Laserfiche WebLink
<br />Table 9.1 WOOD AND CONCRETE FASTEJ"IERS FOR OPEN 6UlLOiNGS I <br />LOADS !o AREAS <br />ioIu1mum ~. t.o.d _ Atlr1~ Root Ana fW '211 MI'l1_ ZDoe (23' sF! <br />Fo< Wlnd R.alons _ t!\aft 1211 "PW. U.. ~ hOle at __ 01 tllla'_l <br />COHHB:T1HO To. l'<<lOO fW OPel Su_ <br />F_ ~0I >4um_oIF..~ <br />Olam.tw E___ 1 I 2 1 A <br /> <br />','4w~ ,. 2e.u.11 SF I 5Z81f:.2jSF 7921:..J,.4SF 105€.t:..4SF <br />1;4'. '.1rl' 3:Je1.17SF rm.:l<lSF ,'W.52SF '58<U1.&951' <br />I fA" 2.112" S<<JII.zgSF l!AR1.57SF 19/1011.ii/JSF Z5A(:;ll-"S5I' <br /> <br />51'6". I' 3,~.'4SF 5:24#.Z7SF 9_..,SF '248#.50451' <br />5116". '.112" ~.205I' 9_.A1SF 14Oo4#.5'SF 'Sr"'.31SF <br />5116". 2.1'2" 7!101.~SF I 156OlII.5&SF ~.102SF 3'201.13851' <br /> <br />1'8'. ,. 358#.'SSF 7'~.J'SF '~.""'SF ,"2".!l251' <br />3I1l". ,.Irl' 534.t.ZJSF 1Q68j1."",SF 16OZ#.70Sf 21J6jJ-93SF <br />3.'8'". 2.1'2" llJOil. 39 SF 178011. n SF <5roI,"S SF 3S6Q;II. 155 51' <br /> <br />COHNB:T1HO TO, COHC~ in. 2.500 _1 fW O~ au'k1W<lo <br />F__ ~ 01 ~ 01 Fataoen <br />Olamelor E~ , 2 1 I 4 <br /> <br />Tn'1! Of' FASITNER. "'2u1d< See'" c.on.:.-- S<;nw (RIMt Z-- NM/ft '" EQu~ <br />'IA'. '.Irl' I Z3:)#.'OSF 46U.20SF 5~'JOSF I ~'''SF <br />':4'. 'it' I 27Qj11.,ZSF I $4Q#.ZJSF 31O;t.3SSF 1'0801I,'751' <br /> <br />Tn'E Of' F ASITNER . C""..... S."... lRlMt T ~ '" eQt;1va "'" <br />3116". 1.112" <.a.l'SF -m.21SF ne#.J2SF <br />3116". ,-3/4' J17..',4SF l3o\,t.<8SF ~,..A' SF <br />'/4'. ,.,12" J55ot.'8 SF rJl:;II. -32 SF W9t6. "'" SF <br />1:4'. ,.314" 465,t. 20 SF 9JCjJ.40SF '3961.51 SF <br />3.'8'". '.112" 437.. '9SF 57....:;aSF '311..57SF <br />3I1l". I.J.iA' 501..<8SF lZQ2JJ.5ZSF IB03I.7SSF <br /> <br />TYPE Of' FASTENER. ~"'" Bo<m ,RIMt _ 801t '" ~ <br />3I1l". 2.1'2" '20Sot. 52 51' <4101.' 05 SF 361Sl1.' 57 SF 48201.21051' <br />JlS-. 3-1'2" '300#.5751' 25QU.113SF 3909lJ.170SF 5:21;:#. 227 SF <br />''2''. ," '!106#.T951' 36';:#. '57 SF S41e..2JeSF 722....)1.51' <br />''Z'J: 5" '993#.OTSF ~. ~nSF 59791-ZSOSF 79~.~lSf <br /> <br />sau . 43 SF <br />'268# . 55 51' <br />,~.53SF <br />'1l6OI.31 SF <br />~74.8J1..78SF <br /><4004#. 'OS Sf <br /> <br />'lWlO l.OALl COHVERSlOH TABLE: <br />For WIl'd l;x1esiR_ _:Nn '20 MPH (Ta.'lios S/>ownl, <br />"""",,y ..lawabOe """'" at'd root area ::y tt>e """""""" fader, <br />- <br />~ mOl1om1J111 oiotance from tt>e ""98 0( ~ oS ~ '......... d :a <br />'j',e a.rw:;hor dlamfttet, <br /> <br />'oWlO <br />~N <br />102 <br />110 <br />'20 <br />140 <br />HIO <br /> <br />C~ <br />FACTOR <br />1.35 <br />uS <br />'00 <br />J5S I <br />HZ 1 <br /> <br />Table 9.2 WooO A....O CONCRETE FASTENERS FOR ENCLOSEO BUILDINGS I <br />LOADS &. ROOF AREAS <br />Maxim<u1l1\J~' t.o.d _1UIrilMat><e Root Ana fW 1211_ WInd ll>ne (4"1 SF) <br />ifO< WInd R<o<ol- _ tllM 1211ll1Pl1, U.. C~ioft T_" BadonI 01_ 00Qe1 <br />COlOSECTlHO TO: l'<<lOO lot OP1011 au_ <br />F_ ~0I 'luml>afall'''-' <br />Olon-_ em_ 1 2 J 4 <br /> <br />':A', 2S4,t.5SF 52e.,'3SF <'J2I"9SF 'Q5U.,6SF <br />':..-. ~-,~ 3.9f.,I:,,'OSF 792#.19SF "W..Z9sF ,sa,..u:.J9SF <br />';A'. 2.1'2" 56OI.'SSF '32O#ol2SF '~.48SF ,5ACI.I;oISF <br /> <br />5116". " J,;:jI.3SF 02....15SF '!:lU.23SF '2~.JOSF <br />5116". 1.''2'' 4681.11 SF 9:JS,t.23SF 14OAot.:l4SF 'Sm...eSF <br />5116'". 2.112" 76()jJ.'9SF I~.J8SF Z:l4CiI.5751' )'2OI.:SSF <br /> <br />3I1l". " J5<i#.1SF 71;:#.t7SF 1~.<851' ..2....j5SF <br />)tr~ ~.1rr 5341:..135F H)681:.."ftSF 'eo2J..19SF 2,Je,t..52SF <br />~~. 2.1.'2" B9OIt. 22 51' 178011 . 43 SF 257Ct. 65 51' 3S6Q;II. 67 SF <br /> <br />CONHECTIHO TO: COlOCRETE:1ll1ft. z.soo .,..1 lot Of'!:H BuJ_ <br />F~ ~0I _011'-" <br />Olameto< em_ 1 2 I J I 4 <br /> <br />TYPE 01' FASTENER.'Quldl 5..c" ~ S<;nw RIMt z- _ '" EQUIvoJentl <br />'fA" ,.,'2" ~.'OSF 4l\U.2115l' 69911ol0SF I 9Ja.A' SF <br />"A'. 2" T 2101.'ZSF $4Q#.ZJSF ~101.J5SF I,Q8()jI.A1SF <br /> <br />Tn'!!Of'FASITNER'~Sct-. ~T """""'~.... <br />3116". ,.,12" 245.t.8SF Am.1Z5I' rJU.1SSF <br />Jl16'". 1..:Ji4" 1\7'.651' l3o\,t.1SSF 35l1.Z3SF <br />'fA'. '.1'2" l6s.t.1SF 7301,'8SF '095I.Z7SF <br />.:.., t..Jr'.... 4.65#..11 SF 9301-23SF 13U:-3-4SF <br />~'8'". '.1n- 43".11 SF 51...-21 SF 1311.ol2 SF <br />3I1l". ,.Jl4" 501'. IS SF 'ZQ2JJ. zgSF 'am1. ~ SF <br /> <br />TYPE 01' FASITNER' u~ _ I~ "- 90<1 '" Ell Iniand <br />~~. 2.1'2" '205I.zgSF ~4'0I.59SF 361Sl1.Il8SF ~'''5SF <br />3.'8'", :1-1/2'" ,303OI.J2SF 26061.5451' 33091.65 SF 1~';:#.'Z7SF <br />''2''. 1" '606I.....SF 381;:#.ii/JSF 541e..'J2SFI722....I:6SF <br />'.'2". 5" '9S:]#..9SF 3_.9751' 59lSlJ.',48SF\?9m.';4SF <br /> <br />sau. ~4 SF <br />'Zll/lI.), SF <br />lAOO1.J8SF <br />'6601.45 SF <br />17~.43SF <br />~4004# . 59 SF <br /> <br />MHO LOAD CO~ TIoJlLE: <br />F." WM ZooeoiRe<;,.",. 0<:<< ~'2O ~PH (Tabieo Sl1ow<1L <br />""'"O'Y ',lconIolo <>eG' aM root """'" by " ~ 'acta, <br />~otr. <br />T1Ie ITlIntmum diausnce oetweon from h eoqe ~ tt1e c:oocreta 10 lhe <br />:;;cnI..eII' 01 tt'te concrete at"d'tOI ~ 9d ~ d ~ tt"4 and'lor 6ametet'. <br /> <br />NIHO <br />REGIOH <br />'02 <br />110 <br />'20 <br />140 <br />,50 <br /> <br />COHVERSIOH <br />FAcreR <br />135 <br />'. ,S <br />t C'O <br />1118 <br />J,n <br /> <br />Table ~,J Allowable Loads On Metal Faaten~ <br />~~eY"'~1 <br />Sod.T~"'" _Ine s.:nw. ~ L~ r....ile <br />s~ ~ooo pol; ~::4.OOO f* <br />, Ietallo IAfttal <br />OouOle 5I>wt1 <br />- (lbe.l . 'It... I I <br />~ >68 <br />A,8 ~ <br />57lS 1 ~ ~ <br />."j.& ',46a <br />751 ',522 <br />1 253 2,508 <br />1.538 l, I <br /> <br />o\::"... <br />.. <br />'10 <br />112 <br />11. <br /> <br />~~~~- <br />'57 <br />:09 <br />288 <br />:x,T <br />:.30 <br />525 <br />~28 <br /> <br />11' <br /> <br />511" <br />j,rr <br /> <br />0==.. <br />.. <br />"'0 <br />012 <br />11. <br />CCNNB:T1NG: <br /> <br />""""110 PIvwood <br />,n-. oI't s.r A ply ::J4- _ oIV <br />5:- (n..,) Pul Out (Ibe.) 5:- (Ibe.l PuI Out (1be.1 Shut (It...! PulOut I!be,j <br />33 ~ " s.Q '::..4 , <br />'00 ' '20 ,9 'A' '5 <br />liS , '3' '8 143 ;.0 <br />132 34 ~57 105 <br />i'OSTS tlI B ~ ""M aot. TS for OP '" 8... <br />11w1a 801: lr4umbM' of Futeoen <br />~ J- <br />.. A. "S'l.A. .:s.LA. <br /> <br />. <br />J...... <br />1.~.. <br /> <br />.1, <br /> <br />us <br /> <br />37'O.~48 7''''20..~1 "~30.J.tl.5 <br />-~,-e4 IJ192-:::'-8 ;9788- /92 <br />l.rogIl\ ~ Bolt to boo''''' 0( POlII.:~' (TYiX3l1 <br /> <br />E.'I SHI Build ncA <br />m .. <br /> <br />ICONNE : tlI B <br />Thnl Boll <br />~ <br /> <br />"~A. '.SG.Ft. <br />1;...... ~4S8. ~ 2'938.. i <br />:.r. 3710.;ao ;-.t20.i8' <br />,'T. ')...~.'o' 'JI92-_ <br />~ ~ Bolt to Ole Siu 01 ?co< ,,~, (Ty?oC3ll <br />Aluminum RIwts wfd\ Alum'nUlft /lland,.. ANmiir1um RJv.ta wtth AlLlmjnum ~.... <br />Rl\owtOl..- r""""'IIt:s, ~ iRl\owtO~iT.nsoonliboo,11 S~_ l <br />'il" 'zg '7S I ",,- I .'0 I JZS <br />5'32'" ' 57 :53 I snr I j<O I .90 <br />J/1I :61 17S. I Jl1S" i ;.AS I '20 <br /> <br />,.SG.Fl <br />.lAC4 . ' 57 <br />11130.. 271 <br /> <br />Screw ""'" ~ "" >odes 01 ~ <br />.. ,A,J barrel ~.c CaAli ind1.i.str.a& QuaUtv. 'Jse ~ 9"0 ranQ. to ~rd"l T,otal '.".. ttlioIJ'.e:u r:A <br />~. Vse tr'\Mt. ~a Seied ~ V.s. ~ ~ a anc:nor soeaticaOOnI In iJ/iIwlnq;s. <br />-- \W'umurn e'.dcIe$a at frame rnemoen;s O_O~ lfUmWlUm and 25 c;a. ~;.bdi, <br /> <br />Altamati.... Anqt. and Anchor Sy~ fOl' aumS <br />Anc/'lOAd 10 Walla. Up~ 01' eam.. s.am. <br />_lUll Sen.1 ~ sa. <br />I row.. I ro <br />[UIlrigl1t/a- <br />"'0 <br />~'2 <br />112 <br />"'Z <br />014 <br />..,4 <br />#'I' <br />~'8'" <br />Si1fr <br />''2'' <br />014 <br />5118 <br />.,. <br /> <br />Table 9.. <br /> <br />Exll'u$ioft ry". <br /> <br />S1za o.cnp<lon <br /> <br />-IDe '"''C'.xQ.C4S'" I Jl1~ <br />m _ "~ '( 1~ t !/18" !O,063'" JJ1S- <br />'10 i. '"''( ,. '.( 'is. '0. .2~" :V1S- <br />3. ~.1fr 1: h'rr '11o-'O.CE2i \.- <br />3t'I:HI 1.1.rrX1.1rl"3J16"O.1~ li"- <br />in . '~'rr 1 ~~,I'l" 'r8"(O.Ottl'" ,,'... <br /><lnt.. t.J,'.. r 1.J.'.. r ':rrO. !zs,"'l J 1,'.. <br />~ncy 1'1:1:'1:10.093. :1."r <br />3ll( e 'Z' 1 r 1 1i~lO, '~5" I 5/1l:r <br />3O(;HI Z"xL'r3l1S'"fo.:l1r) I vr <br />'~911 1-J.'..:t~.Jo'''.X~-J...t1''S- J."r <br />~ '.rZ.1iS-X'.XO.Ooa- ",r <br />'.J...tt\annaf 1.1rr'l2~1i8.l1~~ir't!)_C4J. ,rr <br />~ . ~ :screwI :x) beem., '....aI, JI'rQ/';I ;xC. ~ to C~ l1 ~ <br />Table 9,5 Minimum An<:hor Slu fo<r Ex1tuaions <br /> <br />N.J'C~,. <br />-, I l <br />ExIrua""" .v.. U"""M I c:ooc:m. .- <br />I:'l~ 1.'... #.":4 ~;... i "... <br />rxo'" ~/... ~2 "... I t'2 <br />.;" t r Jtlo'" .;10 J.'15. .;10 <br />r I 0'" ':J( -esa 3116'" ~ )liS- -4 <br />~ NaJI. ~ ana upOght rr.lf'IlIt'IUn'l anct'IC.f' SIZeS Ylal ~ <br />,;secl fr1t ,.,pet gu1l8t """"""'" <br /> <br />Table 9,6 Alternative Anchor S.1ec1ion Fac10n fo<r <br />Anc/'lor I Scr..... Sius <br />\.f.....ta~ <br />,A.nchot SIze :4 1.,0 ,., Z ,.,... 51". i J.... <br />I q . ,)0 J.80 JS.d J.40 ).21 )~1 <br />1'10 lSO lOO I ),72 ).51 J..33).28 <br />012 ),54 H2 ':;() ),75 H<l J.:-<I <br />I <14 1.46 I ),57 ),75 . )(] l~ J."'" <br />I Sl1'- J.27 l.J3' 1,48 ),59 '00 'lJ9 <br />Ie" J,21 1.28, ns ),54 H9 ,)(] <br />AItarr:.li't'. Anchot s.tecdon Facton f<< A.."ld\Qr I Scnw SIus <br />Conc:::owte I.od WOO4 AllCbor"s <br />':CQ(lQ"'-.t8~: 2. mulmu", embedll'*lt I <br />Ancnor S 31"" ~:.... ~'I. <br />~1 s. , ')0 ~,aJ )50 <br />11.. 1BJ '00 JS9 <br />JIJ. ),50 JS9 l 'JO <br />IOYHA aot.TS: ~.s.r.nd 2.1:A- ""_ ""oacUvo'Y) <br />,""""'" Sial Jl1S" I ~rr <br />I JI'" ' .00 J,48 <br />1.12- ),.6 I I ,)(] l <br />. \4urtiDt'1 the numbet cI #8 SQ"8'WS x 1'e SiZa c1 ancnorlscrew cesred a.'ld rou."'Id <br />JQ to d'1e rext ~en nUlT'O<< ct :saews. <br />Exampje: It (:O);S ~ are rOOuu"9d. ;-.e r-oUJ1"toer 01'-'0 SC""8WS c~:s: <br />0.8 x 10 % '8l.~O <br /> <br />I <br />I <br />! <br />I <br />I <br />I <br /> <br />~ -I <br />!J.J~ <br />X::: <br />(jjZ <br />>6~ <br />:2 (jj <br />iQ (jj I.JJ <br />!J.J!J.J ZI- <br />>ffoaJ <br />o.....-~ <br />(.) f- t:j f- <br />gl~l~ ~I <br />~ f-ICI~ <br />a.. (jj ~ <31 <br />u.,:2 w <br />';'J:: C/j <br />r-Z <br />0::_ <br />0:2./ <br />a..~ <br />0:::::: <br />~~ <br />(.) <br /> <br />-' <br /> <br />'- <br />W ~_ <br />,- '" <br />0... '5 '" <br />'.n .., <br />:;:- a ~ ~ <br />Q) (,) ~. , <br />C:~6!:g <br />C:.JJ>=~~ <br />Q)~;!j3'3 <br />CIJ...=o>:-- <br />~"":;;3 <br />W'jJ:lOZe!, <br />a@ <br />Q)' = ~ <br /> <br />g !~J? ~ ~ "- <br />Q)~~ <br />l... " ::0 <br />3~ <br />ros <br />....JiJ <br /> <br /> <br />V <br />IJ.U t2 0 2000 <br /> <br />Vi~J <br />51 ET I <br /> <br />7( <br />\ ,8 <br /> <br />Ij <br /> <br />OF <br />