|
<br />!
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />
<br />Table 2.2.1: AUowable Attributable Roof Area per Post for Carports,
<br />Patio Covers. and other Open Buildings - ALUMINUM POSTS
<br />
<br />Aluminum Post I
<br />, :o~ M"H I ~'; 101"; i ~"; M"; I ~L;SM"; I ;; 1011-'1'1 I
<br />I " Sq. cl. I ::''1. I. I ::''1, t. I 4 q. t. I' sq. ct. I
<br />I 1"\~IOW~Ote I"'{OOT Nea In ~Q:uare reel TOf vano\.,lS l..oaos on r"Ost I
<br />! ~ .l" X \I.V~ nO/iOw c:Jttru30n or [
<br />
<br />I
<br />
<br />t'Vln(J Load ::
<br />
<br />Applledi lo.d ::
<br />
<br />maximum
<br />ne'gm I ,-oa.. ,n ,-uS
<br />1-4 i ~.~
<br />~~I i :;.40
<br />
<br />.I,J''':'
<br />
<br />oN
<br />
<br />, .
<br />""
<br />"0
<br />
<br />:>:l
<br />"<>
<br />Xl
<br />
<br />01
<br />
<br />~ ,~
<br />N.J
<br />
<br />:I ~ 'r,.)
<br />
<br />:-~
<br />.."
<br />
<br />0-,
<br />~~
<br />
<br />..
<br />j I ~ I
<br />
<br />0'
<br />
<br />40
<br />
<br />:;."
<br />.. x,.;; I. J.Ci~
<br />
<br />I .0...0 in :-=5
<br />
<br />:1elgnt
<br />o-~
<br />
<br />:"lOIICW =..x CiJSlon 0.,.
<br />
<br />4.',n ~1 I.:.t '='! .\,0
<br />.:.. :0" .a I I ,,: I IV~ I :10
<br />:"" -'" I d0 I .. ",
<br />I ,;:1 Ii,,", ) 'N ~ :.c:. l .:.AQ ,I
<br />I I..oao In Li:l$ I ~-.1 r x :J,07IT :-10How !:.XtTuSilon. Aluminum Alloy ~J i-o
<br />J.4VO I cJIV I ',U I ,"<l I ,01 I
<br />I L.=--~ I ~~J ~.::.o I 111 I :70 I
<br />I ~,~ I " I " I ~ ! 10 !
<br />I "L,..:11 I ~ I I:' I ~ I ~, I
<br />I lead In Lns I J 1 J r. 0.040 r(oll t-ormeQ . ~umlnum ,:u,o)' J'U~ rl.'4
<br />I ,,-Xl' I ~ I ,1. I V4 I 'U. I
<br />I ~.. Db I r..;~ ! d:i I ~ I 0::11 I
<br />" oO~ I e.: I O~ I '>V I o.J
<br />1 (,,;<::,,:: i ~, ! U I ,,~ ! 4<J ,
<br />1 LOid In L~ ~-1 ,J- X 0.00''':: /"1\'11, rormed . ,:JUinlnum "'IOY i'O~ rl.~41
<br />! .).~ I --c2 ; d(,j ~I t '.>0 I
<br />t "-"l.\i I '" I '0:> I " I ,\)4
<br />I ~. ii.,U I ,,,,4 i 'V:J I ,.1 I 0 I I
<br />, ::,~ :.) I I '::1 I Od I 01 i
<br />i Load In L~s I J x J x t).....W r-luteO r101l0'N uD"'\.Ison . Aluminum ~,J l-G
<br />I
<br />I
<br />f
<br />I
<br />
<br />:Yo
<br />
<br />.."
<br />'IT."
<br />',~,)
<br />nel1~nt
<br />0'"
<br />.."
<br />.U.i1
<br />:,-.)
<br />~et9ht
<br />'\U~
<br />~ i ..0
<br />
<br />,0
<br />ON
<br />
<br />~I
<br />
<br />1,;1
<br />OU
<br />...
<br />4,
<br />
<br />, 4
<br />
<br />:>0
<br />..~
<br />->-J
<br />
<br />1,)-4
<br />
<br />I
<br />I "-.1
<br />I"elght
<br />i ",,-,
<br />I ,"',ll
<br />I ,4-<1
<br />I ,b."
<br />nelgnt
<br />
<br />, '0
<br />
<br />0"
<br />
<br />=
<br />..~
<br />
<br />Ii "U
<br />
<br />.).4....0
<br />
<br />.JJ
<br />
<br />"0
<br />
<br />:,)1
<br />
<br />,UI
<br />dv
<br />Ot.
<br />
<br />, ('w
<br />
<br />I';",,,,,
<br />
<br />'.,::.u
<br />
<br />.10
<br />
<br />:~b
<br />
<br />",-::;..a
<br />
<br />:'.:~
<br />., ~ .
<br />
<br />:"'"
<br />.,...:ti
<br />
<br />""I
<br />
<br />~
<br />
<br />:>0
<br />"
<br />
<br />O-Q
<br />
<br />.,
<br />
<br />'1
<br />
<br />Example:
<br />F,r-d ~oot Atea Nee-:led Area = A' OCSl SoaClng =S' S\""'<:I\,/;'e P""JecllOO = W
<br />A= 5 x ;eN12' 0 H): .'S' = r, vv = 'z. an<: 01'1.: 'Z'!'\et'[ Area = S6 SQ. rl
<br />~or a ~C".n" ;>cst ~ "Z'J m,O.n.. 'N'1nC.e&j ';J( 23:: I Sc. ~t ::>cst :""'IQfCes-are
<br />~) Z" x ),- l O.~- n~io-N E.xtr'\A~
<br />21 All ;>0'51 Stzes IIS.e-: :--eCN :~ 2" :c 3- x ': ,~.. ;-":oHcw Si!CtIQn
<br />Note:
<br />,-'./here ;Q() COf"lOrtQns ClCate a ;:X;Si ;-,e~!":: ot .,:J l:"I a "2D MPH 'N~e :'O:"'..e. a 3" x ~- Roll Forme-: C OUL:>
<br />Nor 3E used ~vse wr"", ~ 's mOre '~.an '0' ,all r. can only svo;>ol'l 39 SF 0( ,oot On the Co,,", ~. a 3- x
<br />3" F'luted Post wrt.~ a po~ t\e'9ht cd ~C".~.. can suO?'Qn an area of "23 so-,Ja~ feet ot area. i"'hvs, oes9" must
<br />s.at!S1y t>oU"l he'9-'"tt a.~ area reQ\JirelT',en-;s
<br />
<br />Table 2.4;
<br />
<br />Footings" Maximum Roof Area for Carport Posts
<br />
<br />Wincl Zone ~
<br />Applied LOoId:
<br />
<br />I 102 MPH I 1'0 MPH I '20 MPH I '25 MPH I 10C MPH I
<br />I 17 #ISq. Ft. I 20 #lSq, FI. I 23 #lSq, FI. i 26 #/Sq, FI. I J2 #lSq, FI. I
<br />
<br />Existing Stab on Grade I
<br />with unknown
<br />reinforc.emt>nt
<br />
<br />\
<br />
<br />20
<br />
<br />17
<br />
<br />'5
<br />
<br />'3
<br />
<br />'0
<br />
<br />i$Ola~d Footing I Uplllt I
<br />Dimensions"" fating (111 Maximum Attributable Roof Area in Square Feet
<br />"~ It 1'~.. 1'-01 520 I 30 I 26 I 22 I 20 I 16
<br />"..~.. "..~ It 1'''' 1,000 I 59 I SO I 43 I 38 I 31
<br />"~".. 1'-6'".. 1'~1 1,320 I i7 I 56 I 57 I 51 I 4'
<br />,'..". ,',r It Z'-o1 2.tl4O I '20 I '02 I 8'3 I 78 I 54
<br />1'''-" 1'''-,2',,-, 2.540 I 1SO I 127 I ", I 98 I ao
<br />2'~. Z'-o".. 2'''', 2,S40 I 155 I '32 I "5 I '02 I 83
<br />2'~ x 2'.(f' . 2'~1 3.300 I 1~ I 165 I ',43 I '27 I 103
<br />2'..-.. 2'of>".. 2'-61 4,000 I 270 I 230 I 200 I 177 I 144
<br />I 2'of>". 2'-6'" I 3''''l 4,aoo I 324 I 276 I 240 I 2'2 ! 172
<br />- Note s:
<br />!sdilled Footing is a ~ conc..-",e re<:tangu'ar solid (L""9th x Width x OeI>'h).
<br />Slab on grade mvsl ~ new Of in good Conditkln,
<br />
<br />Pre-Cast Block Footing
<br />
<br />Pfe~st footing blocJ< ( 16'" . , 6'" I 4- ) at 2.- below grade WI~" ao # b<l9 pre.rT1lJ. cooaete and badctilled 10
<br />grade,
<br />
<br />Dimensions
<br />
<br />Uplift
<br />Rating
<br />(.)
<br />1,734
<br />1,8'9
<br />
<br />1,904
<br />
<br />Maximum Attributable Roof Area in Square Feel
<br />102 I 87 I 75 I 57 I 54
<br />'07 I 91 I 79 I 70 I 57
<br />112 I 95 I 83 I 73 I 60
<br />
<br />1'180 # ~!lS
<br />(2) ao . ~!lS
<br /><31 ao . ~!lS
<br />
<br />Table 2.2.2:
<br />
<br />Allowable Attributable Roof Area per Post for Carports,
<br />
<br />Patio Covers, and other Open Buildings" ALUMINUM POSTS
<br />
<br />AJumtnum t"ost
<br />
<br />I 102 MPH I "0 MPH 120 MPH I 125 MPH I 140 MPH
<br />
<br />17 #/Sq, FI. I 20 I/ISq, F~ 23 #/Sq, FI. I 26 #/Sq. FI. J2 #/Sq. FI.
<br />
<br />Allowable Roof Aru in Square Feet for Various Loads on Post
<br />
<br />J" x 3" x 0,090" Hollow Extrusion. Aluminum Alloy 6063 T of>
<br />
<br />.J<J, I <,. I uo I ". I
<br />U:~ ! 1~4 I ',0. I ''''' I
<br />0/0 I " I '.' I 1 ,0 I
<br />'''-' I ll~ I "" I 01 I
<br />J", 3- x 0,\25" Hollow ExtruSion, AJumlOum Alloy 6063 roO
<br />I 001 I J40 .J<J I ,,"" J "0
<br />I .J<J, I .~~ LI.~ I I'" I '0<
<br />~I I m I' I ,~~ I ,0
<br />10 I 101 1~ I 110 j ,;,
<br />4- x." x 0,'25" Hollow Extrusion. Aluminum Alloy 6063 r..
<br />""" I 400 "'J;' I ->.:><> ... I
<br />41l I J4" ~ I "c. "0
<br />.~u I 'IL ,.>0 I 'v. IU
<br />""" I ,,1.>4 /I I:>' lL/
<br />
<br />I
<br />L
<br />I
<br />I
<br />I
<br />
<br />Wind Lo.d "
<br />
<br />Applied Load:
<br />
<br />Ma.ximum
<br />
<br />I LoadinLbs
<br />I '. \&4
<br />I .J.0<Xl
<br />I J,W,,4
<br />I ,."Cd
<br />I Lo.d in Lbs
<br />I 0,''''
<br />I " '''''
<br />I 4,03,
<br />I .J,UL4
<br />Load in Lbs
<br />
<br />Height
<br />'lV
<br />'0' 'v
<br />0- 'v
<br />,. 'v
<br />Heighl
<br />'..-~
<br />'6.1
<br />1il--4
<br />':'V'I
<br />Height
<br />,~-~
<br />',o~-,
<br />", -u
<br /><0-<>
<br />
<br />.,J1,
<br />0,,,,,",,
<br />,,432
<br />4,Ui4
<br />
<br />'0'
<br />""
<br />"
<br />
<br />I
<br />I
<br />I
<br />I
<br />L
<br />I
<br />
<br />I Steel post , .","
<br />_ L Wind Load" I'''' II.PH I "0 MPH I 120 MPH I 125 MPK 140 MPK j
<br />
<br />I ~i'ed load ;--117 ....Sq. F~ I 20 #/Sq, F~ i 23 toISQ, F:, i' 26 #iSq. c~ I 32 #/Sq, FI. .
<br />
<br />I Maximum Allowabl. Roof Area in Squ.re Feet for V. rious Loads on Po",
<br />
<br />L Height Load in Los J" x 3- x 14 Gauge Post. 46 I<.s.i, 5 lee I
<br />i ",'v I ',U.U""-l I ,. 1:>U~ '~I
<br />! ,,-.. I .OOU I .~, I 01< I o,~
<br />I "0" I ,.oJ" I -,-,,, I ,C" I "o~ I
<br />I ,,-. I _,01 I ,,-, I Ll, I 1W I
<br />i He ight ! Loa d in Lbs ! 3- x 3~ x \1 Ga ug. Post. 46 k_s.i, Steel
<br />I j~'" I 1,,870 I ...,.. I ''''' I 0",",
<br />I ,,-, I ',I,X) oJU l:xli "v
<br />,~'" o.",V I .,0 I .., I ow
<br /><-> '" I o,;;QfU I "V'> I J4C I ovv
<br />HeIght Load in Lbs I a" x ." x 14 Gaug. Post' 46 I<.s.i, Steel
<br />'0-<1 I 14.,,:>0 I ,40 I o:J-> I ,:><J
<br />2.-'; I '.00\) I o:>u i 4Ql) I "",
<br />:3,,-./ ! 1,1:.-J I '" I 0". f .1'
<br />04-<; I 0.:.00 I .,4 I ,,:> I d.
<br />
<br />I
<br />!
<br />
<br />;,0'
<br />'''''
<br />, I
<br />'''''
<br />
<br />I
<br />I
<br />I
<br />I
<br />
<br />01'
<br />.0"
<br />
<br />'0
<br />
<br />01
<br />
<br />OIU
<br />."
<br />J40
<br />.0'
<br />
<br />J
<br />
<br />.""
<br />0<"
<br />.00
<br />" ,0
<br />
<br />"<il
<br />
<br />,j~:J
<br />
<br />->OU
<br />~f:"
<br />"I"
<br />
<br />,~"
<br />
<br />'-"0
<br />
<br />lit.
<br />
<br />Table 2.5: Allowable Spans I Heights for Aluminum Pans
<br />Utility Shed Roof or Walls
<br />
<br />1-1/4" x 1Z' x 0.02S~ Panel
<br />Wind Overhang Condition
<br />Region I NONE I 1'-<I~ I rJj'
<br />102 M.?,H. I 7-4- I 7., I 8'-4"
<br />I 110 MP,H. I 0-'1" I 7-')" I 7.,rr
<br />120 MPH. I 5'-4- I 0" I 7.i5'
<br />
<br />1.1/Z' x 12"' x 0,026'" Panel
<br />WiND Overhang Condition
<br />REGlON NONE I "-<I~ I r-<l~
<br />102 MP.H. 8'-5"' I 8'~ I ';-4"
<br />110 MP,H. 7.'1" I 8'-')" I 8'.'1"
<br />120 M?H. T.r I T.i5' I 8'.r
<br />
<br />1-1/4" x 12"' x 0.03Z' Fanel
<br />I Wind Overhang Condition
<br />Region I NONE I ,. -0" I r.lJ"
<br />I 102 M?,H. I 8'.,- 8'-4' I ';-'"
<br />I 110 MP,H. 7.i5' I 7-'1" I 8'.i5'
<br />120 MP,H. I 0"'" T-r I Hf
<br />
<br />1-1/2"' It 12"' x 0.032"' Panel
<br />Wind Overhang Condition
<br />Region NONE I ,.-<1" I r -<I"
<br />102 MP,H. ';-4" ';-Q' I '0'.,"
<br />I 110 M?,H. 8'., 8',1rr I ';-5"
<br />120MP,H. I 7.,," 8'-r I 8'.,,"
<br />
<br />3" x 1Z" It O,02S" Panel
<br />Wind Overhang Condition
<br />Region NONE I 1'Jj' ! Z.IJ"
<br />102 MP.H. '3',1'" I 14'.," I 14'.i5'
<br />110 MP.H. ,z.,rr I 'Z.,'" I '3'-5"
<br />! 120 MP.H. , ,..\1" I 'Z." I 'z.,
<br />Room Root Panel span =W as ~ on drawi~.
<br />Note: To double span install Z' x Z' x 0036'" Extrusion at Midspan.
<br />
<br />3" x 12"' x 0.032"' Panel
<br />Wind Overhang Condition
<br />Region NONE 1'-0"" I r-O'"
<br />102 MP,H. '5'.5' I '5'.<3" I '5',11"
<br />110 MP,H. I 14'.Z' I 14'-4" I '4'.'1"
<br />120 M?,H. I 13'-r '3'.5" I '3'.1rr
<br />
<br />Table 2,3: Schedule of Post to Beam Siu and Number of Thru-aolts Flequi~d
<br />""lJminurn Alloy 5063 T-&
<br />
<br />Seam
<br />Size
<br />r x )" x o.OSO" Hollew TUt
<br />r Jt.... .I 0.050'" Hol1QW
<br />r "'" a 0,038"'.0.100' Self ""abnQ Sum
<br />r 1 6" l O.O~ r. 0.'20'" Sejf MUinO Seam
<br />r x.,.. x 0.055'" x 0.120"' Selt ""abnQ Sum
<br />7:* I S" x 0.072'" l 0.22.... Seif Mlung Seam
<br />r I 9'" r. 0.072"" x 0.21.... Self MabnO Seam
<br />r x if'. O,OlI2'". 0,;)06" Se'f MabnQ Bum
<br />
<br />I
<br />
<br />Minimum
<br />~Q.st Size
<br />
<br />I )"x )"x 0.060" Sulloped
<br />13".3-.0.060" Scalloped
<br />I Tx Tx 0,060" Scalloped
<br />I Tx l-. 0.060" Scalloped
<br />I )" x J- x O. O'iIT
<br />I T x :r x O.O'iIT
<br />l:r x:r x 0.'25"
<br />l:r x:r x 0.125"
<br />
<br />I · -:1lN~o,ts ~ LoO+",- I
<br />I 114- 0 I Jir 0 I
<br />i 2 I I
<br />I 2 J I
<br />I 2 I !
<br />I 2 I I
<br />! 3 i 2 I
<br />I ) I ;
<br />I" 3
<br />I'! )
<br />
<br />Table 2.5,1 Allowable Stud Heights
<br />Utility Sheds Framed With Hollow Aluminum ExtrJsions
<br />6053 T -? Aluminum Alloy (Fb = 15,000 ps~
<br />
<br />Load Condibon
<br />
<br />IVind Load
<br />Applied Load
<br />~oad Width
<br />'6~
<br />2."
<br />Lo.cl Width
<br />116"
<br />24"
<br />~o.d Width
<br />'6-
<br />
<br />'02 M,?,H I 1'0 M,?,H I '20 M,P.H I '30 M.P.H i
<br />, 9 . I Sq. FI. I 23. I Sq, FI. I 26. I Sq. Ft. I 29' I Sq. FI. I
<br />. x . x o.on" Hollow extrusion
<br />'O.1()" I '0-4" I r.,,-
<br />r.;; I e-.10" I '0-5"
<br />. x 1:" x 0,036" HOllow excn.Slon
<br />
<br />'1.9"
<br />r.,,"
<br />
<br />I
<br />I
<br />
<br />1'1':;~8'-8"I8'-3"
<br />I r.,,- I r-," I 6'-8"
<br />... 1:" .. 0.044" Hollow excn.Slon
<br />I ,a.,- I '1-8" I 8'-,,"
<br />, '0-3" I r,,> I r..-
<br />. x Z" x 0.055" Hollow extruSIon
<br />I 10'."- I 1(J-4" I '1"0"
<br />I '0.1'- I 8'-5- I r.,,-
<br />
<br />Table 9.3: Allowable Loads On Screws And Bolts
<br />
<br />10'.2-
<br />
<br />8'-3"
<br />
<br />,,'.,-
<br />
<br />~-4.
<br />
<br />'1-'r
<br />
<br />Load Width
<br />
<br />16"
<br />24"
<br />
<br />'2'-'"
<br />9'.1()"
<br />
<br />(As Recommended By lolanu(acl\Jre"'l
<br />
<br />\ Self-Tapping and Machine Screws AJJowable Lo.ds iensile
<br />Strength 55,000 psi: Shur 24,000 psi
<br />Single Shu," I
<br />(ibs,)
<br />3J4 I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />
<br />Serew Diameter
<br />#8
<br />
<br />Ooul>le Shu, - I
<br />(Ibs.l
<br />668 I
<br />836 I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />
<br />Wittldr-i;wa.
<br />'67
<br />
<br />(Ibs,} i
<br />I
<br />I
<br />\
<br />I
<br />I
<br />I
<br />I
<br />
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />
<br />.10
<br />
<br />"8
<br />576
<br />
<br />209
<br />258
<br />J67
<br />380
<br />626
<br />928
<br />
<br />'12
<br />
<br />" '52
<br />
<br />114
<br />\14"
<br />
<br />51'6"
<br />JIB"
<br />
<br />734
<br />
<br />1,463
<br />',522
<br />2.500
<br />3.7'0
<br />
<br />76'
<br />'.253
<br />1.588
<br />
<br />Wood Lag Screw Loads
<br />U3ing Scu1l'lom Pine S.G., 0.55 cr Equivalent '.1/Z" Thickness
<br />
<br />Singi. She... Ooubl. Shear 1
<br />Serew Diameter Ilbs,) (lbs_J Withd......... IIbs.)
<br />
<br />I ~ II : I =1 : I
<br />
<br />. JIB" , 240 I 400 , 7'2 j
<br />
<br />Concrete Screw. An~ Bolls In Concrete, 6ri<:l< or C.M.U.
<br />(Embedment WuOl 6e a Winimum of 1.". Thickness With 1,'14' From Edge)
<br />Z,CXXiII Concrete I 3.000.t Concrelt
<br />
<br />Tension (Ibs.) She... I ren$ion (Ibs,) , Shur
<br />757 I 3'9 I 825 I 352
<br />',057 I 6'8 I ','~ I 698
<br />1,403 '.443 I 1;76 I' 503
<br />
<br />Sc~ Diarne-tet"
<br />1i.-
<br />
<br />51'6-
<br />JiS-
<br />
<br />Aluminum Rivets with A1wninUfT1 M.lndrel
<br />
<br />Screw Di.meter I Tension (lb..)
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<br />263
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<br />262
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