|
<br />Table 22,1: Allowable Attributable Roof Area per Post for Carports,
<br />Patio Co,<,er"3. and ot.l1er Open Buildings, ALUMINUM POSTS
<br />
<br />Aluminum Post
<br />1C'Z ~~M l'O Mi-"rl 1,,0 ~r-''''' 1.::5 M?~ 1Jl.J'tli-'H
<br />I " :"~q. it. lfJ :;J~q rL I ,J .;0 Sq. r-L 4;S :;..::iQ r-L JZ :.;Sq. it.
<br />r ALoHaOie ~oof"rea.n ~quare (eel'er (anoU$LOaC50n i-'ost
<br />I." 1 0.04..4 r10((OW UCTlJSlOn or
<br />
<br />,'fInd Load::
<br />Applied LoaO::
<br />~allm'..;rt'l
<br />
<br />!"Ie I~nt
<br />
<br />l..cad ,n lbs
<br />
<br />,,,
<br />
<br />1.......b4
<br />" ~o
<br />~ 0::-;:4
<br />
<br />'1.,
<br />Mtlg1"it
<br />d."
<br />
<br />"'-J
<br />l..o.Jd In l..bs
<br />.;In
<br />, ;Ni.
<br />. :::1':l
<br />j ,:JI
<br />l..oad In LOS
<br />J,~O
<br />
<br />....,
<br />11)',"
<br />
<br />" 0
<br />r'ltlgnt
<br />, .,
<br />....,
<br />
<br />I...,n
<br />" ~OO
<br />
<br />" '0
<br />ntlgnt
<br />',[,;~
<br />
<br />i,-''j''
<br />
<br />1.,0
<br />
<br />~
<br />
<br />,.
<br />')V
<br />..,
<br />jO
<br />
<br />"
<br />
<br />ov
<br />
<br />,.
<br />
<br />:.~ I ';j : ,;;~
<br />.l J .t O.O~ i"'10110W =..x tT\,Silon or
<br />
<br />~,
<br />, 1
<br />
<br />'01
<br />
<br />.,
<br />
<br />.c~
<br />
<br />,,:: I \,,'~ -n
<br />oa I Q"j ':)1
<br />Co.! I ,,, ...,!
<br />r10110W utruSlon. Alum~num ....110y ~J 1-1)
<br />,;v ,4.0 ,,),
<br />
<br />,4
<br />
<br />I
<br />I
<br />l I. 1 v.V I \J
<br />
<br />,,"'-
<br />~:>V
<br />
<br />i~O
<br />
<br />.0
<br />
<br />I
<br />:>0 I
<br />.l J I. 0,0.4.0
<br />'4(]
<br />
<br />,..
<br />
<br />.~
<br />
<br />Xl
<br />
<br />I
<br />Load In Los I
<br />,,0<:' I
<br />'.' -:0 I '..~
<br />" :)d~ I e"
<br />'.~" I ':ll i
<br />Load in l~ ,J~ X J .r: 0.''''0...
<br />.),7J'..J..J 7"2
<br />~.,' ':.JJ ::~
<br />~.1w ,,4
<br />
<br />I
<br />I:: I?;::I ::f I
<br />~oll rorrntO . Alumlnu:-n ;"110'1' .)10) ;1.~4
<br />! ,~ ,\A "j4
<br />d~ j d 0':1
<br />O~ I ':J>,J ~
<br />;,~ I 4~ 4\.,1 i
<br />1"<"11 rormed -,,,,]uIMl"lum Ailoy '}105 rl.,4
<br />Id\..I -;--~I ",jd
<br />1.)~ .:;4
<br />
<br />"...,
<br />
<br />~ ,;4
<br />I ,o.J
<br />~elght
<br />ii......
<br />
<br />".":J
<br />,.:~
<br />
<br />0...,
<br />~el'~nt
<br />
<br />, JI J
<br />Load In Lbs
<br />Jc J...,o
<br />",::::<0
<br />: "'0
<br />I ,~:li
<br />
<br />, "
<br />"'1",
<br />
<br />,~. 'v
<br />~
<br />1
<br />
<br />"("',J
<br />
<br />h,;:;l
<br />
<br />~J !
<br />x J 1 o....W
<br />(.,;j.J
<br />""
<br />
<br />i ~ ';'d ~,
<br />r-Iuted 1'10110W r:.xO'''US1011 . ....ll,JmlnUm ~J 1.01')
<br />
<br />00
<br />':'0
<br />00
<br />
<br />,0
<br />
<br />"'"
<br />, 0
<br />:ov
<br />
<br />j'
<br />
<br />,II
<br />
<br />ou
<br />'"
<br />
<br />"
<br />
<br />,.
<br />X>
<br />'0
<br />OJ
<br />
<br />, ~ ..)
<br />""
<br />00
<br />
<br />".JI
<br />ji,J
<br />
<br />."
<br />
<br />Eumple:
<br />Fi"d ~oot A;ea"~ Area =A' ~~st Soac:f"Ig ='S'. Str..JC~u;'"e ?ro:ec~ior: = \V
<br />A = 5 , iWI2 . O..'i I: "5' = r. W = '2' ano 0 'i = 2' then Area = :os So. c:
<br />For a ,C'.',~" ;<:s\ ar-d ~n ;n,::l..~. 'N,r-d icad -0( 2'3: I SQ. i=t. ;>cst:::-,olCes-n
<br />',j 2" x 3'" x O,~.. H011C".... Ext,"us10r1
<br />2; All ;>cst 51~es !:S\eC :,eiCW ',re 2" ;c: :3"' ~ 'J ~~ 'r-IoHcw Sec:ion
<br />Note:
<br />v-.,tiere ;00 CQ("~ltlors ~lCa:e a pes; ~,e";.'jt o~'o- In a '20 MPH w,n~ ::or,e. a J" x 3" Roii Forrr,~ COlJlJ
<br />~Ci 5E I,;S~ ;e-""-1use wr:e:-1 ~ '$ more ',;-a!"\ 1 C' :all ~ ca" only 5-";000" 39 SF ~ roo( 01"'1 !.:--e C~:"e( '";a('ld, a 3'" x
<br />3" ;:h.;;e<j P~st '....,t:, a ~cs~ tlei9ht of 'C". ,.. can s~opon ~ area of ~28 sQ....are '*~:f area. i"1"\JS deslgl"'! m~st
<br />s-a::sfy OCt:"! Me>;,.,: a.'"'rd area ..eCL.'lremenlS
<br />
<br />Table 2.4:
<br />
<br />Wind 2>ne =
<br />Applied load =
<br />
<br />Existing 5100 on Grade
<br />wit.'1 ur,k.:"1cwn
<br />re-inforteme-nt
<br />
<br />150IOu.d Footing I Uplift I
<br />Dim.nsion.... fating (#1
<br />,'.()" X 1'.()" X 1''()'' 520 I
<br />".4" X 1.-4" X ".41 1,000
<br />1'~" X 1'~" X 1'~'1 1,320
<br />'.-3" X '.-3" X T.()', 2,04C
<br />"-3" X 1'-3" X T~'1 2,540
<br />2'.()" X 2'.()" X T'()' 2,040
<br />2'.()" x 2'.()" x 2"~1 3,000
<br />2'~" X 2'~" X 2'-3'1 '.000
<br />2'~' X 2'-3" X J'.()l 4,800
<br />
<br />.0
<br />
<br />'111..1
<br />
<br />, "',
<br />
<br />'''0
<br />
<br />""
<br />
<br />.0
<br />
<br />"'"
<br />00
<br />
<br />01
<br />
<br />'0
<br />
<br />Xl
<br />
<br />"
<br />
<br />Footings. Maximum Roof Area for Carport Posts
<br />
<br />lCl.',\?''i
<br />17 ::;Sq. FL
<br />
<br />1'.0 ',\PH 120 :~P" 125 ',\?'i
<br />20 ::JSq, FL ! lJ ::JSq, c'_ I 25 "'Sq. FL
<br />
<br />2'J
<br />
<br />17
<br />
<br />15
<br />
<br />13
<br />
<br />Max.imum At'.ributabie Roof Area in Square Feet
<br />
<br />
<br />30
<br />59
<br />i7
<br />
<br />120
<br />'50
<br />, 55
<br />'S<4
<br />270
<br />
<br />102
<br />127
<br />132
<br />165
<br />230
<br />275
<br />
<br />25
<br />50
<br />
<br />22
<br />43
<br />57
<br />89
<br />111
<br />1 :5
<br />',43
<br />200
<br />24D
<br />
<br />20
<br />3a
<br />
<br />6Q
<br />
<br />51
<br />78
<br />98
<br />102
<br />127
<br />177
<br />212
<br />
<br />3:4
<br />
<br />."~otes:.
<br />Isolated Foo(Jf19 is a pooreO c~c;e:e re-c~an9r..Jlat soli('j (Len9th x \Vidtn r Veolh)
<br />Slab on 9rad~ must ~e new 0( in gc<.'<d condlt:on
<br />
<br />14il .',\?'i
<br />02 "'Sq, FL
<br />
<br />10
<br />
<br />;6
<br />
<br />31
<br />4\
<br />
<br />54
<br />80
<br />83
<br />103
<br />144
<br />172
<br />
<br />Pre~ast Block Footing
<br />
<br />Pre-cast fOOtln9 ~locx ( ~ 6. x , 6'" x 4") at '::4.'" below grade WIt:' 80'# bag ,re.mix concre~e and oacxfiJ:e-d to
<br />grade.
<br />
<br />Dimtnsicns
<br />
<br />Uplift
<br />Rating
<br />#)
<br />1,734
<br />1,419
<br />1,904
<br />
<br />(1)SO # Bags
<br />(2) 80 # Bags
<br />(3) SO # Bags
<br />
<br />Maximum Attributable Roof Area in Square F'eet
<br />102 87 76 67 S4
<br />107 g, 79 70 57
<br />\ 1 2 95 83 73 50
<br />
<br />Table 2,2,2: Allowable Attributable Roof Area per Post for Carports,
<br />Patio Co,<,e~, and other Open Buildings .ALUMINUM POSTS
<br />
<br />'Wind load ::
<br />ApPI,.o Load =
<br />~axlmum
<br />
<br />Alummum Post
<br />102 MPH I '10 MPH I '20 ',\PH ':<5....?H ,4il MPH
<br />: 17 :liSq. FL ! :<0 "'Sq. Fl I 2J "'Sq. FL i :<6 #JSq. cL II #JSq. Fl
<br />Allowable ~oof Area In Square Feet for Vanous Loads on ~ost '
<br />J.' , l" , 0.090" Hollow Extro.Js<on ,Aluminum Alloy 5053 T-5
<br />:.j(j; (.;~ ~.:., i ~~
<br />do~ ,~4 ,'J;l I:)\.(
<br />
<br />I Height
<br />l--rr":l ;,.,
<br />" j, i ',,)
<br />" ,tu
<br />1/ .le
<br />
<br />l~ad In lb.
<br />0: 54
<br />J 000
<br />J.'...~4
<br />2 .5<3
<br />loa d in lbs
<br />",,11i.
<br />, :04
<br />~"
<br />J,Ui.4-
<br />load in lbs
<br />S;,,J 1 (.
<br />'::l,;,0-4
<br />',4..>"
<br />4J I 4
<br />
<br />~~
<br />
<br />I
<br />I
<br />I
<br />100 11 J I .. I d 1 I
<br />J", J", 0.125" Hollow ExtruSion. Aluminum Alloy 5063 T-3
<br />4.ij I I :.;..10 Jo4...I~ (..'JO
<br />Jo4...I~ I ('~;I L(..~ 1 ;1'-,
<br />"J' I LI..'(.. i ~ I~'
<br />1 j Ij I 'I ~', . J 01 )', 'J
<br />,.. X '" X 0,125. Hollo.... Ex trus< on , Aluminum Alloy 60SJ T-5
<br />;":'0 4{)o 4<...; .;:.d
<br />4" ..:A~ ,j"..4 ,,~::t
<br />J[j 41 i. l..:tO bJ~
<br />
<br />'''~
<br />
<br />liB
<br />
<br />i )1
<br />
<br />OJ 1
<br />
<br />'II':)
<br />
<br />.0
<br />01
<br />
<br />He'ghl
<br />'I J-1
<br />, 0"
<br />1" ..
<br />LO'.,
<br />
<br />H.ight
<br />1:'.;1'
<br />'10-'
<br />41.J
<br />LJ -i3
<br />
<br />'" 0
<br />
<br />,'"
<br />
<br />I.:.Q
<br />
<br />"
<br />
<br />2'001
<br />" d
<br />Lv
<br />1(..1
<br />
<br />,,~v
<br />
<br />"C4
<br />
<br />1 ~ (
<br />
<br />SUlel Post
<br />
<br />L_~nd load =_ -'-'-:02 __.PH \10 M?H '20 MPH 125 ',\?H '4il MPH
<br />I Apolied Load = 17 ",Sq. Ft 20 IIISq, FL 23 "5". F:. i 25 #.ISq,"L J2 "'5'1. Ft
<br />MaXImum Allowable rtoof Area in Squ4re Feet for Various Loads on ?OSl
<br />Helgnt Load in lbs J" X J.' X '4 Gauge Post,.6 1<,5.1. Steel
<br />'19-'U ~O,u::oJ :O'j~ I :oJ.J 4..)1
<br />.,;, -:J t ,4J{) ~Jt I ..lio:. .,;".;
<br />4J-~ 5,o..)~ J..:2 j .:.B~ .:.4:::
<br />(..J -:I 4,'; i , 1.:'1 I "1";1 I I:l'IJ
<br />Height load in Lb. J" X J" X 11 Gauge Post' 41l <,5.1, S:eel
<br />i'~-d I~.~IU ~,;4 I i~4 ~;;lij
<br />-t.' -I 11,tjU C:;N I ~I ,1U
<br />23-<> O."U ,,,3 I "'" 0'>0
<br />(.::-':1 o.~ 4..C'':l I ..i4J I ,)\.N
<br />Height load in lbs 4" X 4" X l' Gauge Post. .IlI<,5.I. Steel
<br />".,~ 'i,':)~ 14.4 ~J.J :~
<br />2g.j -3,..):,.0 :J:>IJ 400 4......,
<br />J"-",, 1.'~ 4.:.1 ,,>':;0 Ji'
<br />'3A -d ,.~ ",,4 (.1 ~ ".;~
<br />
<br />0<;1
<br />
<br />j ,4
<br />
<br />"00
<br />
<br />0"
<br />
<br />"',,
<br />~JQ
<br />
<br />,,~
<br />
<br />l..1I
<br />
<br />:J ~ u
<br />
<br />4';oQ
<br />
<br />4~1
<br />"",
<br />
<br />JOI
<br />,~'J
<br />
<br />,,'::~
<br />
<br />" 0
<br />
<br />"-:,
<br />
<br />J';;~
<br />
<br />.><Ju
<br />
<br />i.~L..
<br />
<br />1..' ~
<br />
<br />do
<br />
<br />"i L
<br />
<br />I',"
<br />
<br />Table 2.5: AJlovvable Spans I Heights for AJuminum Pans
<br />Utility Shoo Roof or Walls
<br />
<br />1-1/4" ~ 12" X 0.026" Panel
<br />Wind Ovemang Condition
<br />Region NONE 1'.<J" Z'::;"
<br />102 M.P,H. r -4- T.T 8'-4"
<br />110 M.P.H. c.,. 7'.<)" T'1':1
<br />120 M.P,H. 5'-4" o.T r J;'
<br />
<br />1.114" l( 12" l( o,on" Panel
<br />
<br />Wind
<br />Region
<br />102 M.P.H.
<br />110 M.P,H.
<br />120 M.P,H.
<br />
<br />0v1! rha ng Condi ti on
<br />NONE l' .0" Z' .::;"
<br />8'-," 8'-4- 9',',"
<br />7 J;' T.9" 8'..;;'
<br />
<br />6',1 '"
<br />
<br />7.3"
<br />
<br />f: ..J'
<br />
<br />1-11Z" ~ 1r l( 0.026" Panel
<br />W1NO Overt'.ang Condition
<br />REGiON NONE 1''::;'' Z''::;''
<br />102 M.P,H. f:.S- 8.-5" 9'-4"
<br />110 M.P,H. 7," 8'.{;" 8'.9"
<br />120 ,'vI.P,H. 7',,"3, 7..;;' 8'.3"
<br />
<br />1.\12" l( 12" l( 0.032" Panel
<br />Wind Ov1!rt'.ang Condition
<br />Region NONE 1'.0" Z''::;''
<br />102 M.P,H. 9'-4" 9'-5" 10'.1"
<br />110 M.P.H. 8'.,' 8'-10" 9'.5"
<br />120 M.P.H. ,.,," 8',3" 8'.''''
<br />
<br />3" l( 1Z", 0.026" Panel
<br />Wind Overr.ang Condition
<br />Region NONE 1'.<J" I 2'.<J"
<br />102 M,P,H. 13',"" 14',1- I 14'J;'
<br />'10 M.P.H. 12',10" '2'-"" I 13'.5"
<br />120 M.P,H. I 1,..11" I '2',," I 12'.T
<br />Ro::>m Roof Panel span ='W' as s~ on Ora'Mr<;s
<br />Note: To double span il'lStall 2" X 2" x 0036" ExtrJsion at Mlcspan
<br />
<br />3" l( 12" l( 0,032" Panel
<br />Wind Overhang Condition
<br />NONE l' .<).. Z' .<)"
<br />15'-5" 15'J;' 15',),,,
<br />
<br />
<br />14'-2"
<br />
<br />14'.9"
<br />
<br />14'-4"
<br />
<br />13'-3"
<br />
<br />'3'S'
<br />
<br />13',10"
<br />
<br />Table 2,3: Schedule of Post to Sum Size and Number of Thru.Sotts Required
<br />Aluminum Alloy 506J r..o
<br />
<br />S..m
<br />Site
<br />
<br />r x )'" x 0,050'" i-1011c...... 'i"'llt
<br />t' 1 .'" I. Q.~SO- Hollew
<br />;:- x .~ x 0.0>.5" 1 0,'00- Self ~.ltlI"H;I ~am
<br />T.t S'" I O.DSO'" x 0,']0" Self ,lJ,'Li/"li' eeoim
<br />r x r x O.OSS~ x 0.'20- Self t..,Iltln~ Seam
<br />r x S" J: o,on'"' 1 O,~4" Self ~ltln9 ~lm
<br />r X ," X 0,072" (0.2;:4" Sell .'I.On9 Sum
<br />r' x '7- x Q,eel" I 0306" Self Matlr'lQ ~am
<br />
<br />MlnllTlum
<br />Post Site
<br />) J-l ).., O,VSO- S'~1I0Potd
<br />1).01 J"x O,O-SO" S'.llIop..d
<br />I ).'x J"x O,:<<'l'" SC.1I'oped
<br />! J".( J"x 0,06{)" S,.1I0potd
<br />I J- I )" I Oo<}J-
<br />)"1 r x O,~J"'
<br />J" ( J" ( 0.12,
<br />J" I. :r x 0,125"'
<br />
<br />
<br />Table 2,6.1
<br />
<br />Wind load
<br />
<br />Applied Load
<br />L~ad WiOtrl
<br />
<br />16"
<br />
<br />,4-
<br />load Widt:h
<br />r- 16"
<br />i <a-
<br />I Lo.d W,Oth
<br />I 16"
<br />
<br />.24"
<br />
<br />Load 'Wiatt!
<br />16-
<br />
<br />1.4-
<br />
<br />iable 9.3:
<br />
<br />-j
<br />I
<br />
<br />I 7hf'\,j-aol~ ~ \..=0'" ',~ 1
<br />\14~ . Jia" ~
<br />
<br />Allowable Stud Heights
<br />Utility Sheds Framed With Hollow Aluminum E;t:lrJs;ons
<br />6063 T-5 Aluminum Alloy (Fb = 15,000 psi)
<br />
<br />! load Cond'Oon
<br />i \C2 M.R." '10 ~~.?H I 120 M,P.H 130 M.P.:" 14il ~.R.H
<br />I '9 # { Sq. cL 23 # {Sq, FL 1 25 4{ Sq. Fl 29 # { Sq. Ft 16' i Sq. Fl
<br />I 2" x r X OOlr HOllOW Extru,.on
<br />i '",,. 8'.'0" 8'''''' i 7'" '" 7 .'
<br />r.',," T..J'" :.\O..! 0.5" 5.S"
<br />2- :t r x O,O~6'" HQllow U'oiJSlon
<br />
<br />, C',2-
<br />2',3"
<br />
<br />?'.,;'"
<br />
<br />8'.0"
<br />
<br />7'-4'.
<br />
<br />7"--:l.'
<br />
<br />~ ".
<br />
<br />~ ~ '.' ..
<br />
<br />2'" :t r x. 0,044" Hollow utruSlon
<br />\0'.'. '" -;.' I 8',""
<br />8',3" ,-. I T-l-
<br />Z" I; r x. 0,05S..r1ojlo...... E.xtruSlon
<br />
<br />~"'L ..
<br />
<br />~ 2'. '; '"
<br />
<br />'0',',1"
<br />8',...,"
<br />
<br />\ C" -4.'
<br />
<br />3"-'0"
<br />
<br />8,;"
<br />
<br />;'0' :..
<br />
<br />c';'
<br />
<br />i'.2'.
<br />
<br />Self-iapping and Machine Sc;ews AJlowabte Loads ienszle
<br />Sll'ength 55.000 psi; Shear 24,000 psi
<br />
<br />Allowable Loads On Screws And Bolts
<br />(As Recommended 8y Manufact\Jrersl
<br />
<br />S~~e'N Diameter
<br />:::-8
<br />
<br />.~ 0
<br />.12
<br />
<br />1114
<br />
<br />'14'"
<br />
<br />S. 16-
<br />JiS"
<br />
<br />Single Sheaf.
<br />(Ibs,)
<br />3JA
<br />4' 8
<br />5i6
<br />i~-4.
<br />
<br />751
<br />
<br />, ,253
<br />
<br />Double Shear ...
<br />(lb.,) Withdrawal (Ibs.)
<br />soa '67
<br />
<br />836 209
<br />
<br />~,'S2 25a
<br />
<br />'..:;;8 :;';7
<br />
<br />"" 360
<br />
<br />2.5V5 52'S
<br />
<br />3,:-'0 929
<br />
<br />Wood lag Screw Loads
<br />Using Southern ?in~ S.G.. 0.S5 or Equivalent 1~"2"" Thickness
<br />
<br />1.~8
<br />
<br />Concrete Scrt.......s And SOltsl" Conc.ret~, Bnc,l( or C,M.Uo
<br />(E:-ncedment Must Be . Minimum 011,1/2"' Thickn.ss With 1,1{4' From Edge)
<br />I 2.000# C<>ncrete 3,000# C<>nc:e:e
<br />1 Tension lbs.
<br />I 757
<br />I
<br />I
<br />
<br />Scaw Diameter
<br />114"
<br />SI'6'
<br />
<br />Ji8"
<br />
<br />SC~t'~ Diameter
<br />1""
<br />Sl16'
<br />
<br />JiS"
<br />
<br />
<br />2',0
<br />240
<br />
<br />355
<br />.80
<br />
<br />624
<br />7'2
<br />
<br />, ,C57
<br />
<br />Shear
<br />319
<br />S18
<br />1<<3
<br />
<br />, i7S
<br />
<br />iension (Ib",l
<br />825
<br />
<br />Shear
<br />
<br />j,52
<br />
<br />\.184
<br />
<br />3Se
<br />t ;C3
<br />
<br />\ ....3
<br />
<br />Aluminum Rjvets with Aluminum Mandrel
<br />
<br />Screw Diameter
<br />1/8"
<br />
<br />Sin"
<br />3116-
<br />
<br />Tension (Ibs,)
<br />'29
<br />
<br />Shear
<br />1 ;5
<br />
<br />, 67
<br />
<br />253
<br />375
<br />
<br />Aluminum Ri....ets witt1 Aluminum Mandai
<br />
<br />~€2
<br />
<br />Screw Diameter
<br />11S"
<br />Sin"
<br />31 16"
<br />
<br />Tension lib.,)
<br />210
<br />JAO
<br />"'5
<br />
<br />Shear
<br />325
<br />430
<br />
<br />720
<br />
<br />S'ngle Shear Sc~w. Fy = 35 ,40 I< s I y,ekl Slr""...,h
<br />.. D~b[e St-,ear SC;e-NS Fy ::. 50 . 54 k S I Yleid Stren.;t~
<br />
<br />- AJJ carrel ien9ths. Cell,..S \....Oo,.;5\f1al Quality Use maf':vfacturers Qr'D ral"ge ~o matC"l tOlal 'Nail
<br />t:""QJi€SS of COl1nec~n Use Cf';art To Seiect see'""" U S r1vet SuC:stllut<:ln o( 30C."1Q(
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