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Home My WebLink About06010045 Correspondence Mar 07 06 10:18a p.l " . -.. A Weyerhaeuser Gre at Lakes Technical Team 6460 Busch Blvd., Su;re 200 CobJrnbus, Ohio 43229 Phone: 614-781..s840 Fax: 614-431-3377 Weyerhaeuser Weyerhaeuser 5"3tf6r~1b S- Fax C--r<I11t=L. . ~6;"t: <J'(.JR. To: Mike Garvey From: Jason Shumaker Fax: Pages: 4 including this one P","- Date: He: Headers at lot 965 West Village cC: o Urgent o For Review 0 Please CoIn_ 0 Please Reply o Please ~~.ICIe . Comments: Mike: Here are cales showing that the joists adjacent to the joists that were headered off are sufficient to support the headers. let me know if you have any additional questions. Thanks, Jason obol 0 of) NOncE The information contained in /his fax transmission is provided to you as a service for existif'g customers. If you believe you have received this fax transmission in error or you wish not to receive similar eommunict!tions in /he future, please notify us immediately by calling 614/781-5840 or faxing yourtequest to 614/431-3377. Your request must identify /he fax number(s) to which you want us to stop sending similar communications Mar 07 06 10:18a p.2 -'........ ~ ~~ ~Wlf!!!......... 11718" TJ1@23O@ 19.2" ole T J.Beam86.20 Serial Number. 70011120620 U.or. 4 3/712006"""3/W THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE -, ......'""""" 6.2(>'6 APPUCA TION AND LOADS LISTED is' 61.14"' 1!1;' . Overall Dimension: 31. . 112- L ~ J J '" '" 12' 10 it". Product DiagI'am is C""""PtuaI. ~ Ar\alysis. is for II Joist Member. Prm.,,- LoDCl Group. ReIldll:ntl8I- LivingArwas (psi): 40.0 Live Bl100 % duration, 12.0 Dead Vetticallo8ds; T,.. a.ss Point(lbsl FIoOf(U)()) Poil1t(rt.) Aoctrt'1.00) u.. 32 2n ..... . 58 u.cao_ "31fZ" 2'7112" -...- """""'"' SUPPORTS: Input ....... Vertlc:al RudIons fibs) ...., 0.,., ..... Loa'" u..J1load/Up""'.... 1 ....- '50" u,. 76fH200/01971 A3: Rim BoW 1 Ply 11'....1(" 718"'o.ae TJ-SItMd Rim BoanMl , ....... 350" 3.... 1337/39&/0/1735 B3 ...... 3 Stud waD 3.50" ,.25" 371171/.10/448 A:tRinBOiItd t P1y1114~x11718"O.8ETJ-StrandRm 80lIrde -See TJ SPECIfIEFI'S 1 BUilDERS GUIDE 1or1;letail(s): A3: f&n Board,83 DESIGN CONTROLS: Mliximurn DesIgn Cont* Shear (1'-) -973 953 1655 Vef1ical RoactIon (lbsl 960 960 1157 Moment (FH..bs.) -25l1M ..29fM <<llS Live Load 0IIl (in) 0.355 0.458 TatalLoaclD8II(i'\} 0.443 0,916 TJPro ~ Arlv -Deflection Criterlll: $TANDARO(U:V480,n:Ln4O). .Deflection analysis Is based on composite aetiotl wiltl.i~ tayer of 23J3T PanatI (2..... SpM RaMoI GWED & NAILED wood ~ddng. -BTac;ing(lu): All compression edgIts (telp and bDttDm) must be a-c.d at of' ole urtIeSS deailed DtIwwise. Proper 8IIiId'vnerf; 8IId IlOSiIillninQI 01' /aIef8I bracing is ~ lDac:hievemembetSblbilq; .n.,badCClfldllionsconsidBrudlnthisdesigrl~ir'IclIde.II:tImatememt>er~ktaclng. ! Conln>' Passed (58%) Passed (83%) Passed (15'Mo) ...... (lJ62O) Pa98d{U~) p"",", .......... Ll end Spen 1 .......FIoor...LTERNATE span Ioadi1g Bearing 1 1.I'Ider Floor AlTERNATE span loading a-ing 2 undlJr Floor Ioedlng MIDSpen1 \J"IderFloorN..TERMTE,~loading MID SpwI' t#lOOr Roor AI. TERNATE $pW\lolIdirlg Span' ADDITlONAL N01'ES: ..fMPORTANTt The ana~sis. presented b DlApul from software deYeIopeod by Trus JOist (T J). A110wabte ~~ ~8lJ!i' ac:cordanatwlh curentTJ materials and code acoepted design values. TJEnpNeringhas~theanalysis. Theinpulbad.and~ha-..~prOoIidedbyothers !WE f'l'llt:Hf1T lantlmusfbeyerl\edandappnwedfor'lhe.peieiIlc ~bythede$igrl~forlhepnljltCl -THIS ANALYSIS FOR TRUS JOJST PRODUCTS ONLY! PRODUCT SUBS11TU11ON VOIDS THlSANALYSIS. -AlloWable Slress Design motnl:IOology_ used10r 8uilCIftg Code UBC analyzing \118 TJ DisIrtlUtiDnpraduClli$led 1Ibove. -Waminrg; Spen eJrCIIlIds RMidential Speciflllr'S Guide span (lJ.illOtable). SlrengIh end sliffnuN requiremera fllIMI been met. PROJECT INFORMATlOft: OPERATOR INFORMATION: ...... Shum_ '.~0lt1._ 6460 Busch Blvd Suite 200 CoUnbus. OH 43229 Phot'l8: (614)430-'532 Fax: (61") <l31..a377 VllATlakj@lnlSjOiSlcorn Covyriy:ht n 2UU:. by Tnw Joist. ol Wey~rll..~..u,;..r Uu..lnc&5 l'Jl21 3nd T.1-8......... .U:.. reqt5tc:-cd trildesaarks of Trns Joist. ,,-I .1..1"''''',I'r..,''' ;,nrl TJ-I'ro''' "~,, tl....dt!llli.rk:: of 'I'rul' Job't. Mar 07 06 10:19a p.3 ... l~ ~i'#l!.!!!:.......... 117/8" TJI@230@19.2" ole T J-8811f1'18 6.20 Serial Number: 7000720620 U-.. 3l712OO6"",'5AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE p..., __=,, APPUCATION AND LOADS USTED 18' 61/4" Overall Dimension: 22' 3 1J2'" ,- ~ IIJIll ~ . 3' 9 114"-'> Product Diagram Is ConceptuaL J J . .a. .&. ~ An8/ysiI: ill lDraJalsl Member. Prmary Loud Group - Re~ - LMng Arfta [psf); 40.0 l..iYe .100 % uation. 12.0 Oead Vertic:8llOllCts: r".. a... Point{tbsl Float(l.00) Poinl.lJbsl FIoof(1.001 .... 32 272 Oood . 58 l.ocotion ,"31/2. 2'7112" -- ConwMm SUPPORTS: Input ...... v.rtical Reaction5 (Ibs) Ply ..... ...... ..... ""'" ...... L_'" L.IveIDcacUUpllftfTomI ..... 1 ....- 3.50" ~,.. ml205/01932 HI' HI' HI' A3: Rim Bo8rd lPty11M"l(t'7IfrOJ'ETJ..StrandRi'n~ 2 S..._ 850" 3.50" 16091416/0120e5 HI' HI' HI' 83 None 3 TlIT\bersItancI LSL Bnln 3.50" ......" .130/_ln / -9011...901 I 11.88" HI' H,: Fill>> Mounl Hanger None .s.. TJ SPECIFIER'S' BUILDERS GUIDE fordet*lls): A3: Rim BoIIlrd,Ba,Hl: FIIC:e Moun!: Hinger HANGERS: SlmDSOfl Stnmll- T1IlCD Cenn-mrs - - s_ .... ........ -.... HI. rot> ...... """" HI' TopFlaage Sl... HI' Su__ - HI' 3 H1: Face Mou1t Hanger NONE fOUND at" o DESIGN CONTROLS: Sf..- (Ils) VIill"\iealReactiOn(1b51 Mom" (Ft.....bs) lNe load Dell (I'I) TatallomOel'1(in) r..... .-.... ,ll96 2Cl85 -33llO Ilalon "129 2Cl85 -33llO 0.283 0.366 SA """'"" 182' ",a ""' 0.... 0.... ... Conod Passed (57%) Pa$Wd (87"') Passed (ez%) PaS$ed (un6) Passed (lAjOf) Pa...., ......... LL....Spen2......FbDr~ Buring2 urderFJoorIoading: MD Span 2 U1CIOI' FIoof lMding Mil Span 1 ....... Floor AI.. TERNATE &pan boding MO Span 1 '"* Floor AL.lERNATE SClM!oIlding Spon, .oDflrldion Crhria: STANOAAO(ll:U.eo.Tl:L/240~ -tJpifI -=-ed5 20Q bs for totat !oed. .\Jpift~2ODl:Isfor~bad. -DelJDctIon analysis is based on composite ectic.-I wiIh Sir98 tayer oI23r.t2" PaneIt (2.- SpM RID'Ig) GlUED & NAIlED WDOd lIoc:king. -8racinQ(Lu): AI compression edgas (tap Ind boaorn) must be IncecI at 3' ,0- oteunlns detaiIBcI o&lerwbe. P\'opet lIllachmenl encl ~ cllateIaI tll'llcino b requi-ed 10 1Chew. member J1QIiIy. .The load c:onc1itiDns oonaideted it dlit da9t..tysis ~ IilQzmd member pettern b8ding. ADDlnoNAL NOTES: .jNPORTANTIThe~ ~ is oulIpuIfrlIm ~clewelopId DylI\lSJoist(fJI. AlIawableproduct'Mlun shclwtl(nt!Q.*='COnI.-.cewlhCUlJ1lrCTJ maorieI$anclIc:ode~~vaeu... TJ~hasvetlil4thea'lttpil.llMiinpullo8ll5"'clImensianl'-~pootidedbralhBrs( GAllE. tilt :left!,.,. landmutdbe"erif8jend~fortNI&pocific; appbtioo by'" design pmfes:sianaf rar h prcfoc:l .THIS ANAl..YSI$ FOR TRUS..fOST PRODUCTS ONLYJ PROOUCT SUBSTITUTlON \IOIDS T11IS MAL. YSIS. -AIowIlb1e Slres$ 0esiQn melhodolDgy _ UHd for Bulding Code UBC ~ ''lll TJ DIslrlbulbn procIu!;t bted ebow. -Wowning. Span exa:eds Rosidonti8l Specifllll"s Guide IPG'l (Uo48O 18ble}. StnlngttI and SlIFtness requi~ have been mel PRo.JECTINFORMA,11ON' OPERATOR INFQRMATlON: -......- -~ 6460 Buach Blvd. Suile 200 Columbus, OH ~9 Pnono: (614}430-t532 Fax: (614' <01-33n 5ht.mIlkjgm.joistcom Copyri.,h': t; 2fJO:" by Truo oJoi::;t. a Weyerha~\I'.r OUsLnll:llJ ~Jl".TJ-~ "..d Ti..t>erSt==dlI' ;U'C rco;l$te.t"ed tr;ade...u,lts of 'trU$ .Jobt-. ,,-I .1..,:,;(",1'...", ...... TJ-f'>r..... .ne l.."dQ&:l.rlt" .., Truo: JuJ.r.t. Si.alp:;Oft 5tttm<;l-Tl_ (;or.nezto=-:i i" ;J. n....,l~tered ~r,)de..rk of lii_pson St"ro;>n9-Tie Caap<lny, lnc. Mar 07 06 10:lSa ., ~~ q;,'iilil...~_ 11 718" TJ/@ 23O@ 19.2" ole T J-Beamlt6.20 ScriaI Numbet: 7lJOO720620 Uoer. 4 317/21X1O go"o" AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE -..., .......v"""'" a2O. '6 APPLICATION AND LOADS USTED p.'! J [1]~ . 18'61/4" L ~g] \ Product Diagram 'S Conceptual. .&. ~ ~ ANIysis is fw . Joist Member. Primary Load GRIup. R~. Lhring ~ (pst): -40.0 Live at 100 % d.nlion, 12.0 Dnd VerlicalLoods: Type Class Poiint{ll$) FlDor(l.00} ~} Ffoot11.00) u- 32 272 """" . .. L...... "3112" 2"7112"' ...- """""'" SUPPORTS: 1 2 .....- ....._1 ...... - 3.... 1.7S" ....... Le_ 2.Z5~ 1.75"' VertIcaJ Ruetlofts fibs) LmIDeadIUpl/ftfTotaI 863/24610/1109 62811l!l6/0/412 """" ""'"" A3: Rim lIoBrd AI:BIDcQlg 1 Plrl 1/4RJ;11 7I&PO.8ETJ-StraotdRmB~ lPlyl.xlt7tfre-Rm~ -See TJ SPEClFER"S ISUILOERS GUIDE fordelai($): 103: Rim Bo8rd,Al: 8kIckng DESKiN CONTROLS: lIIIlaxi...m ...... """"'" """... .......10. S"'(lbsl '092 .... .... Passed (66"') U. end Span 1 und8f Float loading VortlcaIRIIOdlon(Jba) 1092 '092 1157 Pessod {94'K1 u-mg 1 und.- FIaor IDading Moment(A-lbs1 3910 ...0 401. Pes:sed(97"" MID Sp.n 1 under Floor bading Li.e load [)(1ft (in) 0.525 0.608 Passod (lJ417) MID Span 1 cn::Ilaf FJoor leading Tcut load Dafl (11'\) 0.579 0.913 Passed (11322) MID Span 1 cn::Ier Roar toadr.g TJPn> 32 Any ...... Spo.' ~ Craria: M1N1MUM(L.L:U36Q. Tl.;lJ24O). -DefIIuigp...". be based on C1Omposft action... ~..,... gf 2J132"F>.ne1s (24" $pen Rm1g) GlUED & tWlED wooc:I dIdWIg. -BraWg(Lu): All c:ompAllJSiol'I eagu (top and bottom) must be IncocI at 3' 6"'oIc \Ress doUliled CJtherwise. Ptcpor atlact'mDnl: and posiIkring of IDternI ~ is requi'ud 10 actliewI ",.mbar dEIbiIty. ADDlnDNAL NOTES. -<<MPORTANTI The an...... ~ is 0l.IIpuI frvm MlI'twal'e deve~ by TlUlI Joad (TJ). AIowabe produd ~:lI~'kj In ~ wtIh current TJ mll!llrlm and QlldD..xept6d dealgn valuo,., TJ E~ nas vena.d~~iJo. ~ npa.(~and dmensillnshawe..,provfdIod byClhen f Hh 1 \ ancI musl: be vurUiedand appowed fQr It1II apeeillr: ~ionby....dNigr'I"""""'fottheprcjad. -THIS ANALYSIS FOR l'RUS JOIST PRODUCTS 0Nl.. Yl PRODUCT SU8STTTU1lON VOIDS THtS ANAL YSlS. """IowabIeStftlssDesignIf"-~ ., _~ wasuSM:IfDrBUldingCode>U8C~lhoTJ[)islrill'AiDnptOducllistad.bcMl. .W.-rUng: Span lbCCeed8 Residential Spocifier'. GukIe spun (LJ.4SO _..,. PROJECTINFORIlATION: OPERATOR INFeRMAnoN: Juon Shumakar V\IIe.~t.L_ 6460 Busch Blvd. .....200 Colu'nbus, OH 43229 Phane: (814)-430-1532 FIIlC :(61-4j43,-33n tnUllakj@ttusjDilt.com CopyrllJlU: n 2UU~ by TrU$ ",ol,t. .. III!Y'!rllaeusor 8I:sinC!zot; 707(" alKl t'']-Bc~ ara rbqi.stered tr..d.......~I(' or Trus .Joist.. ,,-I .J"i::;t-.I'..-,,"' "....1 1,1-1'<<>- "re t....~rk" of 7ru:z .J(,i!lt.