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<br />Table ~.1 WOOD -'ND CONCRETE FASTENERS FOR OPEN BUILDINGS I
<br />LOADS! AREAS
<br />""""mum AJIowabIe . Load and Mlr1buto1lle Root Ar.. rot , 21I1o\1'H WIn4 Zon. (23' Sf)
<br />.For WInd Roalono _ than 1211 MPH. U.. eo.........lon T.blo at il<Illom aI till. .,..,.,1
<br />CONNECTlNG TO< WOOO for OPEN l!ulktl.-
<br />F_ lAogdI at ~umbot aI Fu-'
<br />Olomolot ErnbocImont 1 Z 1 4
<br />
<br />'1.', I" 254lJ. \1 SF 52lJjJ. 23 SF 7m -:14 SF Hl56ot. 4S SF
<br />Ii.', '-If2" 3961. 11 SF 7921. 34 SF I1W.52SF 1584ot,69SF
<br />Ii.', Z-li?' 5801. 29 SF 13201.57SF 198OI-BeSF 254C1'I1SSF
<br />
<br />5116"' I" 3121.'4SF 624#-27 SF SJ6jJ,41 SF 12481-504SF
<br />5116"' I-If2" 4S8I,2OSF 9361,41 SF 1404#.61 SF IS72#,Sl SF
<br />5116"' 2-1i?' 7801.34SF 158OI,BeSF Z34OI-102SF 312Q1.IJeSF
<br />
<br />3/8"' I' 3561.'SSF 7121.31SF '06llI,4SSF '4241.62SF
<br />318'" I-lf2" 534#.23 SF 106llI.4e SF 16021 o7OSF 21361.93 SF
<br />J/8", 2-1i?' B9O#.31SF 17801. 77 SF 26701. 115 SF 3S6OI.I55SF
<br />
<br />CONNECTING TO: COH<:Rlm! In. z.~ .... far OPEN s..11dIn;;,
<br />Fu_ lAogdI at ~bot of Fulllnon
<br />0_ ~ 1 Z J 4
<br />
<br />TYPE Of FASTE/ER. "QuJck Sat" ~ _ (RJnot ZMlK ~aiJla or EquMlantl
<br />114" J I-Ii?' I 2J3j1-10SF 406.I,2OSF 69S1.30SF 9321.41SF
<br />114" I 1" I 2701.'ZSF 54Qj!-23SF BIOI. 35 SF '~.47SF
<br />
<br />TYPE Of FASTDfER. Conc:rwl8 SCAW I Raw! TlDOM or Eau..... ntl
<br />3118'" I-If2" 2461.11 SF 4m. 21 SF 7JajJ- 32 SF
<br />3118'" 1-31.' 3U. .'4 SF 1l34I. 25 SF 3511.41 SF
<br />11.', I-lf2" 3651.15SF 7301.32SF I095I,4eSF
<br />11.', 1-314" 4651, 20 SF 9301,40 SF 13951.61 SF
<br />318'" '-If2" 437',19SF 674.t,38SF 1311',57 SF
<br />1,'8", 1-314' 601I'25SF '202I.52SF 18031. 76 SF
<br />
<br />TYPE Of F ASTEIER . Ex~1on Bollll (Raw! Poww Bolt or ElK IValand
<br />J/8". 2-1f2" '205I-S2SF 24101. 105 SF 36151. 151 SF 48201. 210SF
<br />318'" 3-1i?' 130:lI-51SF 2tl()6jJ,1I3SF 39091. 170 SF 52121. 227 SF
<br />11"2', 3" '1lO6l/079SF 36121, 157 SF 5041lJjJ'2J4SF 72241,314 SF
<br />'/'2'" ;" 199:l1.B7SF 3986lJ. 173 SF 5971l#.2S0SF 79721,347 SF
<br />
<br />:J64I . 43 SF
<br />12581.55 SF
<br />14601,63 SF
<br />1IlllOI,61 SF
<br />11481,75 SF
<br />2404#' 105 SF
<br />
<br />WIIID LOAD COHVEltSION T AIlLE:
<br />FOf WlllCl ZooesIRogionI _ "'... 1 20 MPH (Tablea Sl1own),
<br />multiply aI~ IoaOt iIi1d roatafllBl Ily tIla """""""'" fader.
<br />Nota:
<br />The mlf1imum distar1c8 from tIla ed90 of concnrle is 9d __ d i.
<br />tIla iJi1CI>or dIameW.
<br />
<br />WIIID
<br />REGION
<br />102
<br />110
<br />'20
<br />'40
<br />100
<br />
<br />COHVEIlSION
<br />FACTOR
<br />135
<br />U5
<br />100
<br />0.58
<br />0.72
<br />
<br />Tabl. U WOOD AND CONCREiC FASiCNERS FOR ENCLOSED BUilDINGS I
<br />LOADS & ROOF AREAS
<br />!o\uJmum Al~' Load and AlIr1bvtlIIblo Root AiM far 1211 MI'1i WInd ~ (41'/ SF)
<br />,For WInd IUgIono _ tI1an 12111o\1'H. U.. C~lon Tobia at Ila<<lom of tIlJa paae)
<br />CONllECT1NG TO< WOOO far OPEN l!ul
<br />F_ lAogdI of ~umbot aI F~
<br />0_ Embedment 1 2 1 ,
<br />
<br />II.', " 254lJ' 6 SF 52lJjJ.13 SF 7921.,9 SF 10561.25 SF
<br />11.', I-Ii?' 39U.IOSF 7921,19SF 11W,29SF 1584.t.39SF
<br />II.', 2-'i?' 66OI,'5SF 13201.J2SF 19801. 018 SF 21S4()#.504SF
<br />
<br />5116", " 3121,6SF 624#.,5SF SJ6jJ'23SF '2481.3OSF
<br />51'8". I.If2" 4681-l1SF 9361. 23 SF ,404#.34SF 'S72#.4eSF
<br />51'8", 2-1f2" 7801-liSF 15801, 38 SF 234O#.57SF 31201,:5SF
<br />
<br />J/8", I' 3561.9SF 7121.17SF 'Q6a#'28SF 14241.35SF
<br />3,8". I-lf2" S34,t,'3SF I06ll1,2eSF '1lO2I,39SF 21361-52SF
<br />1,'8", 2-1f2" e9OI.22SF 17801. 43 SF 28701. 65 SF 356OI.57SF
<br />
<br />CONNECTING TO< CONCRET! In. z.~ oolI far Of'f:N Bu_
<br />F_ LAnvIh of Numbot of F-...
<br />0_ Embedment 1 Z 1 .
<br />
<br />TYPE Of FASTENER. 'QuJck Sat" ~ SCAW Rawl ZMlK ~al'" or EllUl ,JantI
<br />II.', 1-1.'2" 2J3j1.,OSF 406.I-20SF 69S1,3OSF 932#.4' SF
<br />,I.'. 1" 2701.'2 SF 54Qj!, 23 SF 6101,35 SF 10801.47 SF
<br />
<br />TYPE 0' FASTENER' Canc:nla _ Rawl TI..,... or ~ nil
<br />3116"' \.\f2" 2481,8 SF 4m.12 SF 7'38#.16 SF
<br />31111". 1-31.' 317..6 SF 1l34I.,5SF 9511.23SF
<br />".', 1,112" 3651. 9 SF 7301. ,S SF 10961, 27 SF
<br />11.', \-31." 4651.11 SF 9~.23SF ,J95I.34SF
<br />3/8", I-,f2" 437..11 SF 614.t.21SF '3111-32SF
<br />J/8", 1-314' 601I.ISSF 12021, 29 SF 1803I,44SF
<br />
<br />TYPE Of' FASTENER' Ex~naWo BolIO Raw! Poww Bolt or Ea, IvaJanl\
<br />3/8", 2-'i?' 12051.29 SF 24101, S9 SF 36151.58 SF
<br />3,8", 3-'12" 113031-32 SF 26OU. 64 SF 3~ - 95 SF
<br />112"' ~ 1,1lOO1.44SF 36121,58SF 54,lJjJ,'32SF
<br />112". ;" 1993#.49 SF 3986lJ. 97 SF 59m.'48 SF
<br />
<br />WINO LOA!) CONVERSION TABLE:
<br />FOfWoncI ~lOOI_ than '20 MPH (Tablea Shown~
<br />multiply aJlowoll4a ioe<JI iIi1d roatlnM Ily tIla ~_.
<br />~ota:
<br />The mtn,,,,,",, d',.tanco between from Iha ed90 of It. COl1Cnlto 10 111.
<br />cent<< of Iha concreto iJi1CI>or iI 9d __ a is tIla an<:hor diamelot.
<br />
<br />WIND
<br />REGION
<br />'02
<br />110
<br />120
<br />'40
<br />'60
<br />
<br />9841 ' 24 SF
<br />12681,31 SF
<br />14601, 36 SF
<br />,8601.45 SF
<br />17481,43 SF
<br />:404#.59 SF
<br />
<br />48201, I,S SF
<br />52'21. '27 ""
<br />72241. 175 SF
<br />79721.'94 Sf
<br />
<br />CONVERSION
<br />FACTOR
<br />'35
<br />U5
<br />1.00
<br />0.58
<br />0.72
<br />
<br />Table ~.3 Allowable Leads On Metal Fute"..,
<br />1M Racom.......<lacI By M..,uf1lclurws1
<br />Sad-T.PI'iI't Ind Machine ScrrrI AJIowabla L~ T_lle
<br />Slnf>vdt ss,OOQ pal; S/law ,"000 pal
<br />letaI to Metal
<br />Sl>aar (1bo.1 Dou,W:.S:-.
<br />134
<br />41.
<br />575
<br />
<br />O:Wtor
<br />III
<br />"0
<br />.,
<br />
<br />P~Il..~
<br />\6
<br />2M
<br />28
<br />36
<br />>eo
<br />628
<br />925
<br />. !.fetal to PlYwOOd
<br />1111" 4 DIY SIr 4 DIY 31..4 DIv
<br />
<br />sr- (lbo.) Put Out Qba.) Sr- (Ibe.) Put Out (Ibe.) Sr- (Ibe.) PuN Out (Ibo.)
<br />~ 11 5 1:.4 1
<br />'00 55 '20 69 I 1 ,
<br />liS 131 i~ ,43 94
<br />l32 '0 145 58 15 105
<br />to BEAMS ""loa BOlTS for OPl Buildl
<br />Tlw'u lloIl ~umbot aI F..-.
<br />Ol..-
<br />
<br />'14
<br />5I"1S
<br />311.
<br />
<br />761
<br />1253
<br />'.588
<br />
<br />B38
<br />152
<br />14S.!I
<br />, 522
<br />2508
<br />3 10
<br />
<br />0;::'.,
<br />
<br />..,
<br />..,
<br />..,
<br />CONN
<br />
<br />" .
<br />3,S'
<br />'IT.
<br />
<br />',Sa.A.
<br />~w
<br />3 10.148
<br />
<br />.' Ft. .' A.
<br />293l . I" ~ - 115
<br />74 .297 ", ,445
<br />
<br />:;ONNECT1HG: POSTS to BEAMS ""I
<br />Tlw'u lloIl
<br />01..-
<br />
<br />La >g1Il of Boll to be Size or ~oaI ,:-0.
<br />uh(ltn~
<br />'" u
<br />
<br />Y?icaI
<br />
<br />I. '" t. ..5a.ft.
<br />114 . 1468.38 29.72 4404,,'0
<br />JiT' ' 3710,JO :420.181 11130.271
<br />. -.--- &598.. \61 13-19r. '91BlS.~1
<br />, LaogtIl of Bot \0 be Size of Poal . ,,,' (Typical)
<br />Aluminum RIvwta _ Aluminum M....vw Aluminum RIvwta _ Aluminum Mandrel
<br />FUvat 01_ T.nalon \_ SIlaw AA-ot Olamata< f.naion (Ibe. Sh_
<br />'II ~29 He 11'- 210 325
<br />Si32" '&7 283 Si32" 340 490
<br />3/16 2&2 375 311" 445 '20
<br />
<br />Sa9w !)>eO thro\I9lI ~ sideI ~ memtl<n.
<br />~ AI bamtilengthl; CaU Industriaj Quality. l:sa m~ grip raI1<J. to match total ...... lI1id<r1... of
<br />~ Usa cI\aIt. fo Salect SQ1lW U.5. rMlIsubetrtutloII of anoI1or ,pealicatiOl11 ,n drawl"""
<br />... Min.mum thic:knes8 at frame memberS tS O.O~ alumllUm and 26 ga. sleet.
<br />
<br />Table 9.4 Alternative Angl. and An<:hot System. for Beam.
<br />Anchored to Wail., Uprighta, or Carrfw Beam.
<br />Maximum SCAW I Anchat SlUI
<br />
<br />Sla Oaa<:riptlan To WoII UpOg~~ Baam
<br />I'x ,'xO.045' 31111" OlD
<br />I' x I' x IIHI' 0.063' 3116" .,2
<br />,. Xl'. 111l" 0.125 31'11""'2
<br />'.Ii?'. ',If2" '1'" 0.062'1 Ii.' 012
<br />'-112" x I-'i?' 3/'5' 0.188" Ii." 01'
<br />"'i?'. '-'12" 118"10.0621 ,..' "'4
<br />1-3/.. x 1.31.... x 'is"' 0.125'" 1:.- f:1..
<br />1" x 1" x 0.093' 3.~ 3.~
<br />1"x1"xll8"0.'25 5116" 51,6"
<br />r.1".3/1S'O.1U" \'2" Ii?'
<br />\khannal 1-31.' x 1-314' x 1-31". 118" 3.~ 014
<br />\khaMel "x 2"/8" x ,'x 0.050" 51111" 51'5
<br />U~. '.'17 x 2.1/S. x 1-1.rTx 0.043- 117 f1-4
<br />_ . of ><tewIlll beam, wd. aNJIOf ;lOOt oquaI \0 d""", of beom
<br />Table 9.5 Minimum An<:hot Slu for Extnl.ion.
<br />....IM Connectloa
<br />
<br />WaI tf:::hC Concmo Wood
<br />r x a- 1,... .14 1.'.- 1:4-
<br />rxa- ,....- #12 1./.. IJ12
<br />1"x7' 31'6' .'0 31111" 010
<br />1" x S" or IesI 311S' #8 3116" #8
<br />_ "'d, """"' and uprigl1t minimum anchor 5lZtIS 3I1at be
<br />JSed fOf ""per gutter connections.
<br />
<br />Extrualon fypa
<br />
<br />a '.
<br />a ,
<br />an ,
<br />a I'
<br />le
<br />,
<br />.
<br />
<br />a I.
<br />
<br />Extrusion.
<br />
<br />Table 9.5 Altamatlv. Anchor Selection F<K:tOB for
<br />Ancher I Sere.... Siue
<br />.\I~to_
<br />Anchor SlUI #8 .., 0 11 1 "." 5/' S" 31...
<br />ill '.00 0.80 058 0.018 ).27 '0.21
<br />010 060 100 0.72 0.57 0.33 0'<5
<br />112 0.58 0.72 , 00 0.75 0.48 O.Je
<br />11. 0.48 0.57 U6 100 0.59 048
<br />51". 0.27 0.33 048 0.59 '.00 0.79
<br />3/8. 021 0.25 0.3S 0.58 0.79 1.00
<br />A/lwnallv. Anchor s.1actlon F~ far Anchor / Senw Slzaa
<br />Conc:ralO Ind Wood AnchOfO
<br />{eoncrwta 8CAW8: 2- maximum embedment I
<br />A"""or sl,.r 3116 , :.. 3IS"
<br />311" .r,oo ')83 050
<br />'i." I 0.83 1.00 0.59
<br />3IS. T 0.50 0.59 100
<br />(DY~ BOl.TS: ,-5.... and 1-11." embedment r..pacllv.lyl
<br />Ancllor SlzaI 3/16" 111.
<br />3116. T 1.00 0.45 1
<br />1/1. I 0.48 100 1
<br />. Mullipty I!1a number of 118 screws x "', size 01 ancI10rlSCtllW de$lred and round
<br />w.CJ to the re.xt e'<t0f\ ~U(tlber ~ scre'MI.
<br />Example: ~ ('0) 118 scrawa 0I1I ~u~.II1' nu",berol.'0 screws d_ is:
<br />0.5.'0' (6) .'0
<br />
<br />(/)
<br />a-,
<br />LLJ~
<br />J:::)
<br />(/)Z
<br />",,-<
<br />(/):2 (/)
<br />o:::(/) llJ
<br />llJZ-'
<br />~tl:OCC
<br />O:::l-~
<br />O~t:~
<br />o aD')
<br />O:::lu.Jz
<br />i=tl:oo
<br /><(f-o-
<br />a. (/) of-
<br />NO
<br />(/):2 u.J
<br />~:::l (/)
<br />o:::~
<br />0:2
<br />a.::)
<br />0:::-,
<br />~~
<br />o
<br />
<br />f-
<br />W<=
<br />i5;;
<br />a.. -' ~
<br />~~
<br />ti~,i..
<br />Q)\.l~~
<br />c:~o;!:g
<br />C::.J~;e:g
<br />Q)~<~":'
<br />(Ooa:};e
<br />.~~U;~
<br />W:.J5ze!.
<br />aUlo~
<br />
<br />
<br />~ !~f? ~ ~ "-
<br />c: :.J .. ;-'
<br />Q)~~
<br />I,." '-' trl
<br />3~
<br />m~
<br />,..ji3
<br />
<br />
<br />
<br />
<br />Aui!o2001J
<br />~~Yl> I
<br />
<br />- srJ ET I
<br />
<br />I 7
<br />
<br />OF 8
<br />
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