads On Post
<br />
<br />Hei9ht
<br />,~-~
<br />
<br />Load in Lbs.
<br />
<br />,~,~ov
<br />
<br />~..)~v
<br />'. ':~u
<br />~.~vv
<br />
<br />~: '
<br />:d
<br />.0
<br />
<br />'::"'J
<br />
<br />,,:-:.
<br />J, -v
<br />.~-d
<br />
<br />Table 4,2: Schedule of Allowable Loads (Maximum Roof Area for Anchors
<br />Anchors into wood for ENCLOSED buildings
<br />Allow'ble Lo.d I ""ulmum lo~d or.. ($q, Ft.) @ 120 M.P.~, w,nd 10'd
<br />
<br />Q'.1mt{'!'r Anc.hor
<br />. Embodmonl
<br />II~" . ,-
<br />'I~" . '.112-
<br />)1"- . 2,112"
<br />5115-. '"
<br />5<15-".112"
<br />5115-. ~.1I2"
<br />I:IS".,-
<br />I :.IS" . 1.112"
<br />! :18" 12.1'2"
<br />
<br />Sum bet of .1.nc.hO~
<br />
<br />2S4-&J 11.SF
<br />)>-,,,,, 1 7.SF
<br />5SC:/2S,SF
<br />)12:Jl}.SF
<br />'6G.sI20- S F
<br />reC=l:J:l.SF
<br />)5-'AJ \ 5-S-
<br />5~':2.S;:
<br />a-;.r:-=.'J,7 .5~
<br />
<br />52e&'nSF
<br />79~'3J..SF
<br />1 nC;o. 5$-SF
<br />62...':$-5F
<br />9~3~SF
<br />lSOC=.6S-SF
<br />712:-)",SF
<br />106e=."$-SF
<br />Irse::.;.:..s_
<br />
<br />;n"'JJ-5F
<br />, 16~5o.S F
<br />I 98CaiS}.SF
<br />9J64i)9-SF
<br />l"O""i5~SF
<br />2J4C#19~SF
<br />106e:l'S-SF
<br />\5021lJsr.SF
<br />:57C#J': \.SF
<br />
<br />4
<br />10~t.4-SF
<br />
<br />15e.uso.SF
<br />
<br />2S4C#1' , o.SF
<br />12<8-o152.SF
<br />\8i2:t7'!.-SF
<br />II 2C#J 1 :lC-SF
<br />
<br />142J..:'5;'SF
<br />
<br />2 \ :l6=Ie~SF
<br />J5o~' ~-SF
<br />
<br />Anchors into concrete for ENCLOSED buildings
<br />Allow.bl. Lo.d I MUlmum load area (Sq. Ft.) @ 120 M.?H. 'O'lod load
<br />
<br />I
<br />i 11.- . 1.112"
<br />I :.IS- . , .112"
<br />112". 1,1"-
<br />
<br />Dll.meottr. ~nchOf
<br />
<br />l Emceoljment
<br />
<br />Num Cer of .J.nc.no~
<br />
<br />is;":lJ:t.S.=
<br />
<br />, 05;:.'...... SF
<br />~"~'5~S.:
<br />
<br />15'~"}.5F
<br />
<br />:, ,.... ed-51'
<br />2686.:.' '2~SF
<br />
<br />Table 4.3:
<br />
<br />Fastening Schedule for Wall Cladding
<br />
<br />ConnectIon
<br />2S1~2 FiberOoard Shfathing
<br />
<br />Fdis:.ener
<br />I ~.J.i4~ ~aj'...anl.:e~ roonn~ road
<br />! 9c. :~mcn n~j
<br />
<br />112" Gyp....m Sn..tIling
<br />
<br />f 11 ;a.. !.~/2. ;al...,an'zed
<br />17/:5" r,.ad
<br />
<br />s,a- Gypsum Sh..tIllng
<br />
<br />; ~ ~ ;a, t.).',l" ;al-...an1zed
<br />1 ;1~5" heaa
<br />
<br />112- GYP5um WaUboard
<br />
<br />I 1';);8" arywall na,l ..
<br />j
<br />
<br />5ia" Gypsum Wallboir<l
<br />
<br />1""2" d:ywaJl na,1 ..
<br />
<br />i"lrticle Soard Siding
<br />51 1 6- . 112-
<br />
<br />5Ja"
<br />
<br />li4-
<br />
<br />Sd
<br />
<br />6d
<br />6d
<br />
<br />dboord Lap Sidiog, O_or ShOathing
<br />cd :orrO$ton resistant 'M:n
<br />
<br />Direct 10 Studs
<br />
<br />mlnlm....rn Q,099"a snarl" and
<br />mInimum 0 2.40-a head
<br />I ~Coa :orros!on ~eslstant .Mtn
<br />minimum 0 C'99"'1 st'lar.x. and
<br />I m""mum 0 2,:.0-. head
<br />150. COfTOSlon r!'5+s:ant 'M~.~
<br />minimUm 0,092-. shar.iI: and
<br />r."o,nlml,irn 0 225". nead
<br />I Sd COtTOS,"" res,stant '....tn
<br />minimum C092-. shar,.. and
<br />minimUm 0 225.. head
<br />
<br />0_", Shutnlng
<br />
<br />Direct to Studs
<br />
<br />Over Sh..thin9
<br />
<br />2211:,'I')~Sr
<br />
<br />)1 i',=;, ~Z.S.:
<br />"n~leQ.SF
<br />
<br />. ~
<br />1C:~ 1 :;.S;:
<br />'22S3.'; ;.SF
<br />S7ic:..-2.& ~ .S;
<br />
<br />Number or Spacing
<br />3' 0.: at .o~es
<br />j se 0 C ,l( Otner ~eanf"l9S
<br />
<br />." 0 c, al ~ges
<br />a" o.c. at Otnet ~eaflngs
<br />
<br />..' 0 C .. ...:ge.
<br />3- 0 c at other oeanngs
<br />
<br />74 0 C on Cetllng$
<br />3- 0 c on ;NaJIS
<br />
<br />7'" 0,: on C~ill'9S
<br />a" o.c Of'! walls
<br />
<br />liS" 0 C. at lOP ana COltom .e;.s
<br />
<br />
<br />
<br />liS' 0 C al top anO oOllom ec<;.s
<br />
<br />
<br />
<br />IS. 0 c. at edgesaod 12" 0 c. at
<br />Intermed'a'e supporlS
<br />
<br />\S'OC aled~e.anal2"oc at
<br />Intermediate SuPpOf1S
<br />
<br />. F,bergtass SI1eall\,ng may be stapled "sln9 16 ga galvan,zed staples 1.'18" long or 112" sneatlHng a~d I,ll
<br />2' loog for 25/,)2 sheall\lng. Staples to ha,e minimUm crown of 711S' and SPaced )" 0 C. at ed~es and 5- 0 C, .1
<br />Od'1er beanngs
<br />- Dry....all nalis shall conform 10 ASTIA C 51'
<br />
<br />'I Sid,ng appl,ed to So1l" net wood SI1eat!\lng. , 51:32 ""cod str\!cural paoe! or 112" partlcleboard sheall\lng.
<br />2) Corrosion resistant nails spaced 6' on center al edge e- on center al iote<med,ate sUPPOiU Nalls shall
<br />~a..... a minImUm edge di5tance 01 318-
<br />3) SIding app"~d 10 $Iuds spaced ~4- on Ce1"'te( maximum
<br />
<br />~) S.dl~g applied dlfe<:tly 10 stu<ls spaced ~.. "" c.~ter ma..mum.
<br />
<br />51 Use annul... or ,poral I~"ad na.ls for comb,nal'o~ suMoor I undenaymenl
<br />
<br />5} ~ad must ~~ 01 suffiCient leflqth :0 accommooate U11Ql.lieSS 01 SIdIng 3nd Vieathu....~, It \Js~. and allow
<br />minimUm stud penetra(lon of '.1 Ir lnc,eo..e S
<br />
<br />-l
<br /><
<br />::;)
<br />Z
<br /><
<br />en ?
<br />UJ z
<br />5<-'
<br />f- en en
<br />UUJUJ
<br />::;) 0 a
<br />a::en~
<br />I-UJr-
<br />en a:: ~
<br />UJ ::;) Z
<br />Z I- 0
<br /><Uf::
<br />a:: ::;) U
<br />I.J.. (V
<br />of::UJ
<br />o en en
<br />o z
<br />3= ::;)
<br />z
<br />Z
<br />::;)
<br />-l
<br /><
<br />
<br />w~
<br />0.. ~ ;:;
<br />.-" ~ ..J
<br />C3 U ~. ~
<br />C~5,!:g
<br />C~~~:2
<br />(1)o(!i~;;;
<br />mill'" ...
<br />W,=_:;-si~
<br />.. 0 0 e
<br />Q)~~5:~
<br />o8~~u..
<br />c~...w
<br />(1)\3><1-
<br />\-;eO
<br />~""
<br />ro
<br />
<br />N
<br />
<br />
<br />5
<br />
<br />CF
<br />
<br />6
<br />
<br />.. ~"_._~"""'I'
<br />
|