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<br />Table 4,1,1:
<br />
<br />Column Capacities Supporting Conventional Construction
<br />
<br />
<br />~. 1.1
<br />
<br />I I
<br />2" x J" x 0050" Hollow EJ.tT\JSion. Aluminum Alloy 6063 T-6
<br />
<br />MaXimum .-'-Mal'lmum
<br />
<br />Helgnt
<br />
<br />Load in Lbs.
<br />
<br />." ,1.>0 I
<br />,..., ,"" I
<br />L--Tu.!, I,''''' I
<br />1 ~ OJ i, I ':II I
<br />J" x 2"" x 0,070" Hollow EJ.:ruSion. Aluminum Alloy 6063 ToO
<br />
<br />Malimum Mallmum
<br />
<br />Heig~l
<br />..
<br />
<br />Load in Lbs.
<br />
<br />I
<br />~1~~'
<br />~
<br />
<br />
<br />.xl'
<br />
<br />I ,I 0
<br />I '
<br />1 I
<br />J" x 3" x 0,060" Roll Formed. Aluminum Alloy J105 H-14
<br />
<br />MaXImum Maximum
<br />
<br />Heignt
<br />
<br />Load in LbS.
<br />
<br />1:<;~~ I ;:~
<br />
<br />,~~ I I.~I~ I
<br />J" x :l" x 0060" Fluted HOllOW ExtruSion. Aluminum 6063 T-6
<br />
<br />Maximum
<br />Helg~l
<br />
<br />Maximum
<br />Load in Lbs.
<br />
<br />:~::~
<br />
<br />'.,1.,,0
<br />
<br />f,;~:
<br />
<br />."
<br />
<br />Allowable Root Area In
<br />Square Fut for Various LoadS on Post
<br />
<br />Allowable Roof Area In
<br />Square Feet for Various Loads on Post
<br />
<br />,
<br />
<br />'-0
<br />, i
<br />
<br />Allowable Roof Area in
<br />Square Feet for Various Loads on Post
<br />
<br />"
<br />
<br />~
<br />
<br />-~
<br />
<br />, ,
<br />
<br />Allowa ble Roof Area In
<br />Square FeetforVariousLoadson Post
<br />
<br />,...
<br />""
<br />.)0
<br />.,
<br />
<br />Allowable Roof Area in
<br />Square Feet for Various LoadS on Post
<br />
<br />~
<br />
<br />.'
<br />
<br />Table 4,1,2: Column Capacities Supporting Conventional Construction
<br />osts
<br />
<br />
<br />He ight
<br />
<br />Square Feet for VarlOUs Loads on Post
<br />
<br />o.
<br />
<br />I, U I
<br />3".3".0,125" Hollow ExtruSJon - Aluminum Alloy 6053 T.6
<br />Maximum Maximum Allowable Roof Area in
<br />
<br />Load in Lbs. I
<br />
<br />I
<br />I
<br />I
<br />I ~ J I
<br />4" . 4" x 0,125" Hollow Extrusion. Aluminum Alloy 6063 T.6
<br />
<br />Maximum Maximum Allowable Roof Area in
<br />
<br />Height
<br />
<br />..
<br />
<br />o 0
<br />
<br />
<br />~ : C..
<br />
<br />Height
<br />
<br />Load in Lbs.
<br />
<br />: ~~~
<br />
<br />o ~J2
<br />':,..Jla:
<br />
<br />: 0,0
<br />
<br />H:~
<br />I
<br />I
<br />
<br />3" . 3" . 14 Gauge Post. 46 k,s.i. Steel
<br />Maximum Maximum
<br />
<br />Loa din Lbs. I
<br />
<br />I
<br />.. I
<br />2J-. 0 O~~ I
<br />20 .. I ~ J, , I
<br />3" . 3" . 11 Ga uge Post. 46 k.s.i. Steel
<br />
<br />MaXimum MaXimum
<br />
<br />He i g ht
<br />
<br />I ',J,IJ~
<br />
<br />
<br />Load in Lbs.
<br />
<br />I ~.~I'J
<br />
<br />I
<br />I
<br />I
<br />.:0 -0 I
<br />4" I 4".14 Gauge
<br />',1aximum
<br />
<br />I
<br />I
<br />I
<br />I
<br />Post. 46 k,s.i, Steel
<br />
<br />I .'.")1,,.1
<br />
<br />~ ;1/
<br />
<br />-0
<br />
<br />o,~v
<br />
<br />Ma xim um
<br />Load in Lbs.
<br />i-,.o,JU
<br />;J,J;JV
<br />I, 1 j'J
<br />j jVV
<br />
<br />Height
<br />"I;) -0
<br />2" .~
<br />
<br />:2,,,
<br />~4 .<3
<br />
<br />Square Feet for Various Loads on Post
<br />, J
<br />
<br />oJ
<br />
<br />Square Feet for Various Loads on Post
<br />
<br />,00
<br />~":"l
<br />
<br />Steel Posts
<br />
<br />~I
<br />I J
<br />
<br />I
<br />I
<br />I
<br />
<br />~' ~',o
<br />~ :00
<br />I " .'
<br />I J"."f'l ~O~d' - "'Iumlnur.'l "\'iloy l'05 H"'4
<br />r-. ~aa:iml,Jm Ma.a:imum Allowable Roof Are.1ln
<br />I Helgnl Lnad in Lbs. Square Feet for Va nous Loacs on Post
<br />
<br />Allowable Roof Area in
<br />
<br />Square Feet for Various Loads on Post
<br />,,' .
<br />
<br />lu1
<br />10
<br />
<br />Allowable Roof Area in
<br />Square Feet for Various Loads on Post
<br />,-0
<br />
<br />
<br />Atlowabe Roof Area if"
<br />
<br />Square Feet for Various Loads on Post
<br />
<br />L~';I
<br />i'Jl
<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 I Muimum load ar.. ISq, Ft)@ 120 M,P,H, Wind load
<br />
<br />D'Jm~t~r Anchor Num ber of Anchors
<br />. Embedment 2 3 4
<br />,,," . '" 2541 II,SF 528#J22-SF ~9":lI33.$F 10so...-u-SF
<br />1/4- x ,.,'2" J9o"-"",7.SF 792#IJ~SF I I 38#lsO-SF I se.u. 605- S F
<br />1'/4" I 2.\12- 55C#128.S F 1J20#iS>SF I 980#i63-SF 2540#i' 100SF
<br />5116" . '" 312:l11l-SF 52"-'l12!>SF 936J1i 39. 5 F 12~s2,5F
<br />5116" x 1.112" 46&Oi20-5F 936J1iJ(>.SF :.04ltIs(>.5F 1372:.73-5F
<br />511S" x 2.112" 7eC"'-'J~SF , 560#155- S F 2J4C#J98-S F 312')tJ IlC-$F
<br />Il,S"I'" 3S-'-'" IS.SF 712"=130-SF 1058::14 S- S F 142'" S:;'$F
<br />IllS" x 1.112" 5~'22.SF 106&#'45-SF 1502#;67.SF 21 :JO.:i89-5F
<br />1 :i8.' I 2.112" 3>':"'-'37,$F I ~3C#J7"'5F 25iO#J~'1.SF 3SOC::-' ~-5F
<br />
<br />Anchors into concrete for ENCLOSED buildings
<br />
<br />Allowable Load / MaXimum load area (Sq. Ft) @ 120 M,?,H. wind load
<br />
<br />D,ameter ~ncl"lo(
<br />I Embedment
<br />i 114" . '."Z'
<br />Il!S" X , .'/2"
<br />"2" x 1.114"
<br />
<br />Number of Anchors
<br />
<br />2
<br />15: 4.#'ti~SF
<br />2'1''''3<3-SI'
<br />23S6JIi' 20-SF
<br />
<br />22i l:",)5-S~
<br />
<br />4
<br />302s.:.: 20-5F
<br />422S"-' I 75-5F
<br />s772-=<241.5F
<br />
<br />I
<br />
<br />
<br />Exam"ie:
<br />
<br />Find .~:>of A~a ,'\j~e-j' A.-ea = 'A': ?':::st Spac:r"'g :'S' StNc~ure ?"Clec~iOt'l = ~N
<br />
<br />A = S x eNI2 .. OH), ~ 'S' = r, W = , 2', ilr'd OH = 2' :nen 'Area' = 56 Sq Ft
<br />
<br />Fe<' a 1!;,.ll" ;>ost and 12'J '" "n WInd ,C20 or 2J = / Sq Ft. pest c"clces are:
<br />
<br />1) 2" . J" Soap S ect,on
<br />
<br />2) All pes: sizes liste<l ooiow t~e 2" x 3" Snap Section
<br />
<br />It.'!"""e Job COndrt'ons :llcate a ;>ost "elght o( 10' In a '20 MPH wind ::one, a J". 3- Roll Fxmed COULD
<br />NOT 5:: USe<l :;er...<luse woen rt IS more t,"an 10' tall It ~n only suppert 39 SF of 'oo( On tI1e otl1er cand, a J" X
<br />3" ;::J".:~e--.: :;:;5: /rf'rtt"i a ;:>05t n~lgrn ot '0". r can SupOOft an area of 128 sql..iare feet of area Ir:t..:s, CesJgn must
<br />satls,fy OCt." r"Ie'<;rtt ana area req'Jlrements
<br />
<br />iSi:=;j~.S=
<br />'05;=,'~"'5F
<br />1 44O#<5Q.5F
<br />
<br />3171:"02.SF
<br />4329#1 leO-SF
<br />
<br />Table 4,3: Fastening Schedule for Wall Cladding
<br />
<br />ConneC~lon F a s::ene r
<br />
<br /> Number or Spacln9
<br />: J" oc al e<lges
<br />6" 0 c a( otnef beanngs
<br />." 0,0, at e<lges
<br />a" 0 0 al orner oeanngs
<br />4- OC at ecges
<br />3- 0 C at Olher oeannQS
<br />7" 0 C on CetJ1l1gS
<br />6" 0 C on walls
<br />rOC on ce.Jll"'1gs
<br />6- o,c on walls
<br />
<br />2S1J2 Fiberboard Sheathing
<br />
<br />1'-;3.'4" gaj'.af'll.:e<:l roonn9 rad
<br />I Sc common 1ad
<br />
<br />It 1 ga. '.1/2- ;;al-.an,zed
<br />17110" neao
<br />
<br />;" Qa 1.).'4' Qal-.an'zed
<br />I 7n 6" heao
<br />
<br />I I.Ji6" orywall hall ."
<br />I
<br />
<br />'/2" Gypsum S~eathing
<br />
<br />515- Gypsum Shea thing
<br />
<br />1/2" Gypsum Wallboard
<br />
<br />518" Gypsum Wallboard
<br />
<br />11"12" drywall nail ..
<br />
<br />Particle Board Siding
<br />5/, S" . 1/2"
<br />5!S"
<br />3!4"
<br />
<br />50
<br />3d
<br />3d
<br />
<br />dboard Lap Siding, Over Sheatl1lng
<br />ad torros,on resistant Wllh
<br />Direct to Studs mu,.mum 0099"" shank. and
<br />m.rllmUm 0 240"" head
<br />'Od COrTOSlon ,eslstant wIlh
<br />
<br />115< 0 c,
<br />
<br />a( top and oonor:", ~;es
<br />
<br />I \ 6- 0 c, at to? ano oottom ec~e$
<br />
<br />
<br />
<br />15' 0 c, at edgesand 12" 0 C at
<br />lnterm~late supp<X1S
<br />
<br />\6" o,c at ed~e,and 12- 0 C al
<br />Inlermed,ate supports
<br />
<br />Over Sheathing
<br />
<br />minimUm 0 C99.., sl"lank and
<br />minimUm 0 240"., nead
<br />160 cooOSlon resistant WIth
<br />mlnlml,.lm 0 C'92"., st'1ank and
<br />mln,m\Jm .J 225-" nead
<br />9d CorrOSIQ(1 resistant wnh
<br />minimUm CC9Z"" snank and
<br />minimum 0 225-., head
<br />
<br />Direct to Studs
<br />
<br />Over Sneal~ing
<br />
<br />Fiberglass s.healtH(V~ may be stapled using '6 ga, galvanized staples 1.'/8"10(19 Of "2- st'1eathlf'9 and '.1/
<br />2' long for 25132 snealn,ng Slaple$ to have minimum crOwM o( 7/1 5' and spaced J" 0 0, at e<lges and 5" 0 C at
<br />ottler ~eatin9s,
<br />- Drywall nail$ Shall conform to ASTI.I C 514
<br />
<br />, ) Sid,ng applied 10 518' net wood s~eall\ing, , Si"J2 wood slNetural panel or 112" paf\ldeboard s~eal~.ng
<br />2} Corrosion resistant nails spaced 6" on center at edge 8'"' on center at intermedIate supports Nalls s.nall
<br />ha\o& a minImum edge distance 01 3i8'"'
<br />J) S'd.ng applied to 'Iuds spaced "4' on ceMler maximum
<br />
<br />4) SIdIng applJed dIrectly to studs spac~ 24- on cente< maXimUm,
<br />
<br />5) Use annular or ,p,ral :~read na,ls fot comb,nal,on 'ub!oor I unde~aymenl
<br />
<br />6) :-./all musl be 01 suffic,ent lengl~ to accommooa:e II\lckness o( Siding and sneall\.ng, If used, and allow
<br />minimUm stud penetfatlo" of '.'/2"1f1ct'les
<br />
<br />-l
<br /><
<br />:::l
<br />Z
<br /><
<br />(/) ?
<br />w Z
<br />0::: (j
<br />~(/)(/)
<br />U w :J
<br />:::l 0 en
<br />o:::(/)~
<br />f-W'-
<br />(/) a:: -.:-
<br />W:::lZ
<br />:::;?:f-o
<br />2 ~ f=
<br />l..L.a::U
<br />of-LU
<br />o(/)(/)
<br />o :::;?:
<br />~ :::l
<br />Z
<br />~
<br />:::l
<br />-l
<br />~
<br />
<br />r-
<br /><:
<br />w~
<br />... N
<br />ll. ii1 ::;
<br />- <: ....
<br />~OIJ. ....
<br />C5 ~ <";::
<br />c<:z;!:g
<br />c:~~~~
<br />0)&<,;;;;
<br />en ... 0 Cli ,-
<br />W.~gi~
<br />~ooe
<br />Q)Q:~~~
<br />o~~~u..
<br />c ~ ~ ~
<br />
<br />~n
<br />co;
<br />
<br />
<br />5
<br />
<br />CF
<br />
<br />6
<br />
<br />..
<br />.........J...:y.,.,..1"j'(;:-#.
<br />
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