|
<br />Allowable Attributable Roof Area per Post for Carports,
<br />Patio Coye~, and otl'1er Open Buildings. ALUMiNUM POSTS
<br />
<br />Aluminum Post
<br />I;,.., ~i-'H '10 MP\.1 I ~.!o .~I-'~ I ',,50 ~rH 14.0 ~,..H
<br />11 :'~Q, rL 20 ;"~q. r-L i ,J ::.':5q. rl i "S .:i~Q r-L i .J" ~~q, I"'l
<br />~.,owaOle i-':oot Area In Square ,.eet !O( lanous loacs 0(1 ;.-cst
<br />1" ~ a.:Jd.4 nOllOW ub"1..ISion or
<br />
<br />Table 22,1:
<br />
<br />Nlnd l':lad.;
<br />Applied LaaC: =
<br />
<br />~Jl)mUm
<br />r\el~ht I.ca~ In Los
<br />i _ <-.J:>.!
<br />
<br />,.,
<br />
<br />, :--'0
<br />: i..A
<br />
<br />1. 'IJ
<br />
<br />11 . I
<br />
<br />"'-'J
<br />Load In \..~s
<br />< ..n
<br />" ;N4
<br />
<br />Melgnt
<br />O! .,
<br />...,
<br />Hr."
<br />
<br />i,::~
<br />
<br />" .J
<br />nelgnt
<br />, '.
<br />...,
<br />
<br />, ,~I
<br />Load In Lbs
<br />J ~o
<br />"" ':-'J
<br />
<br />,;,..'.1
<br />
<br />i =,00
<br />1,'''1
<br />
<br />,'- ..J
<br />
<br />nelg!1t
<br />il"i..;",J
<br />
<br />Lead In Los
<br />i,...;.d1
<br />
<br />
<br />I
<br />I
<br />I
<br />I
<br />Load In L~ .,\
<br />J?Vv i
<br />
<br />I
<br />I
<br />I
<br />I ,.,)-,1,/
<br />~
<br />I 1(,",;
<br />
<br />,::1::
<br />
<br />,l . I J
<br />
<br />l..oad In Los
<br />J 4'.10
<br />1.,,::;;:.0
<br />
<br />1 :-::>0
<br />1 ,~ I
<br />
<br />OJ
<br />
<br />~
<br />
<br />00
<br />
<br />,.
<br />
<br />O~
<br />
<br />-,
<br />.>0
<br />
<br />'7V
<br />
<br />'"
<br />
<br />...,
<br />
<br />I
<br />; ~ I ~:l ' J"1
<br />i ~O.OW- :-10110""" ::.x~30n or
<br />:,'" 'J' I :"
<br />, I '.::::: I I V::I
<br />;;I~ jlj) 1::3
<br />/'", I Ov I ::;2 I --0 !
<br />x z x a,IJI'T MoHow ::.xtTuSlon. Aluminum r-\Iloy MJ l~
<br />i..A" ,I',) ,"'0
<br />
<br />00
<br />
<br />,0
<br />
<br />'vO
<br />
<br />"
<br />"
<br />
<br />,.,
<br />
<br />;lV
<br />
<br />"
<br />
<br />, '7V
<br />
<br />I
<br />,,~ I ,1 . ~o
<br />::1';1 I 00 i~
<br />to I 00 " I
<br />~oll rormeo . AJumlnl,jm ~J!cy JHJ~ 11.',4
<br />1 ,~ ,\A ~i.
<br />d:, d O':J
<br />
<br />,. 4
<br />Xl
<br />
<br />,~
<br />,~
<br />4.
<br />
<br />:xl I
<br />T J J J: "u'"C40
<br />'-U
<br />
<br />e<
<br />
<br />
<br />1 J 1 O,CO''';
<br />7"2
<br />
<br />':)~ ! ~ ,:>,j
<br />~~ I I I
<br />~vlt rormed . ,~rU.nlrHJm AllOY ~'O) i1~ ,4
<br />,~ ---rsl 1..)0
<br />JO
<br />
<br />""
<br />Xl
<br />
<br />,:;::1
<br />
<br />'",~
<br />
<br />>I
<br />
<br />,~ '
<br />
<br />.J
<br />1 J x O,I,/~
<br />,'..}J
<br />::N
<br />
<br />j ~ i ' ':) I i
<br />r-luted ,'"'IOIIOW c:..xtruSlon. ....Iumlnurn ~J l-Q
<br />,'..,I -~ ,,)1
<br />
<br />.!'
<br />
<br />""
<br />
<br />;..,
<br />
<br />'.0
<br />,~
<br />
<br />co
<br />00
<br />
<br />'0
<br />
<br />0"
<br />
<br />:xl
<br />
<br />"
<br />
<br />Example:
<br />Fi('ld Roof Area '(~ Area = 'A,' ?:st S~acr('-; ='S' Str..tc~u:e Proiec~loo = \V
<br />A = S x ;-N/2 . 0 f'I i: I'S' = T, W = .?, aM 0 f'I =? than: Area = 56 Se, F:
<br />FCf a 'C'.'~" pest a"ld ,n m,p,h. 'N'~ icad Of 23: f So. Ft, i'cst ::':'1OlCes 'are
<br />~) Z" x J~ l Q,CL-A'. r;aOC'~ Eltr...s1on
<br />2i All ~~l Sl.z.~$ !:S\~::.e~ \l"e 2" x: 3" x 0 ~'~ MoHew Sec~ion
<br />Note:
<br />\Nt',ere :00 ~QI(rOrs ~cai.e a pcs~ ",e+-;!"l~ of ~ 0' ll"1 a ~ 20 MPH 'Nlnc ;:one, a 3" l ;.. ::<'011 Form~ CaUL:)
<br />NOT 5E ~sed ~er....avse w!"',en :1 's more ',ran' C' :all ~ :.an only Suo;:>ol"!. 39 SF 0< root O~ tre o~~e( r"',and, a J" 1.
<br />3- '::"Iv1.ed PO~tHlt:, a ~CS~ /"Iejgh~ of ~ C;. 7" ca('\ SUC;;;oor'l an area of ~ 28 SQ....are 'e.et ~ area, Tht.,;s aesIQ("! r""II,,;S~
<br />saJJsfy COt:'"! r,e~;lt ar"C area ieGl..llrefi'er;a
<br />
<br />Table 2.4:
<br />
<br />Wind Zone =
<br />Applied Lead =
<br />
<br />Ex.isting Slac 0" Grade
<br />with unk""'Icwn
<br />reinforcement
<br />
<br />Footings, Maximum Roof Area for Carport Posts
<br />
<br />102 ~Pf'I
<br />17 "'Sq, Fl
<br />
<br />"0 ~PK
<br />20 .:iSq, Fl
<br />
<br />'20 ~Pf'I '25 MPf'I \4C MP,.
<br />
<br />23 "'Sq, Fl 2; ltJSq, FL 32 ltJSq, FL
<br />
<br />20
<br />
<br />17
<br />
<br />'5 13 '0
<br />
<br />Isolated Feeting I Uplilt I
<br />Dimensien'- fating (#1 Maximum Attributable Roof Area in Square Feet
<br />,'.0' . 1'.0' X 1'.0'1 520 30 26 22 20 16
<br />"~.. X I'~' X I'~" 1,000 59 50 '3 :>a 31
<br />,.~. X 1'~' X I'~'i 1,320 i7 66 57 51 4,
<br />,'-a" X I'-a' X 2'.0" 2,040 120 102 89 78 54
<br />"-a- X "-a- X 2'~" 2.540 150 127 \II ge 00
<br />2'.0-.2'.0' X 2'''l' 2.040 155 132 \15 102 83
<br />2'.0" X 2'''l' X 2'..., 3,300 IS< 165 '43 127 \03
<br />2'..-x2'...x2...'14,000 270 230 200 177 144
<br />2.....2.....3'''l1 4,800 3:' 276 240 212 172
<br />":-Iotes:
<br />Isdated Footing is a pOIJred concreie re<::angu1ar solid (lengtl"l x; \Nidth I C.oeOth).
<br />SlaO en grade muSI ~e new or ,n .00d COndlt'on,
<br />
<br />Pre-Cast Block Footing
<br />
<br />Pre~st looting ~locX ( '6' x 16" X .. i al 2'" balew grade w.th eo # bag pre.mlX conc;e',e and bacH.l1ed 10
<br />grade,
<br />
<br />Dimtnsions
<br />
<br />Uplift
<br />Rating
<br />#
<br />1,734
<br />
<br />l,al9
<br />',904
<br />
<br />(II ao # Bags
<br />(2) 80' Bags
<br />(jI80' Bags
<br />
<br />Maximum Attnbulable Roof Area in Square Feet
<br />'02 87 76 67 54
<br />'07 9' 79 70 57
<br />112 95 83 73 60
<br />
<br />Table 2,2.2: Allowable Attributable Roof Area per Post for Carports,
<br />Patio Cove~, and otl'1er Open Buildings" ALUMINUM POSTS
<br />
<br />Aluminum ? ost
<br />'02 '.\Pf'l "0 MPf'I I 120 ~PH '25 ,'vIPf'I 14C'vI?f'I
<br />'7 ltJSq, FL ! 20 ruSq, FL I 23 ltJSq, FL 26 ltJSq, FL 32 "'Sq, Ft
<br />Allowablt' Roof Ar!'a ,n Square Feet for Vanous Loads on ?ost.
<br />3" . 3" x 0,090- Hollew Ext:'\J"en . Aluminum Alloy 5063 T-S
<br />J0; (,::t <::,j' ~ '1~ ~O"'
<br />,-1.3 ':14 ':d 1 ).l... Ii.';'
<br />110 1)1 'J) ~!-=' ~)
<br />I JJ I 110 I " I 0 I I I ,
<br />J" x 3- x 0,125' HOllow Exlru"on . Aluminum Alley 50SJ T-5
<br />4.01 JAb I ,,)\J' i ,':l':) '- 10
<br />.>G;:, "~':J j L"'~ I I~''J 10i.
<br />'JI ~I..'i. I I I ;:, I I:;;:' 1":0
<br />1 i d j 1,) j I 'J 'i ) 1 1"J I ':J~
<br />i 4"..-.0,125- Halle... Exlru"on, Aluminum Alley 5063 T-S
<br />048 4QiO "";, I J,a 2'; 1
<br />4" i4:t j04 I i'::l':J i.l~
<br />J<::O Lli. .:;.,;,0 L',,:t 'jl...'
<br />
<br />I Steel Post
<br />
<br />I Wind Lead = 10:< :v',PK \\0 MPf'I 1 20 ~PH 125 M?K 140 ~Pf'l
<br />
<br />I-~i.d Lead ;-- -1'7 "ISq, Fl 2a ltJSq. Fl 2j to.'SQ, F:, i 26 #iSQ,"l 32 ltJS~, Fl
<br />
<br />I ~allmum Allowable RoOf Area in SqlJidre FeetforVanousLoadsol'1 ?o~
<br />
<br />f'leignt Load in Lbs 3" x ." x 14 Gauge Post, 461<..5.1. Sleel
<br />'';:j.~v '.0,1,,;::.0 ~Sl' i :;.v..> i 4,)1
<br />".~ 1,4..>0 J.j/ I oJ". .;",)
<br />",J .~ ~,o.>8 ..l...l2 I ..:ol ..:4.~
<br />"::::l.:t 4,JI' ,~I I "~'1 I 1;1\.1
<br />Hel9ht Load in Los ." x 3-. "Gauge Pest. 461<.,5.1, Steel
<br />i:l-d I~,O{'.... ;.ij4 I /;:4 o~<J
<br />", .1 , " (3D '000 I ~ / ::l i U
<br />
<br />~.~ :: ~: I :
<br />
<br />.". .- x '4 Gauge pest, 46 1<..5.i, Steel
<br />,4.4 OJJ
<br />
<br />Nind Load ::
<br />
<br />Appl,ed Leao =
<br />
<br />Mal.rmum
<br />
<br />f'le'9l'1t
<br />11,11)
<br />': j , ~ ',)
<br />l);.iu
<br />" .HoI
<br />
<br />Lea d In Lbs
<br />, : 54
<br />'),088
<br />J,0~4
<br />
<br />2,68
<br />
<br />Lead in lbs
<br />0,li1,-
<br />::I. 104
<br />',uJ2
<br />J,UL4
<br />
<br />Height
<br />.1 J.~
<br />
<br />',0 .,
<br />1:; ...
<br />LU-/
<br />
<br />" Height
<br />
<br />Lea d in Lbs
<br />,.i12
<br />
<br />,~ .;;
<br />
<br />" "
<br />2' .oJ
<br />2.l-d
<br />
<br />0,:104
<br />;aJ2
<br />4,U14
<br />
<br />,,40
<br />
<br />do?:
<br />..::::--:>
<br />
<br />Heigh!
<br /><0 -0
<br />
<br />Load in LbS
<br />12,o~
<br />;;,.)~
<br />
<br />00\)
<br />
<br />2'3.j
<br />
<br />J" "'J
<br />
<br />-0
<br />
<br />e,
<br />
<br />04
<br />
<br />.1.4
<br />
<br />400
<br />J::lO
<br />.1
<br />
<br />1:;/
<br />
<br />1.0
<br />
<br />.>d.
<br />
<br />.il.
<br />
<br />400
<br />
<br />40.
<br />
<br />..:: ~ I
<br />
<br />i I';)
<br />
<br />,:><0
<br />
<br />1,)1
<br />
<br />o .u
<br />
<br />~~O
<br />
<br />4:'1
<br />,;.4~
<br />
<br />JO I
<br />
<br />"O~
<br />
<br />"'0::1
<br />
<br />" 0
<br />
<br />~C\J
<br />~.
<br />
<br />"0,
<br />
<br />J'=',
<br />
<br />:yo'.!
<br />,. ,
<br />
<br />~~,
<br />.,;0
<br />
<br />J11
<br />
<br />,J::t
<br />
<br />""
<br />
<br />Table 2.5: AJlowable Spans I Heights for Aluminum Pans
<br />Utility Sh~ Roof or Walls
<br />
<br />1,1/4" ~ 12" ~ 0,026" Panel
<br />Wind Overhang Condi~on
<br />Region NONE 1'.<)" 7:-<J"
<br />102 M.P,H. 7'-4" 7'-7" 8'4-
<br />110 M.?,H. 6'.9" 7',)" 7',1<:1"
<br />120 M.?,H. 6'-4- 6'-7" 7'-<5'
<br />
<br />1,112" x 12" x 0,026" Panel
<br />WiND Overhang Condi~on
<br />REGION NONE 1'~" 7:-<J"
<br />102 M.?,H. 8'.5" 3'~" 9'-4-
<br />110 M.P,H. 7'.9" 8'-'J 8'.9"
<br />120 M.P,H. 7'.. 7''<; 8'.3-
<br />
<br />'.1/4" x 12" x 0,032" Panel
<br />
<br />Wind
<br />
<br />Region
<br />102 M.P,H.
<br />
<br />110 M.P,H.
<br />
<br />120 M.P.H.
<br />
<br />~rhang Condition
<br />NONE 1'~" Z~"
<br />8'.1- 8'4" 9',,"
<br />r.<; 7' .9" 8''<;
<br />6'.'," 7'.3" 8'-'J
<br />
<br />
<br />'.117:' ~ 12" ~ o,on" Panel
<br />
<br />~rhang Condition
<br />NONE 1'~" 7:,<)"
<br />
<br />102 M.P.H.
<br />110 M.?,H.
<br />12':) M,P,H.
<br />
<br />
<br />,-4"
<br />8'.,'
<br />
<br />Q' ....
<br />.-<0
<br />
<br />10'.,"
<br />
<br />9'-5"
<br />
<br />J" ;I( 12" ~ 0,026" Panel
<br />Wind Overhang Condition
<br />Region NONE 1'.0" 2'.0"
<br />102 M.P.H. '3'., 1- ',4',1' 1a'-6'
<br />110 M.P,H. '2"'0" 12'.11" IJ-S'
<br />120 M.P,H. 11'.1'" 12'.1" '2'.7"
<br />Room ROOf ?3net span ='W' as sl'\oM1 on drQ\,,1'gS
<br />Note: To do<.ible scan install Z' x Z" x 0 036" Ex"""sl()"1 3\ Midspan
<br />
<br />8'.10"
<br />8'.3"
<br />
<br />8'.1'"
<br />
<br />7.""
<br />
<br />3";1( 12" x 0.032" Panel
<br />
<br />Overhang Condi~on
<br />NONE 1'.0" t: ~"
<br />
<br />'S-5"
<br />
<br />~ l;,' ,....
<br />.-':l
<br />
<br />'S.""
<br />14'.,'
<br />1J','()"
<br />
<br />14'.2"
<br />
<br />14'-4"
<br />
<br />13'.3>0
<br />
<br />13'.S'
<br />
<br />Table 2,3: Schedule qf Post to Beam Size and ~umber of Thru-80its Required
<br />Alumir'lum Alloy 506.) T..J;
<br />
<br />&tam
<br />
<br />lJ.'r'llmum
<br />
<br />I 7Mr\.-do:'3 ~ 1_=C"'t~ I
<br />',4" , .)i8- .
<br />
<br />S;a
<br />r x 3" l 0.050"" HOllow Tiil
<br />1" I 4" 10,050" Hollcwo
<br />r l COOl oc~- I O,100~ Self ~.ltlnQ ~,.m
<br />r t. 5'" I: O.OS<r 10,1.:0- Self Ijatln~ ~lm
<br />r x r r 0,05S"1 0,110" Self M.ltH'l(~ S4!:am
<br />r l's" 10,07;; r O,~4~ Self~ltlnQ ~am
<br />r I 9".l 0.07T I 0.21." Self Mabng ~Im
<br />r r 9" I o,car 10)06" Self ,\hbng ~am
<br />
<br />,:lo:;sI: Si:.e
<br />I)-I. J"'l OO€lO~ Sc..'lo~e"
<br />I J".l ).'1 o,ose" Sc.aIIO~d
<br />I )"1 )~l O~.. SC.llloped
<br />1)"1 )"1 O)GO- S~&l!o~-ed
<br />I J" , J- , ~ 0'>)"
<br />)", J", O,J'lJ"
<br />I J- x J-. 0.12:>'
<br />r J: r .( C, 12S-
<br />
<br />Table 2,6,1 Allowable Stud Heights
<br />Utility Sheds Framed Wrtll Hollow Aluminum E~trusions
<br />6063 T -S Aluminum Alloy (Fb = 15,000 psi)
<br />
<br />Wir"d Load
<br />Applied Lead
<br />Load: Wioth
<br />i 16"
<br />I 2.'
<br />I load v'licth
<br />r-- ',S"
<br />I 2a"
<br />I Lead ""Oth
<br />I ',S"
<br />24"
<br />
<br />load Condition
<br />,~o '~?,f'I \,0 >'\,P,f'I I no M,?,H
<br />23 . , Sq, Fl I ,6" Sq, Ft I 29' / Sq. FL
<br />2' x Z"' x o,on' Hollew Extru30n
<br />8',' C" 3'...." 7',1,-
<br />i'.J~ s',',eM 6".5~
<br />2" x. Z'" x O,O~6" Hallow Ut1"\.lSlon
<br />g'-:;" 3'..." I 8'.3"
<br />I~'" i".'" I S-a~
<br />2" x. r x 0.044" hollow E.x.tr\.iSlon
<br />0' , 9' -3' I 8'.".
<br />8'.:;" , '. IT..."
<br />2" 1 Z- X 0,055" Hollo''''''' E.z.tt\.ision
<br />",,', , i C' -4~ '1. '0"
<br />
<br />3' ..
<br />.,
<br />i'.2'"
<br />
<br />102 ",P ,f'I
<br />19"SQ,Fl
<br />
<br />\4C M,?,f'I
<br />.6.iSq,FL
<br />
<br />3'.3"
<br />T,' ,..
<br />
<br />('.','"
<br />
<br />5 ,:,~
<br />
<br />'C'.Z"
<br />
<br />7'<4'.
<br />
<br />8'.J"
<br />
<br />'5..-;..
<br />
<br />~ , '. , ..
<br />
<br />3..j ,.
<br />
<br />~..J"
<br />
<br />Load Width
<br />
<br />'5'
<br />2'-
<br />
<br />, 2'.1"
<br />
<br />3'. ~ C"
<br />
<br />8'..,,,
<br />
<br />a'.;"
<br />
<br />;"., ~ "
<br />
<br />Table 9.3:
<br />
<br />Allowable Loads On Screws And Bolts
<br />(As Recommended 8y Manufact\Jre",j
<br />
<br />...J
<br />I
<br />I
<br />I
<br />I
<br />
<br />Self.Tappir'l9 and Machir,e Screws AJJcwabJe Loads ;enSlle
<br />Sll'engll1 55,000 psi; Shear 24,000 psi
<br />
<br />
<br />Single Shear.
<br />(Ibs,)
<br />334
<br />., 8
<br />576
<br />i~
<br />75'
<br />
<br />'253
<br />
<br />Doubi'e Sheaf."
<br />(lb..)
<br />~
<br />
<br />836
<br />
<br />\, '52
<br />
<br />,.:.sa
<br />
<br />, ,522
<br />
<br />2,505
<br />
<br />3,: '0
<br />
<br />'Nithdrawal (lbs.)
<br />'67
<br />2C9
<br />
<br />2sa
<br />;,67
<br />
<br />:;ao
<br />
<br />.'0
<br />.12
<br />
<br />.~4
<br />
<br />'/4-
<br />
<br />5I'S-
<br />308"
<br />
<br />52'S
<br />929
<br />
<br />, :;&8
<br />
<br />Weed Lag Sere..... Loads
<br />U.sng Soutf";em Pine S,G" 0,55 or Equivalent 1.1rr Thic.kness
<br />
<br />Screw D;am~te1'
<br />1"-
<br />
<br />51'6-
<br />
<br />JiB'
<br />
<br />
<br />Withdra..,.,af (fbs.
<br />3%
<br />52.
<br />i\ 2
<br />
<br />35.5
<br />a80
<br />
<br />Concrete Screws And 90lt$ In Conuete, Srick or C.~,U.
<br />(Embedment ~ust Be a "inimum ef ','IZ"' Thickness With 1.'la" Frem Edge)
<br />2,000# Concrete 3,OOC' Concrete
<br />
<br />Scrtw Oiameter
<br />'i."
<br />5I1S"
<br />
<br />308-
<br />
<br />Tension lbs,
<br />iSi
<br />
<br />, ,2Si
<br />
<br />Shear
<br />3' 9
<br />
<br />e' 8
<br />, 4"3
<br />
<br />iension (lbs,)
<br />325
<br />,'e..
<br />
<br />Shear
<br />352
<br />
<br />3se
<br />, S03
<br />
<br />1'-"3
<br />
<br />',7iS
<br />
<br />Aluminum Rjvtts with Aluminum Mandrtl
<br />
<br />Sere..... Diameter
<br />118"
<br />
<br />Sin'
<br />
<br />311S"
<br />
<br />Tension {Ibs,)
<br />'29
<br />
<br />, 87
<br />
<br />;:62
<br />
<br />Shear
<br />
<br />'75
<br />
<br />263
<br />J75
<br />
<br />Aluminum Rj",ets with AI\.lminum Mandrel
<br />
<br />
<br />Tension (Ibs.)
<br />2'0
<br />
<br />340
<br />
<br />'-"5
<br />
<br />Shear
<br />J25
<br />
<br />.',;0
<br />
<br />i20
<br />
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<br />.. Deuole Shear Sere-Ns Fy = 50.54 k S I '!".'d Streng:"
<br />
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