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2619 Truss SpecsW ~ W 6LLGR CONSULTING ENGINEERS, P.C. 21925 8th Place W • Bo[hell, WA 98021 Ph (425) 488 -9868 Fax (425) 486 - 6715 • mark.wcllcr~iilGontier.com TO: City of Yclm Building Department December 20, 2010 Plots f;x~ttnincr RE: Plan 2619 Weller Consulting Engineers, P.C. Job tf 10-070 This plan may be used as a "basic" plat on any lot located in the city of Yehn by Freestone only provided that the sift: does not exceed the following criteria. Wind speed 85 mph - 3 sec gust Exposure C Seismic Category D Snow Load ZS psl' The cover sheet provided by Weller Consulting Engineers, P.C. dots not have to he an original. \k'cller Consulting Engineers, P.C. assumes full responsibility for the ,tructural design. Tn addition, Weller Consulting Lngineen, P.C. has reviewed the truss calculations provided by MiTeck Industries. The structural design provided by Weller Consulting Engineers, P.C. will conform to the requirements of the truss calculations. By: Mark F. Weller, P.E. President. l2/LO //a ~ ``° !' ? ~ •9, f~0910~0 `~ O rsr~- AL 6NG~ I!~xEa 04/25/// ~~~~~ V ~'~+I IIIIcJI'Il B Y: -------------------- ~~~ ~~ MiTek POWER ro PERFORM.' MiTek Industries, tnc. 7777 Greenback Lane Suite 109 Citrus Heights, CA, 95610 Telephone 9161676-1900 8c: 61003603 Fax 916,rG761909 Zb~. A 2 car 1'he truss drawing(s) referenced below have br;cn prepered by MiTek Industries, Inc. under my direct supervision based on the parameters provided by ProBuild West (Auburn, WA). Pages or sheets covered by this seal: 832$261 l7 thru 832526126 My license rcnowal date for the state of Washutgton is August I, 2012. Important Notice: If visually graded lumber is used for the trusses covered by these desigts, see "SPIV Important Notice, Dated July 28, 20]0" (reprinted at www.mii.com) before use. MiTek does not warrant third-party lumber design values. ~~i.a s. r/A'c . QQ' i~F p'AS/r/~ ~L ti 9 i ~?~ ~ 6 y , ~ ~ S' 1 December 10,2010 Tingey, Palmer The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitabilin• and use of this component for any p.•trticular building is the rcsponsibilih of the building designer, per ANSI;TPI-2002 Chapcer 2. ~ FI L~ ~~~~~~ ~...;~ ~.., JPD TN88 Tmss fy~ ~~Oly 'Ply i41~Al:.ar N315201iT 81003600 A01 Common Tens 9 1 bD Refercnm lsprsla0 ProBPIb N9R AuDUm. AuDUm WA 98001 7 2'A s Nov 191010 M~ieM MtluHne6, mo. Fn Doc 101d.62'2T 1010 Paga 1 IDe8rm155POPp0~MIH11y19V1yAJ3N-a5mm55POPDBnDyMLIy19V11FIP NAyp19(4VgaIN/AJ3N r±42 69J. IYxJ 1141-I. 13&u ?re. Po - _ 3DJ0 5]tr4 laa srv! wu aa.u as ra cuu- xs to->' sea vls.r f6 411111 !Ar`l ! .NO _. ! _ .- _ i I W1 SID ~~ /D~~ ! e ae /~ ~~ ~ ~~~ --. a•~ v., / x YiiY ~ `may?/ \~/ IID 3,L -~-~ 1• n w Ir n .~ SFr- -..:rir~ b! -= t! y W = M Y% _ ~ erg.- +so9 n+r _ _]099 e••~_ 9J.~ RFI Fr.ls PLMe ORsals fX Y1: _(2P2-S,Edge7. (t0:0~2-S,EOgej, (13;0-5-00.101 LOADING (psi) SPACING 2-0-0 CSI DEFL in Doc) Vtle6 LM PLATES GRIP TCLL T5.0 Plalss lPgsase 115 TC 0.76 Vglllt) -0At 1314 >9BB 240 MT20 185/148 TCDL 100 LumOer Increase 1.15 OC 0.79 YM(ii) -0.771314 >558 180 BCLL 0.0 RryP Stress Ina YES YJB 0.64 Horz(rl) 6.16 10 Na IVs BCDL 8.0 Code IFC200BRPI2007 (Maids) YlalghC l41 ID FT • TO% LUMBER BRACING TOP LHORD 2 X 4 HF No.2 TOP CHORD Struduml woof glsalhing direCJy appaed or 2-2-0 oc puAme- BOT CHORD 2 X 4 MF 1650E i.SE BOT CHORD Rigid ceiling Oiregly appaed or 10 0-0 oc Dradng. NEBS 2 X 1 HF SN0.51tl •EXCapY heTek recommends Thal Slabdizers aM roquirod GO55 brave 6 13: 2 X 4 HF Na1 be installed tlumg buss eredeaR In eccer0ance wim SlaOilicq InslaBslion guide REACTIONS (mrelze) 2-n57/D58 (min, 0.T-141. 10=17571fL5-B (rrnrl. 0-2-14) Maz Ho22=77(1C 6) Maz UpIM2=109(LC 5), i0•-109(LC 8) FORCES (Ib) - hiss. Corrp,Mex. TM- ~ N farces T50 (b) or kaa excep when shown. TOP CHORD 2-3=35587140. 3~4=32637N 7, 45~3tU/133, 5~8=2 28 4111 5,8-7=226NI15. T8. 3tdG}33, 5':kJ2B5f}}7, b1D--J558/140 BOT CHORD 2-14=13113189.14-15=4512505,1&IB•~4512505,1.118=45/2505.131772305, 1 T~18.0l250.5, 11-18=0,°1505, 10.12=55f3189 NESS B.f3=40n424, 7-13F-1rS31131, 7-12=61670,8-12•-11 T/128, 51 3=783 71 31, ;r14=-616T0. 314•-41271 26 NOTES 1) VnDalsnced roof avo loads have beM oonsideretl la mis desgl. 2) Ydnd- ASCE 705; e5rryn: TCDL-B.Opa( BCDL=4,8ps1; h=25k, Cat II; Exp B: endowed; MWFRS (kw-dse) gaDl9 end zone; GVllikwer IM and right axpoa¢tl ; Md Wmcal left and nght exposed; WmDM Dp1=1.33 plats gdp DOL•1.33 3) This truss has been Oe&gned fa a f 0 D pet Ddlom gland kvn bad nonsoncurMt wM any aver live loads 4) - TTIS Truss nos Deen desigrtstl for d live load W 200ps1 on tM oohom mom b all areas wfisra a reganplB 3-6-0 loll W 2~0~0 wide win frt Dalwsan me DotOOm chord and any omen merroere, wim BCDL = B.Opsi 5) Provide rrwchankal connswbn (Dy 9lhelx) Df Irusa to bearing pale capable q wlmal8rlding f 0010 upiA al ioingaj except (JI=b) 2.109,10.109. e) This truss Is tle&pned In accordance wim me 20091ntemalional Residential Coda segbna R50T.11-1 and R802,10 2 and re/gence0 elandeM ANSIrtPI t. 7) "SemLrkpO pibhbrlwhs wim hxetl heels" Member eM iNlry model was used in the anaryais and Oeelgn or mis truss. 4pf11'-R lr~~ LOAD CASE(S) Sfantlard C~ Asb7+ F1' ~v n .~ ^, y L / r ~` 96 ~i0 ~fYi1ST'(+~E' ~w ~s`SyONAt. C''~G~ December 10,2010 p wersrmm Y•nye marlPObIMa.Y OAMD M7A.5(N/TXIAAIdJ41CLUDAC MITBR RFIBASN:A IACIIQT 74T maeavwea usu ~' o y'dd,. v mmi•r -..-ecl .ins ~cua, =r~caonr D -1+.1 d .art ~ u r I lDtlt Ittvd unh (]n - co 14 - - D"TCYm NC'mp}wM k ~wlx Unll ~' YS J'J" V I m d r P J .inn s'u mmy ilKplorrui.:a ., •k ,r,.r,..:..,.,p nodYma~•n+-nave n : n., rvl ter,..,d a.-,Ina-oar^ertD Jnx.s~x sw. },I{iSak' <reCrn. AV`Q! f W 1 111 al 4c tl'e YFR,UIT, JITn c ll J bi Vrm lv roy P~oa-ca m>v Y~:r -e+uo....e~~ oem-onm eWe<mtm. X,+ 1.1 ti:v. rat ~..`?^c ll tl~l~.q IN GHi•. D1x~Bl and eC9 xMdn9 CemponaM cnn,~Mn41m.Cf, tleel0a 1D8 frwry wbrm•Xaa•wDSelrvmir~f-.Ha~<~m.~c .et l.' JPD TNxs ~TnbP?ype B1tl03603 A02 ~Cammun TrPxs PraBuikl V.bsl 7wbvm, Alpum, WA BBQ"1 4e.P _ a~z_ ___sgL_-f +aoc tL0 0.x.1 bb!{ <811 ~Oly ~ay ~RYFiA2ca. 832528118 9 __ .JOb RC9IMW(Op1i:Fly1 __ _ 7.250 y HPV 13 ]Ottl Mi IPk InduKnee. klc Fri Dec 10 u~52'.232010 page 1 ID61T9W10QABJexMXSgVO1CyAJ'JA161FpgnG0A8JesIN(sOVO1GUs1NjxSOe9mAa9pxyAJ3M srv •! rca sasFi s a ,. 1 Jy. mP ~~ ~ "\ \\ ~ .~ ,% 1 ' i 10 I> 1> 1} r8 n ~• b10 4• 6145 •60a T Pfl MOO PT.IL 9H ¢}t 6745 -- - PI91e (Xr): lz:alae.o,a>_~, i1n'alo.e o-a191.UZ:o-sB.aw7 _ -- _ LOADING (DSO SPACING 2-0-0 CSI DEFL n (locj Iklell Lid PLATES GRIP TCLL 250 Plates lncree6e 1.15 TC 0.79 Ven(LL) -0.It 1243 >9BB 240 MT20 185x118 TCDL 10.0 Lumber Indeazc 1.15 BC 0.78 Vert(TL) -0.7B 12-13 >5{8 180 BCLL D.0 ReD Strtus nu YES WB 0.88 HorzTTL) 0.19 10 N8 nh BCDI 8.0 Code IRC2009/7PF2007 (Manx) We1gIM: 1391D FT=20% LUNBER BRACING TOP CHORD 2 %4 HF No.2 TOP CHORD 5trudural wood shoathirg direcpy applied a 28-D oc putlinx BOT CHORD 2 % 4 Mr 1850E t5F BOT CHOR D Rigid ceiling directly applied or fOQO oc Dradng. NEBS 2%4HF Snfd5td'EZCepM - MTek rdWmmendc mat Slandizars and mquire0 dose Orating 6-12'. 2 X 1 Hf No 2 pe at4a6ed •yl1i^g!vsse:eeYpn, 5r. accalSar~ee vifm Sldbfllzer JDS1apa11on guide. REACTIONS IaNEZe) 10.1839fMedlani?al, 2-1707! 0-5-tl (min. a2e5) Max Horz2--80(LC 5) Max Up111110•~82(LC R). 2=1091LC 5) FORCES (ID) -Max. Comp.Mllx. Ten - Al folres 250 (D) or ksy except when shown. TOP CHORD 2-3=358fir140,34-328M117, M5=3171/133.'->6=2280/118,&7•-129W118. 7A=3230f143, 8-0-33581133, &10.38731159 BOT CHORD 2-13=111/3213, 13~ Id•-51#530. 14-15=-51/2590, 12-15•-5Q2500. 12-18=012518, 1617=x2548, 1f-17=x'2518. f0~11•.97;3311 Plies 612=J2naa3,7-I2. 7aan 35,7-11=19n32,&11=-481n31,5n2•~783n31. St3=-8.870. 513=-412/126 NOTES 17 UnOSlanrx<d mPl live loade Dave been wnsdernd for Phis desigP. 2) Wind: ASCE 705; BSmph; TCOL~.Opaf; BCDL4.Bpsf D•258; Cal. IL Exp 8: erlUOSed: M4KRS (IOVP-riza) gable eM 2ple: canlilevd IcR and ngM expose0 : end venicg le8 and nghl exposed: Lurt10er DOL• 1.33 plats 9p DOL=1-33 3) This Wss has been deagned for a 10.0 paf Doaom chord sve load rron<:anwrtam with any omer We bxlz 4)' Tni6 wss has Doan de&gned For a the kS80 0l 20.Ops! on me bottom dtoN In all Wens where a rlwtangle 3801611 M 2-0-0 mde wzl fit berNeen pie bosom chor0 and Wry dher members.. win 13CDL • 8 Opsf.. 51 Refer to gbder(s) for INSS to truss wnnadbne. 0) Provide merhanicN wnnedlon Iby om Wa) of Wsz la b: Wnq plan wpaDlb or M1DelarWing 100 W opts al Jon1(s) 10 asnep10t=1O) 2=109. 7) TMs buss i%designetl in accnldance rntD pie 20DB Inlamalional ResiOantial Code sectlons 8502 t t.1 and 8802.10.2 and lefemnoed ANSI/TPI 1 LR S . shndard id pilchbraaks wiN DzeO Deelc' Member end fixit mpdel was used In fM anal 8) "Seml~n sts and desi n d MB tru6 r\ , `+V` ^nF g y y g t s `. `- A 7 y~ LOADCASE(S) Standard .f ~' z r 'P~~ ~G w ~' F', 7tiPl-.R , •' Lx . ~SS 7Ct.V:\ L 4~ December 1D,2010 pWARIOf[ Yep{r letgnrmmmnygP mMRGDAOTS90N INf6Ar6InICG(N8lF6THF1tAYlTRANr'R IAGS /6f71Y1 raw 10 MaaIORB fAS6 I, (Ai - kf l w ly In 1 9" 1 pJ DS h I y' by p I I I t .J P P.a ~• nFFI eu b U r lesm'P4a r*.msr I l r P tin K! n ~ 'yMr 1 H. p... F AsMwn M7ek' 1 h VI CDnI +' 1: '. Y b G 1. Jl II ~. t ql cir 1 n 1. - <tU.kh'r. d1N Y11C 1 J: 114 1f t 9 tr j 1 I <I r W Awn, ~•m~. labcma• Pr tt 1.l Ic>M1p debts <fkr JI ANSI IT O.wM [eN b. PSI-0f and KSl leVtllnpC p~nl 1111 Gmenbaal kax.3ure J19 SplMy blomldb olYle lmnl fr\.uk.l',fln <. Lc T~cl. tY f1. 41....:>~:Y ~_1. CI„n NFVjA Gt. 9!050 bb TrvaO iTNeB TYO! 'Ory '.Py 21i50A2rar R3]5a9119 BI000E03 A03 ~COmmon Truss 1 1 - :,lYllReaefencalovOmsl) Pro9uila N481 Audan. A9D9nr.WA 90001 ).250 s lwv 1920!0 hlTM I ©u>1noa, lrrc Fn Dec t0+a;52y) 2010 Page l ID _3drAiTXELp1SV5J5VCtCC6Y~1 JRtNTXF.Lpr$V9JSVa(CWINGPOOmIwr)WiyA,t11 -~iao~ .sc~.a ~ :e:" r. a4 i PCO 00 N:n >'IM1I' >m 1> 1V> N N 4.._ _ 1l 9! I> 1) I y yl -. N x -' N i.. n 9 al > - ~ z, n _ - u II/IW~ _ -._.... Y M -b- +1 a p- - ~^ .-- ,. ~..... ~~at~n~nr..a..il ~aa~n~c~c~nh - - N - F ~~ _-:- s 1. ~~' .__ _:..1 ~ ~° m >~ w a e n a e « u c a s s n x ss N a a 8 a B9' sn ]604 ~ a>oo Vote ORSds fX VI,. [41:0.3-0,0-3-Oj - LOADING (pad SPACING 2-0-0 I CSI I DEFL in (bc) VdeB LAY PLATES GRIP TCLL 250 Pq(es increase 1.15 TC 0.15 VM(LL) 001 29 M 780 MT20 1857148 TCDL 10.0 LurMer lncreaae 1.15 SC 005 Ven(Tl.) -0.O1 29 na 120 BCLL 0.0 Rep Stress lna yES WB 0.70 Hc4(TL) 001 28 n!a n/8 BCDL 8.0 Code IRC2009/FPI2007 (MMrbc) wa1pM: 2021D FT •2096 LUMBER BRACING TOP C/qRD 2 % 4 HF No.2 TOP CHORD S1NCtpfal wood eheadung deecdY applied or 6-PO ac 7xlrYla. BOT CHORD 2 X 4 HF Noy BOT CHORD Rgid ceiGtg directly applied or 10-0-0 oc bracing. OT/IERS 2 X 4 HF SWdlStd'Excepl• IAiTak recommmde that S1aDlllzers and requvOd boss bracing t 541 2 X 4 HF No.2 be Indalle0 during truss credion, in acardance wM SIaD0lzer InstaOelwn wm REACTIONS N bearings 30-0-0. (D)- Max Horz2=77(LC 6) Max UPIm All uplltt 100 ID or hss al pint(s) 28.42.43.44. l5. 46, 4l, 48, 49.50, 51, 52, 40.39.38.37, 38, 35. 34, J3. 32. 31,30, 2 Max Grev All reactions 2501D or bas al pnUs) N. 42, 43, W, d5, 48, 47, 48, 49.50, 51. 52.00, 39, 38, 37, 38.35, 34. 33, 32, 3f 30 excOp128=258(LC 1), 2=256(LC i ) FORCES QD) -Max GOmD,lhtaz. 1 en. All Tortes 250 (ID) b Tess except when shown. NOTES 1) Unbalanced roof We loads haw Dcen conagxed Mr Nls dewga 2) VAnd: ASCE 7-05: BSmph. TCDL=B OpsF BCDL=4.Bpa(: h=25ft; Cet. II; Exp B', endose0; MNFRS (kiw-nee) gaDk en0 zone: tantikwer IM and riJnt azp0sad :and veNCal Ie11 antl ngnt exposed. I.umbor DOL=1.33 DIaOa g+q DOl•1.33 3) Truss desgned for wm0loada b Ina pianee IX me truss oMy. For studs exposed to wend (nbmal to Me face), see Standaro kWUStry Cade Erq Delals at applioda, or consul! qualmed bpedng designer as per AN517TPI i-2002. q M plalrts are 2x41dT20 unless o8lerwl9e irdicaled 5) Gable requvea continuous bddOm chord Dearing- 6) Cable slu0s ~q:acOd at 1-4-0 oc. 7) Tnis Was has been tleaigne0 fora 10.0 psl Dotrom chord live load noncOncurtenl wllh any other ire load8 8)' TMs truss nas been designed Tor a eve load of 20.OPSf on me D090m chord b all areas where a rectangle 380 tall by 20-0 wl0e will 5l Delwcan me bottom chord and any otrxr merrlDere. 9) Provide metl!enipl COnneabn (Dy others) of Was to Dearing plate Cepebb 01 witnela~irlg f 001D upett el)anl(s) 28, 42, 43, 44,15. 46.4], 48, d9. 50, 51, 52, t0. 39, 38, 37, 36. 35. 3r. 33. 32, 3t, b, 2. 10) This Was is designed in accordance wflh lne 2008Inlema5onal Rasideraial COOS secsons R502.11.1 and R802.f 0.2 and n~GR • , r references standard AN51/TPI I. ~~' 11)'Semi+igid ptdtDreaks wnn Ozed news' Member end fixity model was used In the analysis arW design of 1MS truss- C ti~ n, LOAD CASE(S) StandaM ~ w~ ?~Ff Et %S1l0.fV `-~F,. December 10,2010 Q nARMNC-Vnr'Vtr4slAw poetry QRPJO)1LIT19a ON1Rf8afa)aKCpnID tllPJ(Faf'PR6nC6f4Daaef /9Ta fa.VaeODRS pact. 'J q 'aFl'w,e D' In /n..N <t 1' npns tl YN r 1 I' r r: , d' ar _ 9 p - F 'd. fYl<tJ1~'ctn¢~ µe 1 t~G Rc n ! pax yt fl/.RWVMJ Jw II y ~ Bro1GN'w,n ' r btera acpeel N' m'fxr '+t t_ / rim. ~ v r t Ala re,re roan ~ a:; .:.. ~.t Fr'culNm ma j e !ecM~. notln:w umv«ni,m~rp It ~i:m qtr w,F 1 ~ [uon„caq F:•u.. rid aro».TUO.on.; .o...-.....o.~ n:bc Ire: pglN <Orm`I trrn~t 1.1 _I:r' a6-u y ~+f ANSVIIII (tu CnteOa, pSa29 wM aC3l eWMn9 Cemppenl ltii GrtteNdl.ar:e aYlw tfy S9Mp InMrnWl•n omklle from l Fl i rr. ro. ^I el. ~,. t n~ mc,.T.rx~ >IP:n uew I Wets, Ce, 956!C .tlD ITNBa ~INas Type ipry IPry 2938A2or k32528120~ ~OIODT803 A9d (;emmOa TNM '~t t _ _ i _ -_,MOResratrz isvtimaj _ PfeBwN War Aubum, AIDUm, WA 98001 7.230 a Aov 1930+0 Mil M 1MUrnea. Mu Fn Dec ID 1d.52'.30 201D Page 1 ID'.Pr:0o89 WPNpBIJYU]meAt pkyA..OF.PODo.49J.PJrGBNyuunait pAHp8CHa01MONIm39tYAJ3F .ba0 race .B:v: _ __ _ lao ~ Ia OC - -- ~ bW SaM.rm] 49 SW Il :5 ra r„- > w la. Lt ~ ~~~~ ro as a xl a a~ `. a T a s .- s 'ap--. jl ~ ~~ ~ £ a a r ] r I L IPj 'I I I ~ m 1_. ~ N r s a a • K r q a rl to a r r a a ]r n y ]r a^ ^a M b6- ASa ano - ~ Plate pilsek (%YI'. 140'OJ-O.O3-0f _ - __ __ - LOADING (pW) I-- SPACING 24-0 CSI DEFL in (loc) IfdsB Ud I PLATES GRIP TCLL 23.0 Pkles Increase 1.13 TC 0.15 Vert(LL) 0.00 I nh 180 MT20 185!148 TCUL 10,0 Lumber lrraease 1.15 BC 007 ven(TL) -0.00 1 nh t20 BCLL 0.0 ' Rep Stress elu VES WB 0.10 Hors((L) 0.00 28 Ne m'a BCDL 6.0 Code IRC20DB7TP12007 (Maki) V.pgh1: 20D 10 FT=20% LUNBER BRACING TOP CHORD 2 X 4 HF No.2 TOP CHORD SaucWrel woo0 shealhingdireddy aDDtiedM 646>uga4fa, HOT CtiOR9 2 X i NT No.2 BOT CHORD Rigid ceiling directly epDlied or t0-0-0 oc bradng. OTHERS 2 % 4 HF SludSk •Exrspl' MTek reoommentls Ina! StaOizars antl required Wee Dredng 1540: 2 %4 HF No 2 De inslsaed during truss ereclwn, in aocmatnu with Stabilizer _IDaIa691i00 guide. REACTIONS All Deanngs 38.40 (ID) ~ Max liorz2=B6(LC 5) Max Upttll All uqe tOD Ib or loss at joint(s) 41.42. 43, d4, 45.48.47, 43, 49, 50.57, 39. 38, 37, 38, 33, 3d, 33. 32. 3f , 30, 29.2 Max Grev All reactions 2501b a less al loinga) 28. 40. 41, d2, 43, d4, 45, 46.47.48, 4B, 50. 51, 39, 38, 37. 36, 35, 34.33.32, 31, 30 axup129=298(LC t0). 2.258(LC 1) FORCES (10) -Max. ComD~rMex. fen. ~ All torus 230 (p) or ksa excep when anown. NOTES 1) VnbaLtnced reol We !Dada have boon consiaerea tar Ink deeagn. 2) vans, ASCE 7-05; 85mpn; TCOL•B,Opsf. BCDL=4.8pst. n<25R Ca. II; Exp B: entloxd; MWFRS (kvr-nsel gabk end zone; ranilaver ten aria ngnl exposed ;antl venkel loll end nqM exposed; Lumber DOL=1.33 plek grip DO1=1.33 3) TN44 designed far wind loess In Ina pane d tho trios only. For etude exposed to wiM (normal to Me face). des SlandaN IndueUy GaDk Erna Details as applir~y,¢, a coaeal O]ee21e'd CW50nv.}t4ecigxs as W AN3u'S5•t t-2UD2- 4) All plates are 2x4 AR20 unla6s ODreNrise indicated. s) Gable requvea Can6nuoux Dxakrm dlora Oeanng. 01 GaOk gtuaa spied at 3-40 oc. 7j This Duns has Deen assigned fora 70 0 psf bodom chortl Iva !tree noncomvlrenl wtm any omen INe loamt. 8) • Tnk was nab Deen designed for a hW tree o120.Ops/ on Ne Dotkrrl Word in all areas where a rectangle 3-60 ktl by 2-0O wine wk N peMeen the bodom chord ens any other cumbers. B) Provide mecnanlcai Oonneglon (by omere) W tru6s 1o beaMg pick ®paDle of tuhhalarWing 100 D ups0 al joinUs) It, 42.43, 44, 45, I6, q, A8, 49. 50. 51, 39, 38, 37, 36. 35, 34, 33, 32. 31 30. 2Q 2 P 10) This Irusa is designed n accordance with Iha 2008 IntemNlonal Resldenllsl Code sectbns R502.11.1 aM R802.10.2 and y .,~6 hr relerertced standartl ANSVfPI f. ' QM~' ~, !of. Y 11) Serrli+yd pilchOreak6 with 5xM neNS IAerrEer end (aiCY model was uaea In Ina analysis and deargn o1 fills bus%, h~f LOAD CASE(S) SlarWard 5 7'r\~ ~ i5 ~ ~' ~ ~. c fF~4 '~ Fc:; ~ ~ . . ji ~ ~,v Syv ti" .vn~ December 10,2010 ~ QIIdAAa7tD-Vxvyy aeran AO.>:aadw+,.=team A018a oi: rbrs dzm rr4rJ.rmvt sdlBT/P19fitR8isCd DAOa sa/7!/d rv.. toveanoxa t,WG • cCYT VyU Py Y' mnxl 1 -.r- n Y.V f,acd I' P t ~:! 1" 1 rd.4y.rJwMnP P.. 1. npol=o.^.IrtVttaou.r ('v - yF I:u'F t / p ml F plc rl {] V ~' a 9f TYL tl61`f~P P 9<r>nn ~ ' +c.Plrv v+x:ot. , ,~ -.r;.x n _.>n,~ - .. prr .R,p:'n IuPP.s,r<ro,p-a,.,.It~ MiTek r. noaso.al wonv:.nlao~.ol mo o.em.,rrv <nwre!pa,Pplr.+Ircaly pyvB^.. :n q.n..•o o+ep+co roaw~r,u 4t e -.:~+.~ anM O.+yrycenPd :_v.:q-. ael,.err. -ccnm.»y pwrr~..~.~<:x AMSITn gomlyCMna.DN-i9 wM ICr M4wa COmpenM n SObly Fb:meXOn OMi0.-1C IICT (mu pul.lr'e111,u. 3B1 V..M ANC y.1~43p.:.....prtL'n. Vn :i91t. nT rrr.arEyptalb. sunetK PY 10 , Cllnli Wgpy CA, Job TIUBa -.Truss type Oy Fly '' 2959A2wr R3252612t 810636W HD1 Camman TN!! '1 1 !2 DR 1 i P109NS Absl AuOUm, AODum WA W W 1 _ - 0 e 9faD00 (opl alW) ].2W s Nov 1620'0 AIITak Indvsines, 1~ Fn Dec 1014.52.32 2610 PagA 1 ID'Lt VYL5X12t RNYG2GgCVr9yA.OD!IVYIs%21RNYG2GpCVYBf.R00rD3aLWq~FADryAJ3D .lac 6'la I ~ _~ 1¢8a IYp11_ I n_uw; 1'<a _ I - ~ _ tb0 6t1a wa SOe I .~ o-'ta Sa~"SFf {AI -M I TF ~ SCO IR a 3 3 ~\. ~.., j j/ ~~ // \ \ ~~ ~ i i~ A a ¢ I ~ ~. - __ .. .... _ ~_ r m >a as - loan Goan _ - loon ~ 1uw _ Pi-korrt~r:rxy): (z:a2-B.ao-2yie.az-0oosG _ _ LOApNG (PSf) SPACING 2d4 CSI DEFL N (loc) IIIJeII lltl PLATES GRIP TCLL 25.0 Plateslnaeme 1,15 TC 0.57 Ved(Ll) -0.19 BA >999 240 Mr20 1651166 TCDI 10.0 Lumber llq¢abe 1.15 OC 0.78 Ved(TL) 0.48 88 =493 1W BCLL 0,0 ' Rep Stress mu YES ~ 4`r8 0.39 Horz(R) 0.05 6 rVa nla BCD[ 8.0 Code IRC2009/TPI2007 (MaMx) Vhtight: 66b FT=2096 LUMSER BRACING TOP CHORD 2 X / HF No.2 TOP CHORD $aUCDlfal wood shoalhing dlrecey epplled ar 3&12 oc pudins. SOT CHORD 2 X / HF No.2 BOT CHORD Rigid ceiling dfxtly apPllea or f 0-0-0 oc bradng. WEBS 2 X 4 HF StuQSb MiTaa recommends mN StabTaers and reQUlred cross bralvy i be'vnst:Vaed dussq Was etc-cii[al,'In alzardanw wigs S1eDIhzK ~,JBg(a9a600 quido. REACTIONS (k/eae) 2=981N-5$ (min. 0.t-9), fi•9B1/D-58 (min. 0.1-0) Max HoR2=4B(LC B) Mez Upllll2=-B2(LC 5), 6=$2(LC 6) FORCES (C) -Max. CompJMax Ten. - M forces 250 (Ib) or kss exwpl when ah¢wn. TOP CHORD z-3=-15068B,3d=4148!/2,4-5=114&42. 5~6•~1506l8B SOT CHORD 2.8=3N1301, 6~8=0/1301 VJEB$ /~=8/158, 59=O25JI07, 3-8=<25J10] NOTES 1) Unbalanced roof Ilve b:Lds have been canalderetl for Ins desires. 2) YAmI: ASCE 7-05; BSmpn; TCOL=B.OpsF. BCOL=/.epsl, n•25n, Cat li; Exp B: aneosed: MvJF RS pow~dse) gabb end zone: tan6levM k8 antl right ¢xposed ;and vertkal IM and right oxposetl: Lumber UOL=1.33 plate grip OOL=1.33 3) Thia truss has Deer deslgnetl bra 10 0 pst bottom cnaro Ilve load nancOncunent wi6t any other IIYO loads. /)' Tnla [r6ss nas De¢n tlesigned far a Ilve load W 20 Opsf on the DOBam cnoru n 911 areas mere a mdarlgla 3-0-0 fell by 2~0~0 wido wdl fit between Ina Dodan ctard and any odler members. S) ProNde medlsnirdl wnnaUion (by othere) of truss l0 b¢adnq plate aapeDle M v4malentling tOD lb upifl al jdnt(s) 2, 5. B) This buss is tlesiplw0 k accoroarwe with U¢ 20091ntema0onal ReLden6sl Code mgiona R502.11.1 and R802.102 and referencetl starldertl ANSIRPI f. ]) "Sembrlgid pilchGOaas witll 6xled heels" Member end Poary mplel was used M Ole anayeis and d¢sign of Nib tIUa9- LOAD CASE(S) Standard ~~'' S Tf`~G~. Q~ Ot Iy f A ~ s D ~ ~SIONAL~%~~ December 10,[010 A VARMAa Terih dslan pm®r[ QQanO 1~IS90N 1IIIFd/m lMl,f47®tlTSR A9fiR0f.'N Id68 Ml %aTJ lO tla6ODAa C6B. LW ~ Nly a mernm [ t msa a ua~n n~n r r b a aaa '! 1 n lQra mrro+L 4(F_!+N MN.] C [W J f'. 7n TMH-O~.V~MI' e`F U OI~{y.adC59f tY 1",j, .tfCff95'ICwfl LI I- >t I Irv?•tlwlwK crr.. FCanCf¢.on?orsvf a vtti ttnb<onmKnm-IN mf+w GifrclllM arocl.i. xC~nr.,,,.PM"mMlp^' N~ Illn n~!~'¢ITJCIVC'n lFO rmq,l.l1V ~+Ita~b {yr'q yci9fp_[p-{~.p .~q;rtya,re rMp~d~lp 'd'ncOSO+q+-1ar cTrM-r.;loraPC. ea.nrr +"•s'!iancm brocrfa, con3„n AMSI,TIt gl,oey faen4 D58~89aM KSI WIdp CprmPleN n^UCeAr~,r tan..unr :OA - fplNy Lllpln1011M n~J`4tiw hOl-I ir~53!1a1CIf61nltl.2mH,rr lFell. $JIC'JI2. AICrafaA~, YA )J31r CAY~4C¢MS. eR,AY10 .:oD 'Trio TN99 Type rDy P9' 2855 r\2 Wr " fYl2526t72 81003609 1802 Common TNZS 1 - _ - __ aDAeierence (oplialW) PloBuik Nb91 Alban, puaum,WA 99301 ].250 s Ncv tb 2010 MiTaN IWIYnnes, IM` FO Deo 1014.52.33 2010 Page 1 ID003wrICYIDB2GOdSRrs11kRNJAJ3C-PO:1xmCY bBLEAOdSFD»IkRNvkOPJOO]OP,fp]jlNyAl3(: -180 _ 14-9_ __ 1w:.u -_ _. ~ sw 1a0 IGpU 1 'O<.L ~ ~4C ~ v~•\l`: f _ to -- ~M'- -.yd, u F 1' u z I ~ 3 1• - TT ~ ~' - _ -- - 7 r1 ~ ~ 4 .-- ___-'ryt~t)L.XX-X XXXXXXXXX7VKXXXXX X702:-SI' - - If ~ ( ~ T ]f 3f M '6 31 A 19 If n Ie -" of au LOADING (pap SPACING 2-0-0 CSI DEFL In gx) BdeB W PIATES GRIP TCLL 25.0 Pkies lnaesse 1.15 TC 0.15 VM(LL) -0.01 15 nh 180 MT20 185lH8 TCOL 10.0 Lumbar hclease 1.15 BC 0.05 VM(TL) -001 15 ne 120 BCLL 0.0 Rep Stress trio VES NB 0.01 Horz(TL) 000 t4 n]e Na BCDL 6.0 Code IRC2009RPI2007 (Matrix) VYelghl. 611D FT=20% LUMBER BRACING TOP CHORD 2 X 4 HS t4o.2 TOP CHORD Strudurel woo0 NleaMing direly appeed or 6{)-0 oc pumna. DOT CHORD 2 X 4 HF No.2 BOT CHORD Rigid ceiling dtlady appied a 140.0 oc brardng. OTHERS 2 X / MF SNOISId MITek recommeM91ns1 St-vbilizms and r spored aoa6 Gadng De inabllad fining Was eretlbn. k slxordence wiD StaOeizer Inakllatbn guitle. REACTIONS AU bearings 20.0-0. (ID)- Maz HOre2°-49(LC B) Max UDlot All aWm t001D of less al joim(s) 2. 14. 22, 23. 2<, 25, 26, 20, 19, 18. 17, 18 Maz Grav tVl reactions 2501b a leas at )olnUs) 21.22, 23, 24, 25.26. 20. 19. 1tl, 17, 18 ezcep 2.258(LC 1 ), 11.2581LC p FORCES (ID) -Max. Comp3Mas. Ten, -All forwa 250 (D) or leas except wDen shown. NOTES t) UnD.Yancod mot live bads ha're Deer considaeo la Iha tlaagl. 2) Vfirld: ASCE 7-05; BSmM: TCOL-B.Opsf, BCDL=LBpst D45R Cat. II; Exp B: enrbsatl; MV6RS (bw-tlfe) geDk end Pone; Farlllkver Ie0 slot ri9hf exposed ;end vertKal Ie0 and right ezposed; W mDa DOL=f .33 plak grip DOL=1,33 3) TNba Designed fa vend bads in the plane d me tope only. For studs oxposed to wn0 (Ialmel ro De /ace), see Standard IlWUCby GsDle Entl Dolaiis as apWiwpe, a conwD qualiee0 building deavler ea pa ANSIRPI t 2002. <) As platen are Zz1 MT20 unless othnlwise intlirate0. 5) (`9Dk requires continuous DoOOm Mara Deemg BJ CiiGO stlMa apacetl alt -1.0 oc, 7) 1ma truss has Deen dcsignod bra 10 0 pal DoOOm Morel fve load nonwnwrrem wIN any oDer eve IO3Mbi. B) • This huss has been oaslQled for s live bad v120.Ops/ on the Dotlom awro in all areas wh¢m a racWlgla 3-fi-0 k6 Dy 2 04 wide will M Dttween the Dotlom chord and any fiber members. B) PNKde motl,anical conneUion (by omens) al INSS to bearing plak capeDle W wdh8laMing 11X1 D upHt al joim(s) 2. 1/. 22, 23, 24, 25, 26, 20. 19, f 8.17, 16. 10) IDis Wsa is degryled a aaordance wM the 2009 Intemallonal RosidaMial Code aectbne R502.11. f a1W R802 iD 2 and re/arancetl standard ANSgTPI 1. 1 f 1'Seml-Mjd pitcrofeaks wim fixotl heels' AterMer end Oxiy model was usntl in me analyala ono oenkyt of Ibis Wxs. F.Y. ~. (: . ^ LOAD CASE(S) Stalt4wd ~ T P ` . F VV ~ , f ftiT R December 10,2010 (~ vARaTM. amrry d.ry. tf¢ra~ aasen unrrr,s on TaraAlG,rnLCarMrle-:.rnaa8rwxr rarst K171TJ re to va BbHxva rlaR. ' ~c•a„o~ro .:co~q„.marto _i mo-:a~Gesoa Kn r r .I..,h ~ a.lU.r -c..~ .as.q:cmrrxr-.r ~~ LC O[~11yva3n»p,.bnWltl 1 I_ p. TF[n I Y .FIr -1]9y 59• ITy J~~.e -Kj bnM1 r , ~,.rsy.. ar n7. a.e., a. -~,, . , r i a .r el. an=o ti o ,r fwnn9nr cLhe ~ - . tt ` MiTek' dv a,k ln.o camo,fol [,.~. d II ~ol. m aF..+,nf., p Ilc o Ft ~ y-.a c o ~.. rtIXxdry - ' v ari ••. p,d <mm. aR r- ~. ~ 1 ~., e ~ n Aeµrtnln Uv caenuo -af a scu sJaaeanpon..n Salery wbrmrlonn.•Im1•rT ~lvletremVa 191,1 iw. ~:~•`~ mil o:~cn :au nf nn(>eenn9a kane. sane ,09 . . : rn~~. Hyntf, cA, exi,o JoD Tlaea (Truss Type ~Ory Py 2658n2or ' Na252GI23 0100360] B03 Clrrman TNSa ii7 1 JOg Rale(anw icP1190Bi1 _ _ Pr¢BuiN Nbsl Aubum Aulwm,'NA BtlOD1 7 26D s Nw ,92010 NiTek IMUSIrcs, Irc Fri Dec t0 14'.5T 3A 2010 Page 1 ID'.tIDIU_Y2waVhb2Cf+VF.s ayAJ3B~Wa.1_VZwn VM¢ZCTIUEZ_aRpmPU~XVCPINkHIOyAJJB .,so o-va ,oco 1 ,x.u 1 Ixo sec eve roc tae e_u sa.-.ar a•.- aw fTlq a _. z i >nt ~ /~ ~ ~ \ / ~ ... _ __ ..... n . _ ' . r- .'Y gg f E r r .. « =A zu se ii ,ooo ;oea Pfate 06sels lX.Y): l2 :0-2-fi.P-0-21.(6:0-0-0,0-I-10J,16:02-12,EdpeJ LOADING (paq SPACING 2.00 CSt DEFL N (loc) (Meg L!O PLATES GRIP TCLI 25.0 Plamslncroase 1.15 TC 056 Ven(LL) -0.20 2-7 >gB9 2b MT20 185!148 TCDL 10.0 LumDenrlveese 1.15 BC 0.78 Ven(TL) -0.48 2-7 '474 100 BOLL 00' Rap Slrrss bcr YES pV8 037 Horz(TL) 0.05 6 nfe n!a BCDL 8.0 Cade IHC2009lTPI2001 (Matmt) --~ 1'hight'B4b FT=20% LUNBER BRACING TOP CHORD 2 X d HF No.2 TOP CHORD Sm+ctural wood shea0ling b'eclly applied a 3.7-5 oe pudins, BOT CMORO 2 % d HF No.2 BOT CHORD Rpitl wigllp dirodty applied a 1 0-0-0 Oc bracing- VvE65 2X1 HF SwdlSttl ------- MITek rewmmerlda mal StaDlllzars end required cross Mactng VvLOGE ba inaWlled durvlg Waa erodb n, n aowrdanoe witlt StaW¢er Right 2 X d HF SWNSb Inslallatbn guide. REACTIONS (IWSire) 2=950;h58 (mY1. 0-1.91.6=818aAedl:mical Mas Ho22=58(LC 5) Mak UVlilp=A2(l C 5), 8=-32RC 8) FORCES (10) - MaX. Comp adak, Ten. -All lalX•s 250 (b) or kaa ¢xcepl when shown. TOP CHORD 2J=1477fy1, N=1120!47, 4:r=1118145, 5~8•~1635ly8 BOT ClgRD 2-7'µY1275,&7=-IU1245 NEBS 6-7•-1U736, S7•~191l110, 3-7=125/108 NOTES 1) UnWWrlc¢tl mot live bads have Dlren caaidarad fa mis design. 2) YAnd: ASCE ]-05: 85mpn: TCDL•6.Ops1. BCDL•d.8ps1: M25g. Cal-11. Ekp 0; enclosed, MVvFRS Qowaias) gable erW zone: wnlilavm (ell antl nghl oaposed ; and vortical lafl and fight asposed; Lumber DOL=1.33 plate gdp DOL• 133 3) TNS Iruu has Deen desgned fora 10.0 pal Doteom enor0live load noncmcurr¢M wim arty olhar ire loads. 4)' This Ws5 has Deer designed for a Ha load M 20.ODd on Me Odlom dlad In all areas where a rectangle 3~SO fall by 2-0O wide wa R behreen Ne Ooltom chord and any Diner mertlDns 5) Refs la girder(s) br tmzs Iv Imzz connedionz 6) Prowtla machaniwl connadion (by odlars) d buss to Deamg plate cepeDle of wnhWaMing 100 b upNl at Joings) 2, e. 7) Tnla W 6a Is tleplgned in accoroance vdlh the 2008 mlemalign& ResiOeMiel Code sections R502. t 1,1 and R802 70.2 and relerenoed staraaro ANSI/TPI 1. 8)'Sernkngld ptUlOreaks wlm Oxed ndNe' Member pM fairy model was used in Ina analysis alq design M this truss. LOAD CASE(S) standaro ,~rRS ^, ~,' C `- Fj. CS' L w, ti;. ~_ P,, .. l ~ 6 ,`t v. ~. A ~ ; f~, PI/STh0. 4 - G . S~y0~\:SL l:C` December 10.2010 0 ~JWRNG PntlY>r~+a+voml+ter. aeaxeeD AOrsa ae rtnserm rrurnum amxRauBrtm¢8 soda wi7eta Io oae~orta use. 3' celi~.yala use o,V.mmrtec ccmeam m:depo~z l,ud:w,crnco-orelr.! re de'~p »~ ~1 ~ ` Spy Ilytlaua;~v,{xmrrt~rl•nci=raav"'kK~nrmolmNCmnemmlcn-ronerrd bpeC p^ IR'e-tvv P :. r ' - +nil ~.Ir~•.ar~I k.e.w.w...I:ne,ro.r~IX+v Awlr..ko ~w.;....IX~v~n~~~n •.Iaelr,o~a,~,o .l~, n.., .., •~:r~,~r,rn/.. +,• M iT e k Pr•Ctly A.TOY'a~n pnnv NN:xp:ipMllw:v.r;d.t.x;lUenllw ~avvnblry Cl lFc oil]+p]c:9^C~`o ]CrIXp p~aprco rn;T'a'arn ' _ __ __ _ _ xACp14n CNJ*/ttrNH.~aupe. Wrvuy..tocllu,urJ lvu,:, r)J~~~ ~yll AM¢Tr110oC•n tdMC.DN~e9 makCR kUJp Component ' m T `7]]~~vta•;1. Lnrlr, Sale lap 1al•I'I Mpl dlpn v.rJatve 5cm IrvA I1P1e lrim;?e.:Ul rl.:K )veer. ~nc a q. +mnrert:, : A ?]lN usu. -LVI;I. cf. p5e10 .bD Truss TNee Type Oq' Ply 2e56 A) cx R3252812d' Bt0IXiB03 I'ICOf iGammm TNS ~2 1 ___-_ -__ - 1__- _ i .roDRefmm~rx lpp0olw0 RroBIIId Weal AlOUm, AuNmWA 96001 1250 s Nov to 20f O rhlos ndusbles. Inc. Fn Dec 1014.52'.35 2010 Page 1 IOkBhBwYLOp1RPr28mCVwyAJ'~AarBnewYLapxPlnr28mCNb-10DrvGx0y.5711ppEyAJ3A ass z.De 4}.1} _Ij.l.i r _~_ a.IJ. 1 IdA 1 Slpa 1 J+0 1 Y6 >I~ IAJ ~ tp••IA1 ~~ ,~ %%~ ~' --....-'~-. s iitt } . ---F - _ _ cc IN - ~ ~ _s __ - ~~ _ } N `-` ~~ 10 - M Bj t2 1 _ 1450 G}.1} pyl} LOADING (psi SPACING 2-0-0 CSI DEFL In (lot) Ifdefl Lfd PLATES GRIP TOLL 25.0 Plates Increase 1.15 TC 036 V&1(u) -0 t4 68 >999 2{0 MT20 185!118 TCOL 10.0 LunWer lnvease 1,15 BC 085 VeIyTL) -0.31 6-0 >638 160 SCLL 0.0 Rep Stress Inv YES Y.B 030 Hon(TLJ 005 8 n!a nh BCDL B 0 Code IRC2009/TPI2007 (Matrix) Weigh. 82 ® FT • 20R LUMBER BRACMIG TOP CHORD 2 X 4 HF No.2 TOP CHORD $Wctural wood sheatnng directly applied or 4-2.9 a Wrflne. BOT CHORD 2 X 4 HF No.2 BOT CNORD Rigid tailing tlirectty appfe0 or 10-0-0 oc Dremg. WEBS 2 X 1 HF SMdlSltl MiTak rammmands Mal SteDillzxs end reglared vosa Dredng be Inslslletl durVtg wss erccflon, in xcroMance wah Stabi¢ar Inslaflefion guide. ~. REACTIONS (Dfl¢ze) 2=895/458 (min. 0-1-6i. 6.895rP5d (min. 0~1 d) Man Horz2-~6(LC 8) Max Upllll2•~79(LC 5), B•49(LC 8) FORCES (pl -Max. Comp.hAez. Ten. ~ N forces 250 QD) or less except when mown, TOP CHORD 2-3=140?tlS0. 3-1=-10{9136. d-5=104&36.66=140if66 BOt CMORO 28•-35/1216.88=0!1218 WEBS 48=0.590. 5~6=383~96.3A=-383x96 NOTES 1J Unbalanced root live loads nave been considemd for this design. 2) Wtnd: ASCE 7-05; BSmpk 7CUL=6.Opaf; BCDL=LBpaF, n=25fl; Cal. IC Exp B; encbseQ hIWFRS Qow+ize) gable arq zone: canabvor Ia8 and right axposad :end vertical left and ngnt e>yosed: LumOer UOL•1.33 peace grip DOL•1 3;f 3) TMs Wes rise Oeen desgned fora 10.0 pet Dotbm cnoro Ove load npncenarrtenl wiM airy oMer ive loads. d) • Tais Muss has Deon dosignod for a frva toad of 20.Opsz an Me Dogom Uwrd in all areas wrists a rectangle 1&0 fall by 2-0-0wide wI n Oetween Ins Dotlpm more antl any abet members. S) Previde mactlaniwl connection Ny otllere) of tress re Deamp plate wpaDle of wxNS[endsg 100 b upMl al )pings) 2, 8. 6) Ibis 1Nbs Is designed h accordance wgn the 2009 lntemanoful Residemial CoOe sections R502 11.1 and R602.10.2 and referenced 9teMad ANSVTPI I 7)'Semingid pacDbreaks wtM fixed neNe' MemOer erg Ntlly model was used In the analysis alq desigl of this tluas. LOAD CASE(S) 3}arxLVd `~N,cK s N . Q' O GFP ~~. 1}. ,~ 4 ~ ~ ~~1~_ ~c;s7F.R~ ~?~tG December 10,2010 (~ ruasor0 yl.yry acarr•wm4rt ~aetttm ao}sa pyf rne.um tACrww}a7yaLlwt9uxrBihe9smn7a re. to'pa aeroRa ltsa Irrb, .of:fr« .fv Inr •v c 1 .rue a.~Tr y r o p 1 r r r. r i b In iq TPOJw+1 4(x1/.L}Ty nl b I nrr. - le myp .II+ p I C M p b}! J IJ ~ -' 11 b p N 9Sho•n __MiTe - t IOr h_-cmpwpul / tl `Ixf rx4 ! 1 A t 1 r 1 LII O b ~~ I 'br I Iles wttNC AnQIk xJ wm wriG.xrv Jllr r~,rl lrc r lrero(unvblll dire bbl l'q..eJS:cr. f.ig vntl }r l:»:+'4 .n~ IObKOW-v,Owlly corncl tlwgp.[Wlruy,a«•lirr rav lr~::~•~,f r.+..,ll Aa51/TII OONIy CrneM, DSf J9and OC51lW4np CangmM r>it ^urtenpJIX WIM. aullG ip9 9~h Inlwmaaen o.oicele Nom INa Nx Mi1NaM. {•yl v..ec $TCCC bAM1 113. n,p.u.Jar. v• S:P4 Cnva lyNp. CA, aY110 Y]b Trtss TNss Typa OIY Fly ?ii'.'i n l rar 432526125 Bt0036IX1 COP Dbllmnn TNN 1 1 _ - _ _ Jcd Ralwerce iopem&) ProBuid Nbsl Auburn. PuDUm, WA 98001 1150 s Nw t9 2010 MITrA Ireusines, Inc Fn Dec 10 tr52'3620t0 Page t 10£tl130EaAB6yotR 1GMN3'tyAJa3EOlYJEaeD5yo1 at6ul W 3>xF.d0146'+LC5100NMMAJ3p ns9 wn] - wlA ~ ta0 03.12 - _ - _ u_ v - _ _ - -1 _-i<o_- urn-rx> ~.h e eel'.1] - m a s - .-..,~~-.....-.. u y - 1. _ --. .... f ~1~ r j t ~ _ ~, v •.~~ - / _.~_ ~.~ "~ X iC X 1' X X X X X X % ? ~ ~_~ 1"_2L1~~$ Il rcaa rise LOADING (DS0 SPACING 200 CSI DEFL TCLL 25.0 Plates lncreNe Lis TC 0.15 VM(LL) TCOL 10.0 Lumb<r Inor<dN 1.15 BC O.OB I Verl(TL) BCLL 0.0 ' Rep Slrecb Ma VES WB 0.05 Hoa(TL) BCDL 8.0 Coda IRC1009RPI2007 (Matra) IL in Qa;) OOafl lJtl PLATES GRIP -0.O7 13 na iB0 MT20 185!148 0.00 t2-t3 nA 120 0.00 72 nq Na WeIgM: T4ID FT • 20% LUMBER BRACING TOP CHORD 2 X ~ HF Not TOP CHORD S Wdural wood ah¢atlwtg Qawy applied a 8-0-0 a: pudins. BOT CHORD 2 X ~ HF Not BOT CHORD RiOk ceifnp dimUty applied a 1000 oc bradng. OTHERS 2 % ~ HF SWd!$Id LliTek rowmmalldz Thal Stabi¢eN and mquimd a<N brarinp ' ce mslailed ouMg INN eretlion, b accordance wlln Stabilizer Instailabon guide. REACTgNS N Deamga l8-&8. gD) - Max Horz 2=48(LC 8) Max UpIa1 NI uplift 100 b O! leas>N pint(s) 2, 12, 19. 20, 21, 22, 17, 18. 15. /4 Max Grav All readiona 2501b ar bss al joalgs) 18, 19, 20, 21, 17. 18. 75 except 2=270(LC 1) , t 2=270(LC t ), 22.308(LC 9). H•308(LC 10) FORCES (Ib) -Max. Comp~Max. Ten. -All lorcea 250 (D) a leas except when mown. NOTES 1) llMalancetl reof IIVe IOBQ9 nave Deen calsltlered for Bus tlesNjr. 2) YtYId: ASCE 705', BSmph; TCDL•B.Opaf BCDL4.8ps1; h=25ft. Cal II, Exp B; enrbseQ MYJFRS (Nv'f-rise) gable eM mne: GVltibver loft and right expo5od ; eM vLYtkal {eA and dgM expoNd; Lumber DOL•1.33 plate gdp DOL•1.33 3) TNN designed (or wnd loads m the plane a the INN only. Fa Nutle exDONd to wIM (normal to me face), see SlAIN18fd Industry GADIB End Details es aDDIItaDle, a oMSUa q]ea0etl bull0ing designer as per ANSIITPI 1-2002. 4) All plat<s ae 2x1 MT20 uMOas oMarwSae indicatetl. 5) GADIe requires anMUOUa Dodom Chord beadng. B) Gabb studs spacetl a11~-0 oc. 7) This truN nos Deen depgnetl bra 10 0 pef bottom Mond Ilve loatl noncpnclrreN w8h any aria. live bads 8) • Thls buss nos Decn tl<signcd for a live load o! 20 Opst on Ina bodom Mard n all areas where a reaanple 3-8-0 loll Dy 200 witle will N between Te bottom cried antl any Curer merMaa. 9) Provide memanicel conneabn (Dy others) of INSS to Dearing Dlale cepaDb of vbtnslaMin9 100Ib uplM al pngsj 2. 12, t9, 20, 21, 22, 1T, 18 I5. le. 10) Beveled plate a mim requegd M provWe Iu1 Dearing surface wsDi tNN Mad a1 pall(s) f 2. 11J 1Ma WN la de&gneo n almNance wah ale 20081n1ema5aW Resldenlial Code sections 4502.11.1 antl 4802.10.2 erltl lekrenced standard ANSVTPI I ~~r,(1 - T!N , 12)'SemFdgld pdMOreaks with fixed beets' Member end f¢iry model was used in the analysis arM tlesign of Mls trues. 2T~~ ~ f- 1 LOADCASEIS) Slandartl ~' ~~~ < R!(:TSTE µF~ tL' ~ . . . ~ a ato ss /ONAI. t December 10,2010 p V1RaDld Vnrddlefaa pareeerax mrQ Ra4D MTdd Ow TSlld 4e0 M11A81Y NTBIrRS9lIry1CR 1•.ICR IpTTITJ ItlYNdOOaY tlCS (~t~p, nrfrf nn t Ih n)an ci ft' oak: <med o]H iPO Pawl 1 Io ras lerv h4 V ie:. r - I~ I. ' ' ' ACfleobltY'ofM (j nn r,l.+ p y rn I 1- ta-uwM r .bit 4Ga ]arJ>,c Iva :N Ur .A Idy'~nn bbr btcrcJ wF{KrI NN15.I.nl'aVb. urban Ir tlnann:Il yuN " I ti{I dr]< ctq c rap IJI law ' OKb. Atldn:N Oe twnt [ac rp ar lr ra:il In n ah lla.rwn Ill II... k: y aniazr fw ecnNVl 4tl ;o ~h] bbkP11M aWlh or`rtN geaa dOr M/ aoclYN arQ baCh9. c n pM11 •TIII 0 dIY CMMe. Deaif aM aC51 aunJn9 CompmeM SaMYlnbmoaon omi:LJe from lrvn ftc<FANK 2bl Ktee Yheef II l .v~eY n3~'a 1>ll Ciraanead l/e Bula 109 , v . o V. . Ce Nupfn, LA.45e•0-- JuD Trues raise TY09 i Qy I+ly 2866 A 2 ca 832528128 81 W.3603 DW Common Trva9 '.1 _ `_.MQHBIBffifm1f9ILQp91_ PraBu10 Nbal P,Iplxn. PYaUM.KA 98001 _ ).250 a kov 192010 MITea IMwvde. IM :0 Dec 10+a:52:3R 20+0 pa2a 1 ID:ABppax.~.1gC WGOVOEJJVBOyAJ37-ABlaP=~eIC'NGB VOE,I,IvBOCPPDpYTB200'NURZyA7l1 1I~S__ - ___ i21) 13aa rP@_ _ _ favor 4fr4 aatl sit nl.+ lyy = PO = 1 .f"~ py-r l] . f lOlrl I A ._. _.. N.: ~ N. Y i f 'v -'r - ~ I~ -. 1 -- e __ P ~ tt H ~ 0 r o 1 ~. a~a ~~ lauo = sro ~~ -- 411J jt:]j IlEd I rybp xt1a 6Y0 a18 411• Plate Qllscl3 LX,V):_ (1:0-a-5.0-2-p). fS:OJ-5.a2-01 i LOADING(psq SPACING 2-0.0 C51 DEFL in (loc) Udell LM PLATES GRIP TOLL 25.0 Plates increase 1.15 TC 0.84 VDrI(LL) -030 7b >999 240 MT20 1857148 TCOL 10.0 LumOer Increase 1.15 BC 0.79 VM(Ty -0.a3 7-B >505 180 BCLL O.p ReD Slreb4lna NO NB 0.82 Horzf7l) D.10 5 IVa n/a BCOL 80 Cone IRC20D9RP12007 (Matrix) - - ~ ~ greigllL 1741b FT=20% LUMBER BRACING TOP CHORD 2 x . IiF t850F LSE TOP CHORD S1nPawal wootl aDeatlling d•'ectlY applietl a 2-10.13 oc pudina BOT CHORD T X 8 DF 2400E 2.0E BOT CHORD Reid Ixblg tlaeay applied a tD-0-0 oc Dratlng_ YOEDS 2 x . HF swmsta •Fxcepl• 18:2 X6 HF NO.2 VrEOGE LeR:2 X 4 SYp No.3. Right 2 X 4 SYP No.3 REACTIONS Owalze) 1=725110:>I2 (req.0.S15), 5=738a70-St2 (rty. 0.8-1) Max Horzl=58(LC 8) Mez Upllltl>`178(LC 5), 5=528(LC 6) FORGES (ID) . Llax. ComplMex. Ten. - AI Idtes 250 (b) or 1066 ezteDl vA1en ebown. TOP CHORD i-2=43952/923, 2-3=-9 7 3118 6 2, 14=9731f857, a-5=~/391419pp BOT CHORD 1-9=-833/12795, 8-9•~633g27B5, 7~8•-772112758, 5~7•-071/12756 VuEBS 3.8=J4gO118, 4-8=123 313 1 5.44=177/3207,2-8=4274833. 2-0=17 773219 ConCnued on page 2 ~^~~rtC,R S ,VC { F . ~t'O Cj i . Y ~~ V December 10,2010 ' A r4vrowl:.eyy aP.iarxv~=•D.c eseo Pgtaa ox lauerm rxaLDD8p 4iT761TA~8ReM'8 reosTe77.r4 Pr.. TO na e>soAB U66 1. D - rr,- PI n w t.~ I. d n e .•D ^nv p-~ I sw s l s+ o x~.~~T~~.x~Tr~~ll,~. ~iC bll. N 4 9 f" 1 .1 Y 'T -PI _m(b I t- 16 iiM 1.. 1Y 'T F ~ I:n Llr1lLGd_ I ~ .I, 7. 11 I~n I 451 'rt!1 pa t 91 1 f ) z n !~ lilf~n.~P 1 ~Afll II ~. I/ ~} 1I I 'M P [ Il.bA1 1 nc kry 11I ~Y.r.:P .r)rJraJ b ' Ilr .I:.r~, y.:.l 1 l l :'.r YP' _,.r 1 1 ANSI IMI ~]wlar CM r,DH21 onE K$I tuMMe Cenrpon•nt P, G'.PtlneP(]I 14~P 6WP 1a9 Eehiy lMOgPnaP ollbl~T .,IOfe rc'NIP .Y t tec.(r.o alto. Il.:cs~alp ...-. :e MPiflP. fi 45e10 l_ n LOAD CASE(5) SlentldN 1) RegWar. Lumber Increase=1.15. Plate Iriueaso=f.15 '.oD Tn+ss ITrv99 TYDe DIy PIy Z6`5A 2~ar 01OIXJgp1 C011 Gbmmms Trsxtl t 832526126 _~ ~ JOD Rplavn9v icptioroll _ FTo8ul11 WlBIAWUT. IwDwnWA 98WS ]I30tl Nav'92J1C Mtnk inoJSy{ptl, Inc. FA DBC 1019'.32 ]82010 Pagp2 IDA91~vJC0ejOWTi8sf0EJJv6~Y W 17-Aetgp«r.OqC'.~Y'rgytpEJJvBOCVPOgYT8200TVR2YAJ37 LOAD CASEiS) 5lanoaro Unllorm LoDO9 lylp Vml 13. 70, 36=70. 1-,'~-71718=727) ~VARJlxq Yeiryd Tpa+m>6 and BP,tlp14786 ox TxfAII6fMLW6l)tl'MRGYHxgM'llldGBl@l>IYJ rs. lO 10B8VORB Df6 )ai4r v.JAl ht I' 1 R~iN I" eFnvaJ CnN Pm nz.,m '^~t~ f .1C E.N uwM~f.vl. ' - "J4.oWVx Ut c.+m~'lfCf 40 t!U It d d_:7 1 ipre rOt'Y1JtMwr •KICCtI^l JIM9C~<'^1`^I^` I~; SM4UMW xFyeil N d ' ?M n t L -r..yil/, .tltl~dld f!!rpRJe tw 91 nt 1 it i -. I '1 u:redfly V tfc r ~~~ R~K+9. ndd0-t>y. ').I rte cvvyaTCNCbvC rcsD:`rvtlil.'cf a b ct)ev i,_vJ m.,1. 11ac:+rpmatba tub. saualnnc~ `.'IdKOM1Jn p.n1F '1 4i" - 'IAV'~p 9bO ly cM9J ANSIfIYll gpdXY CIi1~11o.D{tJYaM 6U1lWWnp CempweM l Flxlr ln:4 qwl ; i tl ^ L. -W' 'Ll ;aM1 Fb W irJ lr n' 1 l3`A /)f)GmenUNtklvw Euh 109 . .._ Y Im C v i , . ~ . . a . . Cttvf htlgM1D, fA, 951110 Symbols PLATE LOCATION AND ORIENTATION 1~~~[~~~T J~/\. Center plate on joint unless x, y s-~J ~.? offsets are indicated. Dimensiors are in ft-in-sixtoenfh<. Apply plotes to both sides of Truss and fulN embed teeth. ~/7y+ T For a x 2 odenlotion, locate plotos 0- ~;~ from outside edge of muss. This symbol ind=cafes the required direction of slots in canrac'or plates. ' Plate IocaNon details avallabb In MiTek 20/20 sothvare or upon requesF. PLATE SIZE The first dimension is the elate 4 x 4 width meowred perpendicular to slots. Second dimension is Ine lergtn parallel to sbis. LQIFRA^! BRACING LOCAAON ~,~ 7 Ind~ca'ea by symbol shown and/or C1y/// by text in the tvacing section of the ou•put. Use T, I a Eliminator braGng if indicated. BEARING Intlicates location where bearings jsupportsj occur. kons vary but reaction section indicates joint number where bearinys occ:c, Industry Standards: ANSI/; PII: National Design Specrfication for Metal Plate Connected Wood truss Construction. DSBA9: Desgn Siandord fa Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handlirg, Installing & &acing of Mefol Plate COnn2CE3C LYOOd TNSSBS. Numbering System ~ General Safety Notes Failure to Follow Could Cause Property I b-4-U t dlmensioro shown in H:n-Sixteenths Damage or Pt?rsonal Injury III (Drawings not to scolel 1 Addifional9abitY braving la Innx>yslem, e.g. Aagonal or %brot~ng, n always renuired- See SCSI. i 2 Trust bracing must be dosigred by an engirROr. For I Q 3 wide irvis tpacng, indv7tlual hterol Cruces ihemzeHes '•OP CHORDS may repube Draeing, a onemarive I, I, or Flmnata r,~_2 `~; bocytq+nuuM bet carvvidced W EB$ 4 J. Never exceed Ms tleslgn loading shown and never p ~+. slack materiah on inadoquolryy bmcod hustoi. d' ~ O 9 ~ i ,~ys r i O o: 4. Provide copies of this truss desigr, fo Mo bolding U ~ s y ~ rfevgrsr, erection supervlwr. propenY owner and av ~~ L, al other interesley pprlies. ~ . , _ p s. Cut memneu to 6ea, ngnsN agarat eoct+ omer. r , ~ BGTTOM CHORDS 6. PIatR pietas on oath fate of hvst a Cach 8 7 6 S jotnl and embed fully. Krmh antl wane al loins ( l oca ans are rogt4ofed by ANSIRPI I 7. De9gn mwmes busses wi De sutaDlY pmlacted from the envkonr+mnl in acccrd with AN51lTPI I. :. Unless ntherwhe Mtetl. mohture content of lumber JOIMS ARE GENERAIIY NUMBERED/LETTERED CLOCKWISE d:nl not eRrcett 145 al tone at laixlcakx~„ AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO TNF LEFT. 9. Unless e~ressN rsoted. the design a not applicaole for use wlln th retordon6 preservtsnve heatetl, or green lumber. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. 10. Camber h a noo-shu<'urol convdcralion mtl is +ho resporaibiN of tNSS fabicaor. General Dractice is to camber lo: detW laved deneclion. 1 I. Pg1e svpe. size. wientotion and locution dimonsbrrs PRODUCT CODE APPROVALS Indicaetl ve mAl9mum plating renvyemenh. ICC-ES Reports: 1 ~ l+.vnl o~ swd NOyt>o tJ Inc spncrcv ond.vtn. mtl In al respects. equal to a benar bran that ESR-131 I, ESR-1352. ER5243. 96048, specined. 95-43, 9b31, 9667A 13. IoD Chords must I>e sheathed a pudns provided at NER•487, NER-561 spodng rxsicaretl on desgn. 95110, 84-32, 96-67. ER-3907.9432A 1F. Bottom chords roquiro blare bracirsg ql 10 N. spacing, or lest. It na crHng is Intldetl. unless otnerwae rtoled- 16. Connections not shown oro the rapons+dliN of othca 16. Do not cut <x asw root member or plate without prior .g; ?GOc Pd?ek'FU AIIRghfs Res 13rY6d ~ oPprovaaan engineer. ~ ~ ~ ~ I /. Iatan and bad yenc~alry unless in6cated oMervrtse. 18. Uso of groan or tmatrd Ivrnber maY Pose unacceptable envirmmon!al. hoahh tx pndrnmance risks. Consult with poled englnees berore vie. 19 Review of rtorl'iam of tNS dr.4gn Ihont, back, words ~ T ~ m and picluresl bofpe use. Reviewing piclwes oboe /\ / M ~ 5 r,ol sutflClem. (C K 7(I. patign mwmes monutadu:e In occortlance vnth POWER TO PERFORM."^ ANSt/TPI1 OuoAN Critoriq. MiTek Engineerin3 Refe•ence .iheetr 17,11-7473 rev. 'tY'04 ~1 ,.. DNUnCx _