|
<br />Table 4.1.1 Column Capacities Supporting Conventional Consll"tlcdon
<br />
<br />Aluminum Posts
<br />z- . Z- x G.""'" _ ExlrualolI . Aluminum AJIooI _3 T ~
<br />lIuimum _ AJIowIlllIe Root A.... in
<br />Kolght LoH in l.be.. Squon 1'_ for Vono...l~ on_
<br />-4,- 2064 :1
<br />1-'. ::!
<br />3'., '.>04 22
<br />"'.,. --,m- .,
<br />Z- x )" . O.OW _ ExlrualolI. Alum"'_ "11o?i 5Oe3 T ~
<br />__ _ ~Ie Root"'-!n
<br />K.loht LoH In l.be.. ~ 1'_ for Var10ua ~ on_
<br />~ ~~ q
<br />1';;. 2502 .5
<br />.n, ::9
<br />'ZO.:} '.;97 2.1
<br />3- x 2- 1. 1).070"" Hollow ExlrualolI . AJumtnurn Alloy lS063 T..f
<br />_ _ AJIow.o~ _....... in
<br />'-lelaht Lo.d In l.be.. 3<1...." 1'_ fOIl Vanoua u-ia on "-
<br />1- J.4V8 5'
<br />1';;" ',58- >6
<br />10".n 1," 36
<br />~,~ V
<br />)" X )"x O.~ RDlII'_. Alum""'''' AJIoy l10S ~,.
<br />_ _ AJ~ Root"'- in
<br />_ Lo.d In l.be.. 3<1...... 1'_ fOIl VlIl\oUa loeda on _
<br />'O.;r 2~ q
<br />\ 1'-8" 1}Bll 12
<br />1 -4 1_383 25
<br />1 ~ ~,Q.42 '9
<br />)" x)". 0.__ RDlII'_. Alumin"",;.lIoy J10S ~'4
<br />_ _ ~Root......",
<br />Ke+aht Lo.d in l.be.. S<luaA I'Nt for Vanoua u-ia on _
<br />,,'.or J eoo 54
<br />, 2". 1()" ~700 <3
<br />\4' ~ 101' J8
<br />16'-0. '.575 25
<br />)" x )" . O.DGQ" Fl<Md HolJo.or fxl;n.aloft . AJuminum 6OS3 T ~
<br />lhx1mum _ AJIowaOle Root...... In
<br />K.loht Lo.d In l.be.. S<luaA 1'_ fOIl VatlouS u-ia on _
<br />,,'., 3.408 6
<br />, ., L..l:&!f ~
<br />15'-' 1. :.s
<br />lr-' 1,49t 2.
<br />~
<br />Fnd Roof ~ _ Arooo .,,~ ~ S_ ='S': SlnJ<::lure ~.,~
<br />,,= 5 x (1'/12+ O.H.~ ~'S". r, W=I2", and O.H. = 1 C'">en: ,.... = 56 Sq. Fl.
<br />Far. 10'-1'. ;>ootand'2O m.p.n. wind Ioed or 23 ./ Sq. Ft;x>:st~ on:
<br />.') 'Z' x J' SI1all Sedlon
<br />21 ~ pool >=- _ beOow me 'Z' x J" SillIO Sacoon
<br />.M><n,.,a condiions _ a pool ~ <JI'O' in a '20 '-'PH wind.......:r x:r Roe
<br />COULD NOT SE '.-.I ~ _ t is moco lhan , 0' tal t can OI'IV SlJPIlQrt ~ SF 01_.
<br />On l!le Fotmod _ hand. .3" x:t' FlutIod ~..." . post haq( 0110'. 7":an ~ an
<br />..... <JI , Z! ~ feat 01..- ThA. ~ must >ataIv 00d1 heog/Il on<! ..... reQ\NOmOnts.
<br />
<br />Table ....1.2 Column Ca$)acitlu Supporting Conventional
<br />
<br />Aluminum posts
<br />3- x J,- x O..oiO"' HoUow E:drua~ . AJun'llnUlft AJ~ 6063 T-a
<br />__ _ ~RoofArM",
<br />Helaht Lo.d In l.be.. s.,.,.... FOot fOIl Varioua loeda on P_
<br />~".1o- :Ii$4 33
<br />~3-' tS88 -ail
<br />., 3 ..4 Sot
<br />.W' 22M 4'
<br />)" x )" . ~.12S" Hollow E><lru5_ . -'lwrunum AJIoy 50Q T ~
<br />__ lIulm"'" ~ Roof..... 1ft
<br />_ t.o.cllft l.be.. $quaA 1'.."" v_ ~ ""_
<br />I . l3,g,-'
<br />16".\- 5,184 93
<br />1.... 4~ r
<br />N-r 3:024 54
<br />.... x .... x 0.12..5. HoUow Ex:iNI.ion . AJumanum AileY 5013 T...
<br />_ lIuimunI ~ Roof..... '"
<br />Helaht t.o.clln l.be.. 3<1UMO I'M fOIl VIt1o<;O ~ on 1'<*
<br />'S'-~ 9.3\ 158
<br />'6'-.5 d <;e4 i~S
<br />21 5.432 9
<br />23'-8" 4.0 . 13
<br />
<br />Table 4.2 ScMduIe of AlI~ble Load. I Maximum Roof Ar.. f~ AIl<:IloB
<br />Ancllor1llnto wood for ENCLOSED buildings
<br />.-....- t.o.cllllulm.n 10M .... \Sq. Fl.) ca 121 IU'.H. wind 10M
<br />
<br />~ Nw:1>at -.- of Anc:hoR
<br />xEm_ 1 Z ]
<br />':..x,. ~1'-sF 52flj1fz2-sF 792M33-SF
<br />,:." x 1.112" 336Il'11-sF 7921l/33-SF ,,~
<br />1.4. x 2.'12" ~'32OlII5S-SI"!l8C*I83-SF
<br />5/,lI" x," l1zt113-SF 52~ ~
<br />5/,lI"x',,12" ~ ~,~
<br />5/1l1" x 2-112" T3ClW33-SF'~ 234OlII9O-SF
<br />3/lI" x," JSea1115-SF 71zt13O-S1' '~5-SF
<br />"J,~J: 1.,rr 534M22..sF 106~l4S..SF ;~7-sF
<br />3Il1".2.112" ~1-sF 'Ta)//(74-S1' ~1I1-SF
<br />
<br />~ into concnrte for ENClOSED bUildings
<br />~ l.ood / MaxmJm load a<M lSq. Ft.llJ '20 1ol.P .H. wind load
<br />
<br />~ Nw:1>at >I<.mbot of Anc:hoR
<br />x En.bedrnonI 1 Z ]
<br />~,'4. 'l1.,rr 7571f.32-sF 1514#I6J-SF 221~#I9S-SF
<br />loW' x ,.,12" '057fI<<-SF 211~ l17't(1J2-sF
<br />'l2"x,-':'. '.~ Z5Il6II'120-SF <J29;W18O-SF
<br />
<br />Steel Posts
<br />_...1<.0.1. s_
<br />-
<br />Lo.d In l.be..
<br />'0,050
<br />.30
<br />5.53&
<br /><371
<br />]"x 3"x" G>>o. CA P_ ...1u..I. s_
<br />-- -
<br />H.laht Lo.d 1ft l.be..
<br />'9'-< ' .8
<br />21'. 1 ,'30
<br />2:r ~ 97n
<br />2S'~ S,
<br />."x.".'4 G.. >II p_...1u..I. S_
<br />_ --
<br />_ Load In l.be..
<br />
<br />]".)".,.~
<br />-
<br />-
<br />
<br />~flJX1IArMln
<br />~ Fa.ot fOIl Vati0<4 l.oadI on "-
<br />179
<br />,
<br />'01
<br />
<br />19.,
<br />21-
<br />21'''
<br />
<br />~ Roof..... in
<br />5<Nara 1'_ fOIl Varioua loeda "" 1'<*
<br />
<br />209
<br />,60
<br />'23
<br />
<br />~flJX1IArMin
<br />Square Fa.ot fOIl Varioua ~ on P_
<br />
<br />28"..a"
<br />,9'.1" 3 J50 '6
<br />3Z..q ~'iIl ,
<br />A'~ 5.500 ~
<br />
<br />4
<br />, 05/li1II4SF
<br />1~
<br />26OOIl" , G-SF
<br />'2~-sF
<br />'a~
<br />J 12Oit11 JO.sF
<br />'Q~
<br />2136001l9-SF
<br />3S6Oi11t1 <3-SF
<br />
<br />.
<br />l02~ 25-SF
<br />. 22&llI17&-SF
<br />57r.;t1'2.,-sF
<br />
<br />I ~~L~
<br />I 1.07 L ) i
<br />
<br />~L C ----"'11 i
<br />I l.J3L 3 I !
<br />r " i I I
<br />! G G !
<br />LL-L-L-L-L~
<br />
<br />GiRDER SPUCE LOCATION DIAGRAM
<br />
<br />Table 4.3 Allowable Head8f Spans for Exteri<< Bearing Walla
<br />Headen Constructad of #2 Grade Non.,jenu PIne wi Of wlo PreuUf8 Trea1melrt with 112" ~Iywood Spacei'
<br />Supportlll9 Aluminum Roof t.c.da Only
<br />
<br />W1nd Lo.d 1 AwlIod Lo.d
<br />',0 IU'.H./ VIISa. ft. '20 ".P.J1./l11isa. ft. l.04IU'.H./ "-Z tIS4. R.
<br />.- sa. H_ sa. _ SIxe
<br />ill N (21 N ,21 N c;Q N l21 N '21 N (21 I I'll :., fN l21 N (21 N ;21 N ;2l N
<br />ROCJt Spa Z x, J Z.... J 2..,. J 2: z 12 J 2 It' J 21:' J 2.111 J 11. 1J: I J h. J %.... J 2.HI J 2.,2 J
<br />u.rnt><< ~ l.urnl;<w ~ l.umbot Glade
<br />V~. I ........ ........ ..,.".. V~. 11...... ...,.. .. PM V~. .. PM ...... ........
<br />ilYi _ Bu _ !luI W\dtlI
<br />Z '5'-3" 1 '9'.." 1 23'-~ , 21l'-~ , 15'-3" , <S-~ , 23'-~ 1 26'-9" , '5'-8" 1 <S-'Z' 1 <S-2"' , 26'.9" ,
<br />. 10'.'0-' ':r-5" 1 16'.1' 1 '6'-8" , '0'-'0 , '6'.,' 1 '6'.,. 1 '6'-3" 1 '0'-10' 1 1 1l'.1 , 1 16'-" 1 16'-3" 1
<br />" 9'-7:' 1 "'... 1 13'-3" , '5'.7' 1 9'-7:' 1 \1'.." , ,:r-3" , 15'-7' 1 9'-2"' , "'... 1 13'-3" , 1:1'-7' 1
<br />14 1l'-7:' 1 10'.'. , 12".'" 1 ,:r.', , Il'-'Z' 1 '0'.,' 1 "2"." 1 ,:r." , 6'.'Z' , 10'." 1 '2".'. 1 ,:r.\1 1
<br />" r-3" 1 7.." 1 "'-~ 1 '2"-10- 1 r..... , !l'..' , \1'-2" , '2".'0' 1 r-3" , 7..' 1 "'-2" , '2'.,0' ,
<br />ZZ r-,. 1 1l'-3" 1 10'.5' , '2'"" 1 r-" , iJ'-8" , '0'-," 1 12""" 1 7'-,' 1 6'-3" 1 '0'.5" , '2'"" Z
<br />:zs 6'-3" 1 6'-J' 1 9'.1\)" 1 "'... I 5'-3" , iJ'~" , 9'.1\)" 1 \1'... 1 6'-8" , 11'.3" 1 9'.10" 2 ,,'..' Z
<br />JlI 6'... 1 r-,O'" 9'.5" 1 10'-'0- 1 6'..' 1 r.'O" , 7-S" 1 '0"'0' 1 5'..' 1 7'.,0" 1 7..... 2 '0'.,0' 2
<br />U 6'-3" 1 r-3" 1 7-2"' 1 10'.7"' 6'-3" , r-r 1 7-2"' , 10'-7' Z 6'-3' 1 r-3" 2 7.7:' 2 10'-7" 2
<br />_ 'IN..J. .'lN~I1UIl"be<a1jad<_ dtl1e numoor<JI,adt sllJ<ls <S 11) ",",,1M 0_"""1 oe~ by. $<<roO 'JIlIQUIIi pst
<br />-
<br />2l.la* SlIJdtI .... .-.nod '" bI .:z _ pone. or tlr.
<br />31 UN "0 M.P.H./V Sq. R. ro.~desq1_18a il1an \10 M.P.H.
<br />4) ~ ioalllndudeo :zs I Sq. Ft Oead load.
<br />51 EluOdin9 _ '" measnd ~ to !he ""'.. For _~ _ _ _ sosna """1 De ~led.
<br />
<br />Table 4.4 AJlowabJa F100t' Joist Spans for 0>1cls and F100n
<br />Jo<am ~ <JI.:z Glade Non-<lenw PIne wi or _ ProsauA T_
<br />Suwortir>t flJX1I _ c.ilIr>s l.oadI Only
<br />
<br />Tabla 4.5 Allowable F100t' Of Oeek GIrd... Spans
<br />
<br />Girders COt1etrudad of "TWo (2)12 Grade Non~ Pine WIth 112" Plywood Spacer
<br />Supportlll9 Floor [)qd loads and Uve Loeda
<br />
<br />""'"' !.Dad
<br />
<br /><5II1G.1\.
<br />
<br />~ It.
<br />
<br />"""""' SOd Oouble SI*' ....,.. "'-' 00ubIe _
<br />
<br />S:'" rl.ri Z'"zrlr.1r1r:l1r rl.rlrl.rp.x1r{rx1Z" rl.rlZ""'I.;~-"-~~"11' r:lr rt.rll"'x,rfrx1r
<br />
<br />u.nbar ~ u....l>er ~ l.umber Glade u.rnt><< Glade
<br />V~. .. V~.;...- VI. ;...-;..-lR.... ..,~. .."'~l'IO<<la......
<br />~~ ~~ ~~ ~~
<br />lZ- "'_7" '5'-:1' 17.." <S.." "'-1" 15'-:1' 19'''. <S... \1'.7'1 '5'-:1'1,9'''. <S..' ,,'-7" 15'-3. 19'... <s..'
<br />15" 10'-7' l:r-la1 Ir-1" 21'-3" 10'-7' ,:r.1 ,.,..7' 21'-3" 10'-1" '3'.101 ,.,.-rT21'-:1' 10'-7' '3'.,0" ,,,,.1" 21'-3'
<br />.." 1.J' 11-1" '5".." 18".7' 9'-:r 12'.'. '5'... 18"-1" 9'-3" "2"-,.1'5'.."1 '6'.7' 9'-3" 12"." '5".." 16'-7"
<br />
<br />_: 1) i\wiiOd load __ 511 Sq. R. dead Iaocl b dedi. JQ;oI ~ ilaIoo _ .. part a( IInm'Q spin
<br />2) JQ;oI shaI bI _.,...., ~ at>d naolecl~. S;lIciI'O at fooolshal na bI"""""'-
<br />
<br />Lo.d W1dII1
<br /> Z-..-
<br />to Glrder
<br /> S.P .E.
<br />8"4' 6'-7:'
<br />8"4' 5'.7"
<br />'0'4' 5'-'Z'
<br />12'4' ,"..".
<br />'4"4' "-3"
<br />Glrder ~
<br />-
<br />
<br />Load WldIlI
<br />
<br />to G'-
<br />
<br />8"4'
<br />1'4'
<br />'0'4'
<br />'2'-<1"
<br />'4'4'
<br />- SpOQ
<br />-
<br />
<br />''''''''''
<br />
<br /> .-- Lo.d
<br /> 5OIIsq. I\.
<br />5ln<lle _ Double 5"*1
<br />z-.r z-"1z-.,r Z-..- Z-x'- r "~z- .1:1'
<br />~ Glade l..llmbor ~
<br />.:z P1f<E R. f'l1jE R. f'l1jE S.JI.E. R. PINE .:z P1HE .:z Pl/IOE
<br />_ S.-. GIrdor SQM
<br />iI"-'" '0'-3" '2',S" 6'-2"' Il'.'. '0'-3" 'f'Z.~
<br />r.." 9'..' "'-3" 5'..,. r.... 9'.... "'-3"
<br />6'.11]" 1l'-3" 'a-3' 5'-'Z' 6'.,0" iI"-3" '0'-3"
<br />6'.S" 6'-2"' 7.'0" .....". O".S" iI"-2"' 9"'0"
<br />I!".,.. r-.,. ~.." "-3" 6"'.1" /"..,. 9'..'
<br />~ ....8
<br />
<br />z-..-
<br />
<br /> Awl*! Lo.d
<br /> 0llItI.q.1\.
<br />SincJe s.-. Oouble 5.....
<br />z-..- z-,,~z-"r Z-x'- Z-x'- Z-'1~Z-'1:1'
<br />I.u_~ luml>er ...-
<br />..:z PlNE.:z f'l1jE~ i'tNE S.P 1'. .:z PlHE .:z P1l'lE R. PINE
<br />l:J1rdor SDM Gltdor SDM
<br />r-3" 7-3" "'-9" 5'-10" r-3" 9'-3" "'-'"
<br />5'.,," iJ','0" 10'-3" 5'-3" 5'.". iJ','0" 'a~
<br />O"-S" iJ'-2"' 9"."" .....1'. 6'-," iJ'-'Z' 9'.11"
<br />5".," r~ '1... I.'.r 5".,. r-3" 7...
<br />s.g- r.... ;r.,0" 4'-5' .,..,. 7'.... iI"-'O"
<br />'OlE ....8
<br />
<br /> Tn"'" 5
<br />z-..- Z-..- z-.~r.'r
<br /> l.umber ...-
<br />S.P .E. .:z PlNEI.:z PlNI!.:z FrNf
<br /> GlrOw 5.....
<br />6'-2"' <1'.'. Hr..r '1.S"
<br />5'-'" r.... 9'.." ,,'-3"
<br />5'-2"' 6'.10" 6'-3" '0'.....
<br />,'.". SO-S" 6'-'Z' 9"'0"
<br />"-3" 6'.,. r-.,. 7....
<br /> A.8.C.D
<br /> Trlole SCM
<br />z-..- Z-..- z-,'~r,'r
<br /> l.umbot ~
<br />S.P 1'. .:z PINE .:z P1NE .:z PINE
<br /> GlrOw Sllllft
<br />5'.,0" r-r 9'-8" "'..,.
<br />5'-Y' 6'.,," 6'.,0" '0'-3"
<br />....11. iI"-s" SO-'Z' 9".".
<br />4"--r lr.'. r~ 9'..'
<br />4'.s-' 5'.'1' r.." 3",'0'
<br /> ....a.c.::J ...
<br />
<br />') ^""""" load induOel . '0 . / SQ. II. dead load foI1Ioonng and jooo<. Giro<< ~ is oisG ~ in
<br />~ ...-.
<br />21 S?Hat<q at <;iItian snao De oj , 13 soon poonlS on" al'd .. "".",. ."... ,. ~
<br />J) SQa<1S """-' '"090"3 ...... ,. eQUal.
<br />'I o.oema.""QI ~ ~~ st;a;I be iin"lfted to Z-4r ioCst.
<br />5) ~ l\Jmo. \:0 CJe. 2 ~ ~ ~~ u-ea~ 0CIe.
<br />
<br />S.P .F.
<br />
<br />5"-'0"
<br />5'-T
<br />.'..".
<br />4'..-"
<br />4.'.5"
<br />
<br />~
<br />(/):J
<br />wZ
<br />a::<:(
<br />::l:a (/)
<br />f-(/) W
<br />~ W Zl-'
<br />~o:OCO
<br />a:::J-<:(
<br />f-f-f-f-
<br />(/)ua~
<br />W:Ju.JZ
<br />~a::cC
<br /><:(f-c-
<br />a::(/)Of-
<br />LL..:aN~
<br />O~ (/)
<br />Cz
<br />C-
<br />~~
<br />~
<br />
<br />i--
<br />1lJ~
<br />~ ('oj
<br />a.. :3 N
<br />V).:"1
<br />::fa'~~
<br />Q)U<(,...
<br />Ci--lZ1',,,
<br />c~g;;;2
<br />Q);;o?(':::.;f
<br />~aX",
<br />CC3:d!':::.
<br />.~~w;t
<br />IlJ lU is lZ e.
<br />0",9)(
<br />Q)'a:sa.<(
<br />uffi?l:JlJ..
<br />C lU ... cu
<br />~~~.... /;
<br />roo::a.
<br />.....J~
<br />/
<br />
<br />i\UG Pzoao
<br />
<br />A~
<br />
<br />SH f:j'fr
<br />
<br />t, 6
<br />
<br />OF
<br />
<br />7
<br />
|