|
<br />Table 4.1.1:
<br />
<br />Column Capacities Supporting Conventional Constr\lction
<br />osts
<br />
<br />
<br />Allowable RooI Aru In
<br />Square Fut for Vanous Loads on PoS1
<br />
<br />1-
<br />
<br />o. ,
<br />
<br />'1' ".J
<br />
<br />'0
<br />
<br />I
<br />2~. ,~. 0 O:;O~ Hollow :..",u,",on. Aluminum Alloy 606' ToO
<br />
<br />Milllmum
<br />
<br />H.,,<;M
<br />..
<br />....,
<br />
<br />--'-Mi7lmum
<br />Load in Lbs.
<br />
<br />Allowable RootA{t'~ In
<br />Square Feet for Vanous LoadS on Post
<br />
<br />./ .>0
<br />><.I,
<br />
<br />'.
<br />
<br />l.~~
<br />
<br />,.
<br />
<br />, -,;
<br />
<br />I, . ~ I
<br />
<br />,.
<br />
<br />,".2".0070" Hollow :..:ruSlon. Aluminum Alloy 606J T-6
<br />
<br />MalH'l"lUm
<br />
<br />Mallmum
<br />Load in LbS.
<br />
<br />Allcw.able Roof A(~~ In
<br />Square Fut for Vanous Loads on Post
<br />
<br />H-.I<;nt
<br />
<br />I
<br />~1~~.
<br />~
<br />
<br />0'
<br />
<br />.,
<br />
<br />(.,::l~O
<br />
<br />.<0
<br />"'"
<br />l '
<br />
<br />:~~
<br />....:111
<br />
<br />I
<br />),'''IT'X ~o;TF;mi7d'. "'umlnu", .J.liOy '105 H.14
<br />
<br />I
<br />
<br />r'
<br />~
<br />
<br />Mallmum
<br />
<br />MJllmUm
<br />
<br />Allowable Roof Area In
<br />Square Feet for Vanous LoadS on Post
<br />
<br />"'f/9M
<br />
<br />Lllad in Llls.
<br />
<br />U ",
<br />
<br />,"",'
<br />
<br />-.>
<br />
<br />~;.~
<br />
<br />I ~"oJ 1
<br />J". J". 0.050" ROil ;:ormed . Aluminum Alloy J105 H.14
<br />
<br />~'
<br />.0
<br />::r
<br />
<br />: 'co
<br />1:::
<br />
<br />MaXimUm
<br />
<br />Allo..aOle Roof Area ,n
<br />
<br />Square Feet for Various Loads on Post
<br />::>-
<br />-e
<br />
<br />Maximum
<br />
<br />Load In Lbs.
<br />O<.N
<br />
<br />
<br />1~'"
<br />:-~
<br />IQ""'j
<br />
<br />~,..~
<br />(..I-:.JJ
<br />j.J f'
<br />
<br />...0
<br />.,
<br />
<br />I
<br />3" x )" 10060" Fluted Mollow :.xt:z'1Jsoon. ~Jumlnum 606.J 7..0
<br />
<br />M,aximum
<br />He,<;n!
<br />
<br />Allowable Rool Area ,n
<br />Square Feet ~or Va ri 01..1$ Loa~$ on Post
<br />
<br />Maximum
<br />
<br />Load In Llls.
<br />J,""o
<br />1..:>:lO
<br />
<br />~ , . : 'J
<br />
<br />Qi
<br />
<br />I
<br />I
<br />I
<br />
<br />E..mple:
<br />i=irld ?:>ot A".....-a Ne-2'C~ ~;"'ea = 'A,': ~-:st $oac:f"l9 :'S' Stl\Jc~ure ~rojec:iQ('l = ~N.
<br />
<br />A = S x rN/2 . 0 H): 1 'S' = r. W = ,2', aM 0 H. = 2' ;non 'Area' = 50 Sq ;:L
<br />
<br />For a 1e'.',. ;>ost and 12'J"" p~. '.....nd ~eao or 2J = 1 Sq ;:L ;>os: c.'e,ces are:
<br />
<br />') r . J" S~ao S ect,on
<br />
<br />2) All pcs: SI;:~S listed :"'1Cw tne r x 3- Soap Sect,on
<br />
<br />"""efe JOo CO"d~KlI'lS ~tCate a ;:>OSl ,'1e<<;/flt 0110' In a 12'J MPI-l wlfld ;:()(If. a 3. x 3. Rou =:xmed COULD
<br />NOT:= "s~ ~..ause ..r.en ~ IS more 'J1an 10' :ail ~::an only sup~ 39 S;: 01 rool On tne ctner "and, a 3" x
<br />:S" i=;\.i,~ :::s~ N1'"..n a ;>os: !"\e~nt of 'O"~ i can suooort an area of 12!l sq1.Oare feet ot a(~a il".....s. c:-eslgn m\.lst
<br />sausty COt'1 n~~nt and area reqwements
<br />
<br />.<0
<br />
<br />l::r'IV
<br />
<br />;,. :"
<br />/"'"
<br />
<br />: ,;:too
<br />~.,1
<br />
<br />-"0
<br />
<br />, ,
<br />
<br />:<IIi,;.
<br />
<br />-1j
<br />
<br />Table 4,1.2: Column Capacities Supporting Conventional Construction
<br />
<br />umJnum osts
<br />3".3- x 0090" Hollo,", EJ:trVSlon. Aluminum Alloy 606J T~
<br />Mallmum MHlmum Ailowable Rool Area In
<br />
<br />Load in Lbs.
<br />
<br />Square Feel for V~rious Loads on Post
<br />.J
<br />
<br />
<br />,
<br />I
<br />I
<br />I
<br />3" x J" x 0,'25" Hollow EJ:trvSlon .Alumlnum Alloy SOSJ T.o
<br />Maximum MaXimum Allowable RooI Area in
<br />Height Load in Lbs. Square Feel for Vanous Loads on Post
<br />
<br />~ ~ :~ : . ~;
<br />
<br />" - ' .J I
<br />,V.I I .> UL" I
<br />4" x 4" x 0.125" Hollow EJ:trusion. Aluminum Alloy SOSJ T.o
<br />Muimum MUlmum Ailowable Roof Area in
<br />
<br />o~
<br />
<br />,-
<br />
<br />~LJ
<br />
<br />,.>
<br />
<br />/.;
<br />
<br />:;-
<br />
<br />Height
<br />
<br />I ~ .~
<br />':0 -:'I
<br />
<br />Load in Lbs.
<br />'1 ..\ 1 L
<br />~ ,d4
<br />, ~J~
<br />':.-J' a:
<br />
<br />Square reet for Various Loads on Post
<br />,co
<br />
<br />:",
<br />
<br />I
<br />I
<br />I
<br />
<br />~~ .~
<br />~.J -0
<br />
<br />I
<br />"
<br />
<br />"
<br />1 J
<br />
<br />Steel Posts
<br />
<br />3" . J" x 14 Gauge Post. ~o k.s.;. Sleel
<br />
<br />Maximum
<br />
<br />Allowable Roof Area in
<br />Square Feet for Various Loads on Post
<br />
<br />He ight
<br />
<br />Mallmum
<br />
<br />Load in Lbs.
<br />
<br />~'dJ I',J.'J~U I
<br />, .~ I .~J I
<br />~J" , c.>~ I
<br />.,.. I ~,J.. I
<br />
<br />3". J" x 11 Gauge Post. ~6 k.s.i. Steel
<br />
<br />MaXimum Maximum
<br />
<br />Load in Lbs.
<br />
<br />I ""Ii_
<br />I " JV
<br />J-o I ,.'U
<br />"-0 I o..~ I
<br />
<br />4" . 4" x 14 Gauge Post. ~& k.s.i. Steel
<br />
<br />I: '1
<br />
<br />,.>.>
<br />lul
<br />
<br />10
<br />
<br />Allowable Roof Area in
<br />
<br />Square Feet for Various Loads on Post
<br />
<br />.,
<br />
<br />
<br />i:..~
<br />
<br />,0";
<br />
<br />. .>
<br />
<br />'<Iaximum
<br />Height
<br />,,~ -.0
<br />
<br />Allowable Roof Area il"
<br />Square Feet for Various Loads on Post
<br />",,':)
<br />
<br />Malimum
<br />
<br />Load in Lbs.
<br />
<br />L:::.~~v
<br />~.,,)~~
<br />i, ::Ju
<br />".JV\J
<br />
<br />~;:~
<br />
<br />.>-.
<br />
<br />:~I
<br />,,,,
<br />,d
<br />
<br />Table 4.2: Schedule of Allowable Loads f Mallimum Roof Area for Anchors
<br />Anchors into wood for ENCLOSED buildings
<br />Allowable Load I MUlmum load.,.. (5'1, Fl)@ 120 M,PH. Wind load
<br />
<br />D'Jmtt~r A.ncho(
<br />.. Emla'dment
<br />
<br />""'urn ber of .$.nc.hOf"1;
<br />
<br />1114- X ,.
<br />11'- . ','12~
<br />1'/4" . 2.112"
<br />Si\S". '"
<br />Si'5~.,.,,2"
<br />5"5~ x :"'2"
<br />1:15..,,,
<br />1::;5" . '.1/2-
<br />! :..IS" .. 2.112"
<br />
<br />2SUJ 11.S;:
<br />3!r".tJ I.,SF
<br />550:L',8.SF
<br />JIZ::;'J-S;:
<br />'5G-2I20- S;:
<br />i eO::.' 3J.. S i=
<br />3Y..=n 5-S-
<br />5~':2.Sr:
<br />3,;,:-:..~7.5r:
<br />
<br />52~nSF
<br />79;:"'J~SF
<br />'J2C:s.5~SF
<br />52....':5-5F
<br />9J6:<IJ9-SF
<br />I 560=,o5-S;:
<br />71~J':"SF
<br />IC6e.:.4~SF
<br />17ee:,; "-S;:
<br />
<br />J
<br />:92:l13J.5F
<br />1 I 88:11So.SF
<br />ISSC;a18J-SF
<br />9J6J<1 J9. 5 F
<br />140....,59- S F
<br />2J.lC;ai9a. S F
<br />1 C6C;;:i4 So S;:
<br />150C,o/57.SF
<br />:570""'I.SF
<br />
<br />I 05<5..it.... SF
<br />ISe.u. >>SF
<br />2S-1C#J 1100SF
<br />12~52.SF
<br />1872::;7~SF
<br />JIZ,"",'JC.5F
<br />U2.t.=.5~Si=
<br />2! 06=1 89-S;:
<br />J5Q~'~rSF
<br />
<br />Anchors into concrete for ENCLOSED buildings
<br />Allowable Load I MUlmum load.,ea (Sq. FL) @ 120 M,P,H. Wind load
<br />
<br />Dlame-ttr. ~ncnaf
<br />I E.mbedment
<br />
<br />I
<br />I
<br />i ' r." . '.1/2"
<br />I ~IS- . 1.1/2"
<br />112- .. 1.1i4"
<br />
<br />Num ber of Anc.nors
<br />
<br />2
<br />15:.u. ,J-SF
<br />21 I.:. Ed-SI'
<br />,8Se.:.' 2').SF
<br />
<br />iS~:.':>~.S~
<br />'G57=...l~S;:
<br />~.u~'S~S;:
<br />
<br />Table 4.J:
<br />
<br />Fastening Schedule for Wall Cladding
<br />
<br />Connection
<br />251::Z FibtrOo.ard SheU1'\lng
<br />
<br />F a ~t ne r
<br />I ~ .J-14. ;al'..an'~eo roonn-; r:a,i
<br />I :c :omrT'C'-' nail
<br />
<br />lIZ" Gypsum Sheatl'lIng
<br />
<br />i '1 ;a. \.1/2. ;ah.an1led
<br />17r~~- Mao
<br />
<br />Sia" Gypsum Sheall'"ng
<br />
<br />; 1 ~ ;a. t -::l,'.&" ~aJ'..at1ll~d
<br />I 71~5' heao
<br />
<br />112" Gy~sum WaliboarO
<br />
<br />I ~ .J;84 ~rvw-all nati ..
<br />I
<br />
<br />5iS. Gypsum Wallboard
<br />
<br />1"1,2" drywall na,j ..
<br />
<br />Particle Soard Siding
<br />5116".112-
<br />SiS"
<br />J14"
<br />
<br />Sd
<br />
<br />Sd
<br />8d
<br />
<br />dboard Lap Siding. O,er S~eau,ing
<br />J cd :OtrOSton i~sistant 'M:n
<br />
<br />Direct to Studs
<br />
<br />minimUm 0.099", shank afld
<br />minimum 0 2.40", head
<br />I ~ Od :OlTos,on reSistant ,""'tn
<br />mln,mum 0 099"" Sflar.~ and
<br />I minimUm 0 2:0"11 t'lead
<br />I' 6c CorrOSlOO resistant '....,,~:':
<br />minimUm 0.092", snar.ic: afld
<br />minimUm 0 225-, /"lead
<br />13<: COfTO$IQ('I resIstant 'M~n
<br />minimUm C O9,-a st'lanl( and
<br />minimum 0 225.,1"lead
<br />
<br />Over Sheatning
<br />
<br />Direct to Studs
<br />
<br />Over Sheathing
<br />
<br />2271:.'15-S'=
<br />
<br />, 4
<br />)C:;,:,' :~.S;:
<br />422s;:'" i5--S;:
<br />5772":12.& ~ .S;
<br />
<br />) t T,.=.; 1 jZ.S;:
<br />4J29#J' 20-5F
<br />
<br />Nl.lm ber or S paCln;
<br />J- c. C al .e<;es
<br />! 6. 0 C at otr',er :ieannQ$
<br />
<br />4" OC at .eges
<br />a" o.c, at OHiet ceanngs
<br />
<br />.:.. 0 c. at ~~e'S
<br />3. 0 C at mt'ler ceannQS
<br />
<br />~.. O.:C on Cettlt'QS
<br />) 3. 0 C 0" walls
<br />
<br />i. 0 C on c e.1''''9s
<br />a.o.t on wails
<br />
<br />116' , c
<br />
<br />at top and ~onom ~.;es
<br />
<br />115- 0 C at lOp ana oottom <e..s
<br />
<br />
<br />
<br />15' 0 c, at eogesana 12' 0 C a\
<br />Intemi~late supPorts
<br />
<br />\6" o,c a\ ed..sanO 12" 0 C at
<br />Intermediate sUPPQ('U
<br />
<br />. ;:,Oe(glass sl1ea:l1.ng may ~ stapled ""ng ,6 \ja \ja/van'led staples 1""8" long 0( 112- snea:l1'"g and 1.11
<br />2" !ong fot 25r.l2 Sheatl'1lng, Staples to l"1a\te mlnlrnVm crown of 7/16- and soaced J.O C" at ~ges and S. 0 c_ at
<br />ortler ~fanngs,
<br />~ Ol)'wall n",ls snail conlom'llo Asn.t C 5~'
<br />
<br />11 SidIng applied 10 518" nel wood sneatnlng. \ 5f:l2 wcxxl struc:ural panel Of 112" pan/cleboa'" sneatnl~g,
<br />2,) CorrOSion r.sislant na.ls spaced 6" on center at eOge Il" on cenler al ,nlermedlale suppOrtS Nalls snaU
<br />t"ia..... a minimUm e-dge dlstanu 01 3.18-
<br />:3) S'dlng appheO to studs spaced :'- on cer'lter maximum,
<br />
<br />. I S,d.ng applle<! dtrecily to studs spaCed 24" on center ma..mum,
<br />
<br />S) Use annulat 01 SP4raj tnttad nails rot comtl,('lallon sl.IbftOQ( I underlayment
<br />
<br />5) ~al. must ce ct Sl.lffiCl~nt lenqtJ"\ :0 accammoaate U'\lckneu 01 $fdu"Ig 3nd Vfealt'lll'lg, l( vs~. and allow
<br />minImUm stud penelTahOn oI1.lIr I/iCr'\es
<br />
<br />...J
<br /><
<br />::)
<br />Z
<br /><
<br />(,I) ~
<br />l2...I Z
<br />5~
<br />f-(,I)(,I)
<br />Ul2...Il2...I
<br />::)Oc3
<br />O:::(,I)~
<br />f-l..l.Jr-
<br />(,I) 0::: ~
<br />l2...I::)Z
<br />:2f-O
<br />< U i=
<br />O:::::)U
<br />u..0:::l..l.J
<br />Of-(,I)
<br />0(,1)
<br />o :2
<br />3: ::)
<br />Z
<br />:2
<br />::)
<br />...J
<br /><
<br />
<br />w~
<br />:3 N
<br />0.. '" ~
<br />......- ~ "" ...
<br />C)::~;::
<br />c:~a~~
<br />c: =q: "" :g
<br />Q)f3~i~
<br />(!)j-e""
<br />.~;:UJi
<br />Wt36ae
<br />QJ";':i~
<br />U8;l~U.
<br />c:~...w
<br />," <3 )( ....
<br />'oOJ ~ 0
<br />3 'JO
<br />C'il
<br />
<br />
<br />5
<br />
<br />CF
<br />
<br />6
<br />
<br />......--r-,..",
<br />
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