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Home My WebLink About06030049 Resubmittal Info BUILDER RE-SUBMITIAL For Incomplete permit submittals r; ::-'-DA~E.OF.RE-SUBMITTAL: "IJ ~ii~" " \". .... li,,\1 I M:;~ 4' w: ~j I Name of Reviewer: !lt~~ ~ . ' CJ BUILQER NAME: ~ullL Contact #: ci! " t:; ? ~ W"-Q \ L Project Address: Lo--" f),;L, Lot & Subdivision: V;/h-.J'C 0'/ j)g) 7 (7(ftCj / U Comments: Re-Review Fees: Residential $128.75 t~ ~ . dl Commercial $257.50 0 . s/permits/FormslRe-Submittal for Review ENCOMPASS NOTEPAD - 03/09/06 NOTES FOR: 06030049 SLOG 1 - PR DATE TIME NOTE TEXT PAGE 1 )/Y/u.JC- Ch<. OPERATOR ---------- -------- ---------------------------------------- cmiser 2006-03-09 09:06:08 1. Floor truss calculations to be submited prior to rough-in inspection. signature: TOTAL LINES OF NOTES: 5 CONDITIONAU -/0 Cdr95~ t6(-- 5~-{Ali~~ --~~iJ~ / i 7 .( , I i I I , t-- , ) 'OPEN JOIST } ~ \ ) ENGINEERING CERTIFICATION By, KEVIN M. FINN, P,E. . 28J I WOODMERE LANE GOSHEN,IN 46528 "Et6~"'~~^,~ ! Cl(AA ,p..... I ,........x. ADJUST><tHT , lIZ' _2'-0'-2.2.. ....x. AUJSTHE><T , 112'-r I.lrND.llJl.l LENGTH g.2-0D-00 WJ.tUF'AClURED lENCTH I -....~.a.~~,~.~... . - ~~T~~ 2000 lull", .n e.'~~,,,,.r "",""'Me'" ,erl> . ,,' 9 ., ,-<{/.~;;'~~;i:"" .::-:?~~:Q';';:'1?:::9~~;"l.. I "'. H""'n" Bund'"" eo., .r eo'''o '900 (COle '211"') ". " Onl,ri, au",,,,, ,-'.. " "t.z", /ii',_., " co,. "90 wi", om.nd'",. ".ulo~"" 413/00 , '~/'J ,,' 100/.3 .n' .J IC80 .~ '<> ,,' ... -:. ", " ' BOCA on' 5Bco .Ilh. Uni'" 5t.t" 0' _,:Co [HER-SO,). [""/ ~;!;~M. \':'-r' :.A. r:Ni-.. , - '.rt> 0" join.' t"".",,, w'''' ..,'....., phen" 'dh"... in ,ew"ne, = _: ,,:-<GINEE::i G: . ,,,. . , . ~..': .n, = 01l2.7-~n , AST~ 0 2"'-92 'nd AlTe A190.1-1992. =':=. : : "-_:' ;-'::J;'::~C,' "," -:(-..:., ". f'.W:;. : ~::-l _ ...-,....n v. -:,'-:;"~." S;SX~ ~.. ;3.....t~;. .. t..2btbO : 5 ...v......... "., ~.. .!~_" .~C< . '0 ' v.' " , : ";. ..... p ......,.... \,... ~l-:?...... ,," 'pi "".. 'I1(lF-r::S'C~?:..,," t;~'G:.:.'.. ...,~ II v e... 1 .," .. .'..... ,,~~ ",,,,,,tt\\ t.._v/"L'o. to ,,~ ,\~~".e........... .....0 .~~'-...#' \;,;C"OF.'10;:~SS~ ~_ ',..,;"....,...".....-- ",\1111.,1"1111 ,\\' M 'I" ,,- :-.l\N '~//l:'" ~~~L~ 'v,z, ~... $ '<'" GIST/,-9. '<. l ~'<; ('>a.... ~ g . No 19600032 \. ~ =" - .a:= l:g.. STATE OF J /}j f ~ ~ .....ttvDIA~~...'>~l -:... 0' ................. ~v" "'''''''' O'/ON p..~ ~\\"".. '" tIll', I,: II \11 ~...\ TOP AND DIMENSION o 3 X 2 C14X2 o BOTTOM CHORDS GRADE o Spr 11/12 · SPF 2100 fl.81: o SPF 2400 12.01: o REACTIONS JOIST SPACING (inches) o 12' o IS' o 19.2" o 24' LEFT RIGHT - OP(H .JOIST 2:000 .CI~ evclUClted b)o IOCd l=u ~ne Cln lu~ 3t;rt; sClmple:s os per' cs.vCVO-0I5!5-Lt84 . !Ceo . BOCA Clnd saCCI CCldll slOl'ldllrd.1. - OPEN JOIST 2000 is proe'-t=ted to CI minimum Jood ot 2.1 tima the duign WCIria"nll Iocld ond b qvorilT cOntrolled by CI qualiroed \h:"d party ogency. - Vol~ orc based 01"1 COIJPOsm: ACTION whCl'e CI MinitTll./m S/8-ind1 ~hcclhing b SCl"e.cd or nGl1cd to the top llol19Q c"Clrd"ll'u) to COde. - lorerol brocirl9 mint be u,.Ito:ed at tnQI;"'\II"n C'tcry "r-rJ' D.e. (I) - OPEN ,JOIST 2000 mLl:lt be lniCd lll'lder dry tOIldit:o~ ror .tt condil~", cOlUutt .;U\ the. manufClclvrcr. - Rcq-.,rircd bearing cngth must be dctum!ncd Illr lI11eh C1pplicction bQscd Ol'\ spcetlicClliDn.ll by the monLltocl\.ll"ef 0..,4 must never be Jess than I..! lnehu. - rcm,ClOtlrl)' brocl'l9 should be nslolltd by cCI"'Pf:tent lebelr G'IIring IrlcUor., - l1Ic ljrvdc or lumlw:t;.\I::Jcd tor dicgOllcl end ...ert;col .eb memb~ a "flAIally 9rC)dcd in-prC"nt 0:1 per qUClli!, C.Cl\trol ManuClI. r:USTOMER: .~DRESS: No: DATE: IdAXIllllM' UNIFORM UVE LOAD (PSF) o S7 o 50 o 42 o 34 DEFLECTION LIVE LOAD L/360 CLEAR SPAN (feel-inches) o 21'-1' o 21'-1" o 21'-1" o 21'-1" 6L~ ..... . ; hsre:y c!rt1ty that tt<tls pia" j S~$;::::~::o';, Ci ;a;<:~W2S ~:;. I i <"-.." ~". .'" "r ""dor my ~1. :~ :"". : ",:"; -:"Z;::; 2:::1 L~2t ! 2.07; ,: -".- = 17Z:,:,d Poolasslone! I =:".:: >:71tCE:aWS o'thal ,~.~~. '. I j . :';':'. "d.tl:;R n.-1.')~1 l1AX!folUId UNIFOR.\I . TOTAL LOAD (PSF) 97 74 82 50 o o o o CRITERIA i TOTAL LOAD 6T ( L/240 l) ) b ~ ) ) . ) >> i hereby certify ti1at trjs P'" ',/ xl soecification,lX repcrt was p~rt- par~ by ~e. or un~:~.!~y ..c.~ rects~~e",-:s:o,l a...'!d ~.c,.,.' 0::.... a duly- Re;is~~iej P~:~ES~:O: ;?. EngiilGei u:-;:::e:- . ,a leI'S ::;.-t ~'c Starn c~ ~i:i;'le .. ;.. ADJUSTHtHf ~ I/z. ~SPA"4 ENGINEERING CERTIFICATION By: KEVIN M, FINN, P,E. 2811 WOODMERE LANE GOSHEN, IN 46528 :x i ... K.t.X. ADMT104tNT :5 In- _\7 r...:: r-:f'..'"': -.. -:...-:....1\.... ';L.A~ w.",:._-=. ...." ..., ~~..,..-- . "l. _ 2.~_ , ~..';.::: I TOP AND DIMENSION o 3 X 2 .a 4 X 2 o BOTTOM CHORDS GRADE · SPF #1/#2 o SPF 2100 f1.8E o SPF 2400 f2.0E o -REACTIONS JOIST SPACING (inches) o 12" o IS" o 19.2" o 24' LEFT RIGHT 1- OPEN JOIST 2000 fulfill~ ell eCflditN:ltU 01 Pt:rlormOl'lC't In IlCrts " Clnd 9 01 lile HalionQI elli'ld"'ang Cede: of Conedo 1990 cecile: UTleR) Clnd' cf Ontorio 8....)ding Code 1990 with C1me:nClllg tegulolJotU 41J/SO . 1.58/U IInd 1150/93 Clnd ot leBO . BOc4. ond" sacc of the United Slcl", of Nnerica (NER-.502). NOTES Ports ore joined t0gether ..llh -alcrproof p"'enOI ad)le"rve:s in ClecorO'anc:c with CSoII. 0112.7-"'77 , ASlM 0 2~59-92 and me 1.'90.1"'992. - OPEN JOIST 2000 ,,~ evoh.ialcd by loed te.llU done on IlIn sile aom,:llcs ps pet' CSA/evtJ-ClB5-1.I1!4 , )CBQ , Bce... o^<!' SBOO Code alcndcrds. .. OP(N JOIST 2000 i:s prool-tnlcd to CI minlmu'm Iood of 2. t times tnr des~n wol1ti"9 load ond is CllJolily C:onttohed by 0 q!"lcIir~ UWd party o'j'cncy. - Vohll::s lire: boxd on COMPOSCTE ACTlON w"'ere CI mInimum S/8-ird-, sntCItl'ling ~ .Ctcwcd or no.led 10 u,. top Ilanges C1ccord"mq to COde. - lC(crel breeitlg tn~t be instelled cl meJ;imurn ~t"j 7'-r;r o.t.. (I) - TcmporCt"j brccitlg sho!"lld tH: in:slolled by Com~lcnt Iobor during erec:tiOl'l,. - The grode 01 Jvmbcr used 101' G/q90ncJ Ol'\d vrrtieo:l well members is ml,lOlly greded in-pge.llt os pcr queUy COlllrot tnOllucr. :USTOMER: uRESS: '<0: DATE: CLEAR SPAN (feet-inches) o lS'-l" o 18'-1" o 18'-1' o 18'-1' MAXIMUM UNIFORM LIVE LOAD (PSF) MAXIMUM UNIFORM TOTAL LOAD (PSF) 99 74 S2 50 o 84 o 59 o 47 o 35 DEFLECTION LIVE LOAD L/360 6L~ . ':.'.:~ ~~~: ;=.: ~ :~..'- ..t.....~~:.~: :.;-, , . ;.; '~':~':;;': ~'.':. " . . ~~ :.:,.:' :\~ - - . .. , :. -:-: ~ :'\.,. " ....... . ....:::...... '. !.::'\~;;-,:::=.~ \': <:--:a,...., .-'-...., o o o o CRITERIA '- TOTAL LOAD r D. T ( L/240 ~~~5':;-~~.~~~\';;... -.. .."". G, .,......)0/....... I'T".~'\ -:.....,. 4... "."'...1!i; E.' -0.7/.,:;" ....... -0. ..,. .f' \ \ /. ..' l.t ~;~I'I-! :-.:. . 11'lI " .: '; r .: ',';:/3 ER 'i! : ~ \." E.28788 ./fJjJ 't."." .,,&~ ~~:~~i.'" .' ~# 'l ""~D'..."'...~""\..~ '\\;~. P.'10F:SSIO __- ",..."~,...","",,,~ \\,,\1\11111111111/111 ", "\N M '" " <"." ' f::",~ '" "~,,,~,. " ... .. ~ .f .. G\ST€"~.... ~ ~ - ,^-'<;; "T.,.." ~ ... 0""'1;- '0. ~ f . i No 1960003:; \ . ~ ="\ - 0::= ~ ~ STATE OF Iff! ,,~...'" -"" ~ ~ ~"....;<"ODIANl' r~ $ ~ v~ '" ,'" <-'" tONAL €.~ "", "'1, ,\\'\' II"'IIIIHII\\\ ~ ENGINEEIUNGCERTIFlCATION By: KEVIN M. FINN, P.E. 2811 WOODMERE LANE GOSHEN, IN 46528 . . . I ho'e~" "~~'i, ;'.1 this 0';.' -ri-~ S;:;;':';!:~O-,'~~,,,::~'~~"1J ~ ><i ~~~~~V^V~V~fY\.~ ~};'~i:,~E~:i;~i~:_-_ \ 11 .. Er.;~;~e~i:,,:,~~':ait_ j(j,wscft.1a I J..... ADJ\JST""HI'" lIZ' Cl!AA SP..... AD.AJsIHD<T " lIlL Stat . ,i,lOne ... . I?-CII-OO KoU. _ _ ~ i IollNIJ.lUI.l lEHC;rH l<2.in :.... F:r:n la-CIo-ao ~.....;.-................ No 04~:;,:l. IoU.NUF'J.C'TURt:D l..EI'\CTH """~,.""" . ""'''' \ " 12--'---'.!. ;:..... - TOP AND DIMENSION o 3)( 2 !I 4 )( 2 o BOTTOM CHORDS GRADE · SPF #1/62 o SPF 2100 fl.6E o SPF 2400 n.OE o REACTIONS JOIST SPACING (inches) o 12" o 16" o 19.2" o 24" LEFT RIGHT NOTES - OPrJi JOlSi 2000 fulfil!, all l:clIdilions of performcnce In porU " o~d 9 of the HclionQI B..n1d"lrIg Code of Ccr.cdo 1990 (COole 12118R) ond of On(llrio BulC:ing C'OC!II 1990 with emending regllloliot'l:3 413/90 . l~/U ond 160/93 ond ell lceo . eoc,., ond saco of the UrJted Stoles ot America (N(R-~2). - Pcrb ere jolntc1 together wit'" wolerpt'QOf pI'let'lol OC'hu~s in cceordcnct with cs,l, 0112.?-a.<<n . ASTM 0 2559-92 at\d me: .4.190.1-1992. - OPEN JOtST 200c .os eY1lluclttd bt load tests Clonc 00'\ '1011 $i;rc samples as per cs..vCAKJ-006-lJ~H . rcea . BOCA and SBCO cadc slcfldarcb. - OPEN JOtST 20(X) is ptl;lof-tated 10 Cl minimum load 01 2.1 tirnu the desi9" wQr'.;'no; locd end is quality ~lrglled bl 0 qucfiriC'd Ihil'd IXlrty c'il~l"IC)'. - Vall.leS crc bosed Ct'l COIr.lPosnt ACTlOH _here Cl mWrnum SIB-inch t/'lC:Cllhing is scrC'1fcd or no.1td ta tho top tlonga or:curding to code. - lolercl 'etacing must be il'\.lltaDed al rnallim\llTl nct')' T-r:t' a.e. ( K ) - OPEN JOIST 2000 tmlSt be t1ud undu dry canditio/U:. ror ,"el cofl4iHora COf'\SuU with t/'le monuract"'rcr. - Reqv;tcd borcring length m"'tt be determined for caeh Clppfie:otion bated Ot'l sp.ccificalions b:r the mCllllfcetl.ll'er Clnd mu'Sl neYer be feu than \..!5 ine:hes. - lunpotary btaci'ng shauld be nstoJlccI br c.cmpelcnt ~bor during .'cction. - Th. grade: 01 lumber u.nd rar diogancl and vert:Cal we:b mem'eers i.s 't\:svoDy 'llrodC"d i,-ple.nt Cl.t pcr qualit, eanltol manur;l. . CUSTOMER: \ ' r- JRESS: jNO: DATE: CLEAR SPAN MAXIMUM UNIFORM MAXIMUM UNIFORM UVE WID TOTAL WAD (reel-inches) (pst) (PSF) o 17'-1" 0 97 0 112 0 17'-1" 0 69 0 64 0 17'-1' 0 55 0 70 - o 17'-1" 0 41 0 56 DEFLECTION CRITERIA LIVE LOAD I TOTAL LOAD L'lL~ L/360 L'lT< Lj240 '~'."~::"'I _~.......~ "'::"0 :';"~o':'. A"~.~..,o~~Q4~J:r~I?~.z.~,.';.::~< ::/.~~"A)'"" ''':~:1:~,~:','''_'~~..,._..f::'... ., :-2...;~.i ~~~. '" ...~. .........' : -: 1-..'-.. ~ -'_ . . _; E~G:j'\:=~~ ~ _ .. ~~:;,.~,:,{<<.. i2';;; ,loci ...~ r;O,.c(:.-.t'o.~r~. M.\ ," .. k""";-. " . .-_~.::s~:.. ,~~\ -:'~., ."r~Jjt ~1.t,:S";',;~~ I.,: ".:,_... . '~p . , 4. _M...,' 'M ." <c,,"<:::"t=Z1 \:~;~":~'::j".':':'. '-..:0. ~'r--\..,..~ ....::.:,...:-."lO,c~S";)\ ,.,...~. ...,,It,,.,"~~,~~~ ..........-,....,,'\\\\\, ...~~~'t O,(-~:, r c.,"\.~." i kE:VIN M ~ \ ~ FINN' ~ \~~~) "'" ...,;';' \h"...~,. \\1'1111111"'/11. ,.' M '-. ,"''..-.'\l\N . f::'~A~"" ""~~.v; " l ~~G\STli'09^ ~ \. "/~ '() " g . r No 1960003J' . ~ :"i - a:= ~ ~ \ STATE OF Iff J ~~ ..../. ~~ '" <<:,,, '.?\'OIA~~ r;:'; ~ ~... uS .~ __\'-' ,...... "".1.1'" IONP' ~\-,\,.." IJIII ...... \\,\, 111/11:11.,,,\ J~ ENGINEERING CERTIFICATION BY, KEVIN M. FINN, P.E. . 281 I WOODMERE LANE GOSHEN, IN 46528 : ;-:e:.i.:1 :E;:"_.;: :.;:.~ .::,:~ p.::' .... ", :... '~~:'-':''':.:.5: . 11:EI~~"~~~~^V^V'~ j o.EAA SPN< ! ~: .:, ;;: .. .;". :.- '.::::: ::.j ~ .--. . .~'.:.': .: :', .....:.: ;:-:t( j k c.... .;..:~. :..:.:.:_.:::.':Zs.c:_: ; E~:;;.~';:'3.- ~::~~ . . 1Q\~"lJOITII S ~.'\'" ::/ ".:I~; . :.ts.. . "",,. c,:,:, I F ~ :'. "-r; x.... ":3:;;;:' . .-::...... ...... ''':' -. .... ""t-Vf1! Dc:.~~ I (. -<- ~ I l. 1/2' W2N:lolUl.l LDiCffii 12-00.co IoLANUrACTURto lENGTH ... HAX. ADJUSTMENT ~ 1/2' .TOP AND BOTTOM CHORDS JOIST SPACING CLEAR SPAN MAXIMUM UNIFORM MAXIMUM UNIFORM UVE LoAD TOTAL LOAD DIMENSION GRADE (inches) (reel-inches) (PSF) (PSF) II 3 X 2 .. SPF 11/12 0 12" o U'-l" 0 188 0 203 EJ 4 X 2 o SPF 2100 fl,8E: 0 16" 0 U'-I" 0 137 0 152 0 o SPF 2400 1'2.0E: 0 19,2" 0 11'-1" 0 U2 0 127 0 0 24" a 11'-1' 0 87 0 102 REACTIONS DEFLECTION CRITERIA. LEFT RIGHT UVE LOAD TOTAL LOAD .6.L~ Lj360 .6T < L/240 .... '.';:t, - OP(H JOIST 2000 fl,/lfi1t3 011 c:cnditiol't2 of pcrfot'mOr\C'e W\ ,erts .. end S of ....~..."I;. \~:: ,,'.:{/:.::. '-t.: U1~ NCltioftClI au.10'"g Cod~ of ~~o 1990 (CCMC 12118R) end or Onlario Build;l'1.... ,:,..f\~.. ,'. ..... ';:." " c:GCle 1990 W1"lh emending tc'jil.llaliam "'J/90. 158/9J ond 11S0/93 CIld aflCBO..~.."....~',," ". '. BOCA end 5eco 0/ the Unilecl' Slales at Arnerico (Nf:R-502). :- .J~.. , . .. . 'G'.:", =.. ~~. t=::..::':, ~ "_,_, .;.:,,;.' ..- ~ SS~:;\:=::-" _.... - ,,' .~ ~.' .",' ~', -,'r... ~. . ~" :\:'). .. ~:;'" .. ,.. ~.a::;:;.:.:, ~.. ,.,.5;f....... ~. -<~~;>:.,,,....,.::,:.'s... .;, - OPEN JOIST :ZOOO h pn;Jor-tated to c minilnllm bod 0' 2.1 li~ the daivn J",;RCF;'SS\Q~:"\.... '~.;. wor1r.i"9 Iood ol'l'd U lluor.ly ~"ttcl1lEd by 0 qlololir>e1t UUn:f party 0?e1">CJ'. "'1.0""".... NOTES - Pert, ere join~ l~ethef With .Qlcrpfoo' phenol cdhoiorc:s In ceeordence .ith c::sA C112.7-wn . ASTJ,l 0 2~9-92 ond ""'Te A190.1-1992. - OPEN JOIST :zoo:::t wos e-volualtd by Ioc:ld IoU 60ne on lu~ sirc :tarnples as pet cs.vCAH.J~5-J.t&4 . ICBQ . aoc.. end sacc codc slandoub.. - Values ar~ bc:sed on CO/r.lPOSlT( N:TIO,'l .l\ue CI minimum s/a-1nc:h Shc:aWn9 i3 SO'e-.cd OJ'' nC)l1c:d 10 !.he tap flanges cceording t~ Q)dc. - Lclerol brccing m~t be inslcDIt'Cl 0\ rr,lU.imum aery 7"-r:/' c.c.. ( I ) - OPEN JOtST :zooo mU31 be: Ined undO" c!ry conlfitioru.. for wet condiUon:s cc'"=Ult w1U1 the manufacturer. - Required bearing Ienglh ~\ be determined lor eoch oppi"lColion bc$eCf on apccilil:Cliat'::l by the monuloch.ret GrId mint nev,:r be less thon 1..:i irtchcs.. - TlEmporory brcdng shoul1:l be Ntcl!t'd by CCmpclent Iabot I!l.lring tr~on. - The grade of Ivm~ uud lor cliClljlCltlCl ~ vertical web mtmbers b 'ooiSllo07 gtcdte! "-p:ont ~ per qucaty c:onlrcl monual. r.USTOMER: ...1lDRESS: No: DATE: d~~~~~r17f~:~~':?~" r.:;. ,.., ~ C . ,-.,~, .' .--...,';" ;'~"~<,-;,~;1~~i~<9/ \\,IIIII""'J'r \,\' M I~", .,....<(;.~\N . ,(:'/~"'~_ f *-~"'.~ \ : '<(-<<; ~O ~ ~ . No 1960003:: . ~ ~"1J - a:~ ~ ~ STATE OF ,If! ff ~ ~ ~. ~ ~ /,yOIA~~ ~ f ~ ~ --,Q) ......... "'" .sIONA\..~\- ....' """ \\\" ""'"1111\1\\\\ ) i~ ENGINEERING CERTIFICATION BY: KEVIN M. FINN, P.E. 2811 WOODMERELANE GOSHEN, IN 46~28 f-- j .,.,. i I , I IIEif~^V~~V~ l Q...[}.R SPA'" t ~;~_g.._~. AD~T:NT' ~ ~~ . ~:~;,..".O;'';'~ ~'~'_~0 Jl2" LlIN!1.lW LENGTH 1-00-00 t.LANUrA..."'1l.JREO Uh'CTH TOP AND DIMENSION a 3 x 2 [;) 4 X 2 o BOTTOM CHORDS GRADE . SPF 11/12 o SPF 2100 n.BE o SPF 2400 12.0E o REACTIONS JOIST SPACING (inches) o 12" o 16" o 19.2" o 24" CLEAR SPAN (feel-inches) o 10'-1" o 10'-1" o 10'-1" o 10'-1" .. )tAX, AD.,1JSTKtNT :s vz' MAXIMUM UNIFORM UVE LOAD lo!AXJMUl>l UNIFORM TOTAL LoAD (PSF) o 212 o 155 o 127. o 99 (PSF) 2Z? 170 142 114 o o o o CRITERIA TOTAL LOAD 6.T" L/240 LEFT RIGHT DEFLECTION LIVE LOAD L/360 6.l~ - ~~NT;~T 2= ',l('~ e" ,00<<C.", 01 ..rlonnen<> ., ,on. 4 end 9 o! ..~~~'~~~.;~!~~~~f-~:'..'", \he Notiotlal aUl1('.n; Ccdl:l of Canodc 1990 (COr.lC 1211SR) end of Ontario B\lildtil;':::: ' ..~!'" ,;,.:\. ..... ...." ',. code 1990 with Qmcndi~ 'Ciuloticn:s 041,3/90 . 1~/93 Clnd 160/93 end of IC:S:l .. :,\,.\..\ ..' _. w aOCA ond seco of the Ul'Iited Slolr:s 01 kncricc ("'(R-~2). : -(;: : r:;X;'-; ; _: ENG;;"::E,::': : =: - PorU Clre joined r09tthtr .ith woterproof pl'lcnol o("=iYc.s In llccordonce :"-;; ~ . ' .~'_': w;th CS,.l. OI12.7-~n . ASTJ.( 02559-92 ond Me 1.190.1-1992. ':."(':'" .. t'o.Q. / ,'f:: .... .~. '. :.;c~'>:' .' .~..~ - OPEN JOIST 2000 wos C'Y'Oluotclf b:r lood tcs\5 C:Cl'Ie on fuG sI:l! sompb Cls ."I.i~"".. ...." ............ per CSA/CA'iJ-Oa6-1J1!I4 . !CBO . BC)(:A Clnd seen eodl: alCtldonh. ""t;-' PRO';:'S' :\':)~\').:\...", ttt '!: ~ ,t' - OPEN..QST 2000 i:s proof-t~ed to 0 minitnlJm loclCl Clt 2.1 timn Ole do~n ~",_ ,,' ft.f~.,_ wal'icinSl Iooc! ond is quo1!ty c.or'llrolled by 0 quclirlC'd lh:rd potty ogency. , ' . ,. .t - VOluCs ore bcsed Cfl CX1J.1POSrr[ ACTlOftf wt.ere 0 minimum SIB-inch IIheathing "'......,..........",,\ is sctC'Wcd or tlCll1ed to thl:: top fJansa Clce.ordlnSl 10 code.. . ~"'~i: ~~~'t - lel",1 .oe";", m~1 .0 ;"",,'" .. me.lm"", ~ 'l'-," 0." (I) f~.-/~s..i2'.M'~'f'\) - OPEN JOIST 2000 must be LOecl under dry C:Cl"~iliol"CS. fOt wet condition:s .'ClIlJv CCl~lt with the: mc.nufocluru. - R.,vl"d "onn, "n." m...' .. d,""""'''' ,,, co... e,pllcoUon ...... ..., ~~~ spc;:iti;:olion.s by Uw: mOl'lufClcturtr end n'l\I:lt never be less Ulen 1.!1 inches. - Tcmporory brocinSl shcvld N: nstoUed by ccmpctetlt loboi' clurng U~Hon.. ~.__~" - The qrodt of "'mbe,;. ~ed for diogoncl and verlieol web mtl'Tlben is ",,,, . ",.,"> ,"dod "'-P~'I o. "" ,,,Gty <0'"0' me",~. "---." CUSTOMER: ..JDRESS: No: DATE: ~~~,"t:..~'".\:''t,.''>b. -...,.~ 0;: t~~SSO~~~:. ~-b'5..":J."".. ....fI..;:./.~:,: It' ",'. ..., e!'C:l.' '. 1/.... ' ,.-; -.,'!\ it'! ... :"-, '~".\ ~~1 ';-\\\i\ .... .. . '-"il' .'1, . ~ : :'-' r-D': "j ~: I~UM3c:n . ii ~. '. E-2B7BB !.",J 'I . - t/;'~ ij%-,. . /,f$ i ~.'. ... <v~# i~~~9;'O'.........O~~~~ "-\\'*'t... P.'i.,,)F:S5~~~4r '1:.,~,.....,~~ \\\Illlll"'r'l ,,\' ',~~ ""'~\l \ N M. ;::-/. f'f" /*-~1-1-\ :: (~ '<:j'" g . N0196~1 \ . ~ ~"t1 _ ia:~ .~ ~ STATE OF Ii It! -:.~..../, '.~" ~~" ~!:,O/Al'l':''''' r;;'; ~ ',- v~ ~ _\\:J' ,'" ''\of IONA. L 'C.\~ "" "f" \\\,\ 'I"'IIIIIU"\\ i~ ENGINEERING CERTIFICATION BY, KEVIN /If. FINN, P.E, 2811 WOOD/lfERE LANE GOSHEN, IN 46528 lIE~~~v~~ j Cl..EAA sP..... I KAle. AD..J.JSTHtt-IT , 112- a.lINUoM.l lDIGTli 0-00-00 w..'1UFJ.l:TUREO lENCtrl .. MAX. ADJUSTMENT ~ 1/2" TOP AND BOTTOM CHORDS JOIST SPACING CLE~R SPAN MAXIMUM UNIFORM WAXIIolUM UNIFORM UVE LOAD TOTAL LOAD DIMENSION GRADE (inches) (feel-inches) (PSF) (PSF) . 3 X 2 · SPf' 11/#2 0 12" 0 1)'-1" 0 241 0 25S CJ 4 X 2 o SPf' 2100 n.BE 0 IS" 0 S'-I" 0 177 0 192 0 o SPF 2400 12.0E 0 18.2" 0 S'-I" 0 145 0 ISO 0 0 24" O'S'-I" 0 113 0 128 ~EACTIONS DEFLECTION CRITERIA LEFT RIGHT LIVE LOAD TOTAL LOAD ~L(. l/360 ~T ( l/240 NOTES "'<',;;;~;b":',,, - OPEN JOlST 2000 fulfills ell corodl'UCIt\S of PerlormCl'lce ., pCfts " ond 9 of ~,:> ~'.~.:-......,. .}.;,G: . .., t.h~ Nollonol S....1d'in'il Code elf CoI'lOckl 1990 (COote 1211BR) end 01 OntoriC! a",i1di~ ~?.' . ~'.;';"':t''''''... ,Qdc 1990 with emEnding rcS;1.ltcUon:, 413/90 . 158/9J cll~d IEO/S,) CItld or ICSQ" .0:..: .! .. _.' .,~ soc,., cmd seco 01 \he United Sta1eJ 0' America (NER-502). .... ,," }(EV!~ ~~', '. ':. :. = -t:!: FiNN .:. : : ENGIN~E? : =::;= -':, . : ;z;= ~c;. :" No : ~= .~. 3--:' "~.- ....0- "" SJ__ .'~~... P <<'^ ... ..'~ "...... """ v A ".~.t" ~'-...... IPP1 190FESS\{)~ ",... III1DD"IIC",\t - Ports grc joined together with W"O!crprocl phenol ClO'hesivc:s in CCcot~nc:c with c;s.. 0112.'1-l.l77 . ASTU D 2359-92 Ond mc A190.1-1SS2. - OPEN .JOIST 2000 -os cvclloK1tcO' bot lood lcst., C"one an {1I~ site S'Ctnplo gS per CSA/CA1iJ-C6S-U84 . ICeo . BOO. ol'd SBCO cede slGnllG~ - OPEN -'ClST 2000 i:s proof-tested to 0 miniml,ltn Iocd (lr 2.1 limc..s the 1:fe:s'9" -l)f'1dni bod ond i:s Cll,lofi1y c;.Ql'ltrol\e.d' Illy D q\olcTirted tllird petty c,;cncy. - Yo/ues cre hosed on COMPOSITE ACTlON where e mininwm S/8-ir.ch sheoth'rlg i:I SC'nred; or flailed te the lop hangQ according ta code. - l..cluol btocinlf rT\lnt be itUtoRed crt mo..itnvm cvcty T-rf a.e. (B) - OPEN' JOIST 2000 m~t be I.lSed undO" dry eonditioru. rer wet ecr<:ition:s COttsl.llt wilh the mOflOlroc:llJrer. - Reql.li'n::d bearing length musl be: determined rer eceh opplication bo:scd en .ptcilicali.ons b)' tile mOllufClCllA't1' ond m",,1 nne:r be ~ t/'Icn 1~ inChes. - le:rn9Ototy btoc:l'ng should ~ nStCilC'Cl by ccrnPf;t~t Iobor elurlng IfectiOf'l. - The grade 01 Ivmbct' u3ed (Of' cr.,goncll cnd 'rCrtiecl _c~ mtm~lrs ts 'l"isuclIy groc:led W,-PMnl os pet ql,lolity ccntrol mClnlolcl. ~l~"::-'."'''\\t\:.:... .f-""'('::. C::".. ... !;i~~J .~~... .- ;-:'>~ ~;Z~ t-::::: ;':.2.::. CUSTOMER: :.. ;:P:i 'l!~ ~;"a- ~.,::~.~ ~~;;~~'r'Y ~-:~ \ :r-uRESS: )! iNo: . '. - -.- ..... ...... DATE: :. . ......;'.... ........ ?~..::;;;:: o:~' --t--'i. .::. 2 1_"'--1' ~~~~~""'';f.t~:>-"" ...-'?:G: OF M!SS.~;~~;.. - ""'.... ..C"..... vv....~r." ~.....t,'.... ...Ii,...~~> If"".>" ...~.. "1~ f:I o' " ~t J ;" KEVi:--.l M. FINN " ~ if. . rR' l'i ~: NUM8c ~ ,1 . 88' It ~\'. E-287 ! ~i ...\...;.. ..tyi!? it,'('':''. .'0. #$ .eS;;';~>". ..r.<r..~~ t\..~9~........... .~'t-~ '~~p i'.~O,=ESS\~....- ."''\.,,,,,.....~'"lIiO ,\'11111111""" \\\\ ""M 1111 ...",,\~'\l \1''' . t"/~ ',...."" f ~..~(;\STl;IY~ r;z.. \. ! I~ 0 ~ g 0 I No 19600031 .; ="'0\ CI:: % ~, STATE OF /fj I 1;..~... ~~ %. ~"',.:IVDIANVr~ ! ? \S' ................ __\V" .:- "...."..,. O'/ON" \.. ~\-,,\,..,..., ," r. \\\ 1I'1/1I1Jlll\ln" ~ ENGINEERiNG CERTIFICATION BY: KEVIN M. FINN, P.E. 2811 WOODMERELANE GOSHEN, IN 46518 II E""~~Mw~~l I ClEAR SPAN I tWC. ADJ\JSTK(NT ::) 112. .. MAX. AD..ft.JSTHOlT :s II'Z' t.aNll.lUJ,l lENGTH 09-00- 0 iof.AXUF'N:TUREO LENCTli TOP AND DIMENSION . 3 X 2 jJ4X2 o BOTTO-M CHORDS GRADE · SPF 11/62 o SPF 2100 n.6E o SPF 2400 f2,OE o REACTIONS JOIST SPACING (inches) o 12" o 16" o 19.2" o 24" LEIT RIGHT NOTES - OPEN JOlSl 2OCO f\lllilts 011 conditions of perl'ormOl'\Cc n ~arts 4 end 9 0; the Hclionol BUI'd'1ll9 Code 0' Cenoda UIlIO (CCIolC 121 \BR) and 0' Ontorio Buildi/lfl ~c 1990 .ilh amcndin{l rcg\lIa\lcf\S 413/90 . 15B/9J and 150/93 and or Ie,SO. BOCA Clnd saco at the Ullitcd SlolC:3 or hnetiec (NtR-S02). - Porb Cite ioir.Cd t09cttlcr ..itn wotco1Yoof pl'lct'lol cdhC:3r..e.s in acccrdoncc with CSII OtI2.7-wn . A5n.t 0 2.5~9-92 and Me 1.'90.1-1992. - OPEN JOtST 2000 _12:11 evol\Jolcd by load tuls d:)nc on lull size S'Gmplc C'S pet c:s.yCAH.J-08s-wM . COO . BOCA and SElCCI code alondon:h. - OPEN JOIST 2000 i:s proal-tested \0 0 minimlo'm lood cor 2. 1 times the d=~n wt)t1cing bod and is 'quomy conlrgZltd by 0 qval'1ricd thtrd p('jrti--~. - Vclucs CIte boscd ctl COl.lposrrE: IClOH _here CI mtnimum 5/8-inetl 3htath1ng i3 :lC'CY'Cd Of' noiltd la the .tllp f1c~ Qc:e.grding to ~c. - lClten:l1 Otocr.1jI m~l be iNloDed e\ mCl.imum tote", 'T-fJ' o.c.. ( i ) - OPEN JOIST 2000 m~t be I./'U<I uncltl' dry con4ilion.s. ror .ct car.ditioft:3 COflS\llt .;l1'l the mllnulcchlrcr. - Reqvircd becMg knglh must be dt\trmined lor eoch applicolion bcSC'd' 0I'l s"ceiliC'ClliOtt:S by the: mct\l.Iloclurcr c"d tnU'S1 never tic ~ thon 1..5 inche.s. - l\!'tnpotlll')' bracing shou~ be ~olltd by competent IebOr during et"'e'Cli01'L. - The "rode or lumber l,lud for ClIQgcrn:l end Tt:r1~1I1 .eb member, b 'l'iSlJll~ lJrClded in-~nt os pcr qllll::t)' tonll'cl manuel. : CUSTOMER: .IDRESS: r I INo: DATE: o o o o DEFLECTION LIVE LOAD l/360 CLEAR SPAN (feet-inches) o 6'-1" o 6'-1" o 6'-1" o 6'-1" L>L ~ ,., '.." ...~: .: . . . ',-.: -~ . ":-'.':"::': ,'_.,.._.~. : :....~'. ./.~~/!. . ..' ;.:,~:~.'- .... ~'.':!.:.~~:.~:,>~' :-.'-...."'-.~v.""\:. ~~?JJ: ,'. "',' . -- .~_... i r;e~;':.~. :::\i~;: fr;zl: trJs ~.!t!:. r;:. . ::ia;:~!"!:".'/n~;~ ,. ~ . .:, ;.;r.:::er my c> ! .-- ...::,.i-:r.!!;=~a~:s.i1 I I ~ _. ~~c3~':r!c: ;=;-o:eS!i:l;;,a; I n-:.: :.i::'~J:.:.!.;-t-'a:2.....sct~e I I ~",a'n?fr I I k:'.';;, :.i. ;=jr:~ I :,:"~.'. ~.C" -:\1", "~jU:::; ~~;Ja :':':; V"7 ldAXlMUloI UNIFORM UVE LOAD (PSF) 241 177 145 113 MAXlMUM UNIFORM TOTAL LOAD (PSF) o 256 o 192 o 160 o 128 CRITERIA TOTAL LOAD L>. i ( l/240 . ,- . .- <::='r;,; ~,1. FINN , -l\iii\IBER , i2B788 , a:: OPEN JOIST ~ ENGINEERING CERTIFICATION BY. KEVIN M. FINN, P.E. . 2811 WOODMERE LANE GOSHEN, IN 46528 IIEt'V'~v~ ! ct.r.AR SPA"! ! KAX. ADJVSTHtN1 ~ lIZ'- J7~~O t-KAx. AD..\ISTHDlT :5 1/2' LflNllNJ,twG'Tli ea-oo-OO W."IUF......""TUREO lENCTH TOP AND DIMENSION II 3 X 2 lJ4X2 o BOTTOM CHORDS GRADE · SPF 11//12 o SPF 2100 H.SE o SPF 2400 f2.0E o REACTIONS JOIST SPACING (inches) o 12" o 16" o 19.2" o 24" LEFT RIGHT NOTES - Pellts ore Joined t~elhcr .ith waterproof phenol OCllcsiYc.:s In oC~ldoncc ..ith C5.\ 01 12.'7-l.In ". ASTM 0 2~.59-92 ond Me A190.1-1992. - OPEN JOtST 2000 _c:s ItY'ClUotcd by load taLs dOt'll: Of"l 1,,1 sile 'lImpto CI per cs..vCNu-Oll5-we4 ICeo BOCA. and S8CXJ code :Ilcndcrvs. - OPEN JOrST 2000 h proof-tested to 0 m:nimum load or 2.1 limu the C'CS:91l. woriUnSl !oed ond i3 CllJolity c.cmlrol1cd b;y 0 quolirPCd lh;,lI porty C1gcl'lCy. - Values CIte ba:s.ceS 011 COUPOsrrr .-.cT1cm where 0 minimum 5/B-ifIdo. skccW"Sl b :IICl'"h'C'd or tI01"lcd to the top 'Iofllila according to C1)(c. - loh:rClI bracing mU3l tu: installed ot mozimvrn ric"1 "-rJ" o.e. (i) - OPDi JOtST 2000 mint be Ll2ed under dry condition,. fef .e1 tMCilicns UI'IS\llt -"th U\e mOt!ufec:1utet. - Requited beartng Itnglh musl be delermined for CClch oppllC:Cl1ion b<:s~d at! s,;tccifieatiens by the mOt!loItoc:tvrcr Cltld mlolsl nev-rr be less tilafl 1.5 in~hu. - Temporery brocjng should be irtstollcd by competcnt labor clun"g cred:ol'l., - The grocl'e of lumber uud ror cr.agon~ end ...ertic:al web members b wisloIolly grad'ed tn-P~t1t 0," p~r qualIty control manual. CUSTOMER: I ...JDRESS: I I I No: DATE: J1. .... CLEAR SPAN IdAlOMUId UNIFORM MAXIMUM UNIFORll UVE LOAD TOTAL LOAD (feel-inches) (PSF) (PSF) 0 7'-1- 0 241 0 256 0 7'-1" 0 177 0 192 0 7'-1. 0 145 0 160 - 0 7'-1" 0 113 0 128 DEFLECTION. CRITERIA LIVE LOAD I TOTAL LOAD b.L ~ L/360 b. T ( L/240 . . ~ - ~ .: ~ n' '. ."- .' ;. . .' . ~. .' ". ~ . - OPEN .JOlST 2000 fullilb oU c'CInditiolU of perlormcnce it'l parts -4 end 9 of VIe Noticmcl BUl'1d"lI1g Code of Concdo 1990 (CC"'C 1211BR) Clnd of Onlano Bu~dilig code 151510 .-ith emending tegulaliatU 413/~O 158/513 ond 150/93 and 01 ICsct. 9<XA OM seco of the United Slotes of Nne,ico (NE:R-502), ... .'. . :.=~3;\~::;: .-.. =:. . ~... ... '-~ ~.'- ... ~, . 11 ., ~ r::. ..!. '~:->':"'" ........'... .;;~.~ -~:/:LX~:::~.:;::~> ~~~:;'~':'i ,::: ~:€"O_~';" "'. -......'?"..........-...... ""'. ~ v~../...... ".....;~- f~l~~ : :",S-:::',: =;!;~:f." :t:~t ~:s ::i!.~ :: h~:':': :~:. :::~;t;:-.;...;=.s:::.;- ,":~.'::: ;'",;. :;~ i.::':C.!;- T:j,' ::;_ : ~:: ~ .~.:= V.! ':1'. !..:~ !:-:!.~ : z.::; .l.: ~ ,. ,:,;''',.-,: ;';--''''00'' I : ~i.:~':;;&~.~"'=f~. ! . I I . i .... ~eSlC;~ 1. 'r-"i~ !~~r;:~9tm~:~~?~~;,: .. .. I'; .. _ f ...... ~ t ..)......:~-:::~ ;) ~~ I - - k l~:, c-28783.: B ~'\r:::,. ...il ~. .\:.n-.'~. ..1" ':..~~ v~.~~~:>:.~j~~SS<~_- .............+..;.."'t........~,~ \\\,"llllll"""IJ1/ "",~.~\~ M. ~/A>" ".l....~.'Y.. " ",'" --<;'o;..<?>\ST~~~ 'V '<:. ~ rQ;-" ~O\ ~ g . I No 19600002 ", . : :"1J1 - cr:= ~ ~ \ STATE OF Iff f ,,'<1.....1. ~~ ~ ~,,"'?\'DIAI-l.~ r::- ; " \l0':'" _'-v .:- "........" "/ONAL ~\.... ,......' "'1 ,\,\' 11/1'"111\1\\\ ~ .......- _._._----.~-----_._----_._-----' ENGINEERING CERTIFICATION BY: KEVIN M. FINN, P.E, 2811 WOODMERE LANE . GOSHEN, IN 46~28 lIE~~~ j CI.fAR SPffl ! IWC. AD.JvsTHl:NT . IIZ'- .'-.oJ~OO "'INDrlU\.I LE....'C1l-I C17~Da-110 W,NUr.-.cruREO l(NCTH TOP AND BOTTOM CHORDS DIMENSION GRADE · SPF #1/112 o SPF 2100 !l.BE: o SPF 2400 /2. DE o JOIST SPACING (inches) o 12" o 18" o 19.2" o 24' a 3 X 2 P 4 X 2 o REACTIONS LEFT RIGHT -MAX. AO~TH(NT ~ 1/2:' ... CLEAR SPAN WAXlMUM UNIFORM MAXIMUM UNIFORM UYE LOAD . TOTAL LOAD (feet-inches) (PSF) (PSF) 0 S'-t- 0 241 0 258 0 8'-1' 0 177 0 192 0 S'-I" 0 145 0 160 - 0 S'-I" 0 113 0 12B DEFLECTION CRITERIA LIVE LOAD I TOTAL LOAD lI.L ~ l/360 6T <: l./240 - ~~T~~ 2000 tulml. olt cond"io" 01 pcrl"mo""" in ports "ond . 0' _....>.'.:,:.':,~:.:.~..;. lhe Natiol"lcl 9uird"",go Cede ar CcrJQdCl 1990 (cOle t2118R) end of Ontario 81.1i1d>a~..... r ._".........': _ cedc 19S10 with omer.ding regl.llotioru 413/90 . 158/SJ and 160/93 iCnd of lCeO r..- " BOCA.end saca Dr the United 51011:2. 01 America (N(.R-~2). : "".... K~":\ .'_. i :".::" :=::';:" E~~~ii'::::::'i - Porb: orc joined toogc:tl'1cr _iUt .o!t:rptoor phenol o~~s In otC'OrdClflce .it.... CSA. 0112.7-Un . AST\C 0 2559-92 ond me A190.1-19!i2. - OPEN JOIST 2000 "liS r:volualed by Ioa4 tab dCW'lc Oo"l IuD site somp!~ os po:r cs.vCA.\lJ-OS6-1.1S~ . leBO . BOCA Dl'Id saCCI eade .lOfldorU - Or-EN JOiST 2000 b prCDr-tened t~ 0 minimum loQd or 2..1 times the des:.g" .:tt1cing Iood God i.,: qUCllily l:Onbolled by a quQrirrcd Utinl potty cgoer.cy. - V.::I\lC3 are based on CQl.lPOSlT( ACTION where 0 minim\ll'tl S/8-!r.clI shcaWng is :Ja_~ or ncn1ed 10 the: tap flanges acca,din'il to CQ(jC!. - Lclcrllf bracin'il mLdl bt if\.slcaed at ma,.imlJTtl hery T-U' a.e. (I) - OPEN JOtST 2000 mu:st be u:sed 'md'er dl'Y condition:!, fM ..et cotwf,Hcl\S COft2ult wit1'l thc mCl'lUratturu. - Required bearing IcrlgUt musl be dclenntncd lor coch application beud on specifications by the manufacturet and m\l~l ncycr be k:sJ than 1~ Inch.... - Tcmpot'ory bracing shOI.l!d be it\staJled bot competent Iebot duritlg t:l'<<t:cn. - The grcde 01 lumber u'Sed l(Jt d".ogallcl end vertical we:b membc~ ts visually graded Ln-p~t o:s pcr quality Control rnonllCll. ::USTOMER: ;DRESS: 'lo: DATE: '-'" :~: . .. "';":~' ...... No:, :'" .::;:: ~-:"""'....... SE'::;':: "'.:<:t.... .....~(""}, .... ~,"", \.:. ..... '''P~ ~~,~.~..:~~~~.~~.:.\"...", ""~,''''::::::-::''OJ _1~' ~:'IJ~Ul'. .~1""'''''''''''''\'-'''~''', :........€. 0:-,;.' -:....:<~~i>....uo..o:.;OJ. (:." ; v",;." .....~.:;". : ~t KE;', "1'>) .. ,; ':', ; .~ _ IV'" ..... . 1 ,,:-,' J : 'Y~,.,\~,_,.....-., "f' ",,:' ~~ ,::~.l;,' ~L'~~' .'. I "'~l~~,.~,~;:~;~~'~ . ~ I /I~~h~~}:::-', ! ;:~:,~.s~~ '~ I i I ..: :.p; 1';0. ---24iCU;:~ I?-<.l~ :Q,.,..,.~"'l'.",.~":t.'l'..'":>~ ".~:~';;: t.~!ssc:~l.. ""::::;..'t....,... .fI-9)~> ~S."" .... "I. '. e;.v:. ... t. .f; .' r\",; , ~i' '" . '-'.:'''~' r l~\' . ~ I~""'~; '---"';;\''';\''\.~R' :~~ ~<' ~ q :!\^Q,c . ~4 1:,:. \\\,;.,,1,..# . ~ ':;" E-25788 /IliJ " -':;" ,,',ffj/ . ':.~ . ..Gp ,,' ',."":'.. ..'~<V~ ~ " .,............\O~~-' "... . ;'0 J F'lJ~:SS\~_- '. .~~-.:.<:..~""~qao . "IlIIlUf"I", \\\'\ ..., M 11111 ,,"....~\I" . ""I",. "" ,'.,..... 'VA. '" .f '" ....G\STEJ1'"'"' ~y ~~ ~ <t-~ '() ':. E . ~ 196OOO:l2 .; :"l _ a:: ; ,J l STATE OF ilJ E -=. 0 !JJ:: '% ~ I.....O,.~~ ~ ~ ~ "~n ... ~<;;: ~ ~ ,,:t\ G' '!\,"" 0(,'" "'"lONA\..... ".., "'/ ".' "'lItult"'" ..... .\ i~ ENGINEERING CERTlFICATION BY, KEVIN M. FINN, P.E. . 2811 WOODMERE LANE GOSHEN, IN ~ llE~ ! cw.. "AN ! MAX. AD.AlS1HtHl :s IIZ.- ""-fll_M -MAX. Atl..A.r.it"I:KT :5 11'2- 'lIP,,,,,,,, lENCT>< 06-0'-00 loVJiUf......""TVIU:O lDiCTH TOP AND DIMENSION II 3 X 2 o 4 X 2 o BO'ITOM CHORDS GRADE . 5PF 11/12 o 5PF 2100 n.eE: o 5PF 2400 12.0E o REACTIONS JOIST SPACING (inches) o 12" o 16' o 19.2' o 24' LEFT RIGHT NOTES - OPEN .JCXST 2000 (ulfills ell te~lion:l of per1crrncl"a i"l potU 4 ot'ld SI of tht Hatlomll 8uiloll'lg Cod. cf CcncxSo 1990 (ca.ac l2ltaR) C/I'ld of OnlGOo &.l~dif'19 ~. 1990 ..i\h om.n6ng ~l.lol'\'l 413/90 . 12/93 ond UO/U ond 01 JC80 . BOCA end seco at the UM~ Stoln 01 ~ieo (NER-502). - Ports ore jo'lne~ together with .ct.etfltocl JlI'ltnol odhe3iYCS In llC~CC with cs". 0\12.7-\ln . ASTW D 25~9-92 or.d Me A190.t-1992. - OPEN JOtST 2000 1IrC'S ~lUG\td bf 1oc:ld ~ done 01"1 rut .ru scmplc:s en: per cs.vc.vu-<::elS-~4 . IC80 . BOCA Cf'ld seco code .londc:~ - OPEN JaST 2000 is proof-tmt:d t.o 0 mimln\lm bo<J of 2.' lima \/'Ie d~n ...onirtg bod ll",d i. qO"lolity ""trol1~ bt 0 quolirocd th"ot-d ~ ~. - VI:Il\.'C3 ere bcse4 liKl COfoiPOSI1"E #CICft where Cl Mnmum 5/8-i-d'l sl'1~lrlng is ~ Of "O~td to lhe lop tlcng-a a~corling \0 code. - lateral tlfa<:inQ must be w.toaed c\ l"Mlimum ~ T...Cf' Cl.e.. (I) - OPEN JOiSt 2000 mlat be ~ undCl" dry conditions. ror ~t c:ol"o4iticl'll CM'lwlt wiv. \he mQt'I\IlQ~tL.lrCl'o - Rtqw~ beo~ "=ngth mllst be delumirlcd lor cod\ oppl"miOl" based 0/'1 ~~tiC'OUDttS b:1 lM mCl'Wr~h.1tC.. cno;f tmat I'le-rtl" ~ k:ss \hen 1 ~ intJ'lu. - 1l:mj)Ol"'C"I btoC::ng ~ould be instolTed bJ tOmpctt1'lt \oboI' dutirlg et"'tetiol'l.. - The grode 01 tumbc..t.lIsed for d"<Clgend ClI"Id verticol web l'T'lembc~ 1:1 ...w.sclIy groded in-ptOnt os pel" que&t1 eCll'lltol monuoJ. r:USTOMER: ,: , MiDRESS: No: DATE: .. CLEAR SPAN IoIAXD!UW UNIFORM UVE LOAD lUJ(]MUW UNIFORM TOTAL LOAD (PSF) 256 192 160 126 (feet-inches) o 5'-1' o 5'-1- o 5'-1' o 5'-1" ~L ~ (PSF) o 241 O'ln o 145 o 113 DEFLECTION UVE LOAD L/360 o o o o CRITERIA I TOTAL LOAD ~T ( L/240 ,';":"~~~;:'~:>;"" ~"tOF~O h . '......,...... .~.ltI....;...:.~ ~..... ~~.............t:.:'~~ ;",:::./\ ...;-..;,....... 'C:J.- . '_.'/'l:~ .~' ." .,,,. o. .'. -:. go" ". #j : .;: :.q.~\~{. ~ - ~ ,f ... 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':'toJA~'" ~ l ~ ..."... ~'" ~ ""'",U'/ONAI. ~'\-",.$' "I" 1"\ \\,\' '''"tttl'''''' I : '- ':7:, ::. ~::-::~.:. ~~,~ -;~:! ;'~;, . ,. . . . . . ~,. ..t.:: ~:'."l'! : ';" i ....;. .. _..-, .... .. , .. . .. -- .. .~. i I , i '~. ....,u....... ~ ~.. ;.: ._..h. _.' .:..- . ....;.. . , - .,.-- :;.:.e=-::<. i 7..''':- <. )_<;"1 Notes, unless otherwise specified: 1. U26 HANGERS REQUIRED FOR PROPER TRUSS TO GIRDER CONNECTION (18 TOTAL) 2. HUS26 HANGERS REQUIRED FOR PROPER TRUSS TO GIRDER CONNECTION (25 TOTAL) 3. ADD "A-CAP" TO TAKE OFF FOR "A1" AND "A1GEF" TRUSSES (11 TOTAL) 58-0-0 21-8.8 18-7-B 17-8-0 rr 0 5-1-8 HO D I... 11-3-0 D " " " " " " " w ~ 0 \ / " " D ~ \ D / GR " vkJ..o" v 09 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ v 09 1/ ~ 9 "- r/ i ~ v 09 ~ "- v ,"" "" N " 9 W W W W W :;j :;j N M M W W W W W W W W W W W W ~ 9 '-.... w . " 9 9 ~ 9 S' ~ " ~ ~ 11>07 2707 ~ 3707 g 4707 GR - B "- \\1 \1/ B B '---0 0 " B ~ B B EF "" ~ "-- ~ 22-0-0 36-0-0 .- ., "NOTTOSCALE'" REVISION OF 1212005 TRU55 MANUFACTURIrM; co. 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