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Plans-��- _ p l�UU7 Sw �yui-L.�, r/i�w 40'-0' 11 7_ C J J LUQ li 4 12 m Q Q _R l 4: 2 H :1z B (2) S Lu 4 8:12 N 4 Al U 10'-0" T-0' 9' 13'-2' 40'-0' C Copyright CompuTrus Inc.2006 BUILDER: ISSUEDATE ABOVE PIAN PROVIDED FOR TRUSS STONE BRIDGE HOMES NW 11/10/15 PLACEMENT ONLY REFER TOTRUSS CALCULATIONS AHO PROJECT TITLE' REVISION 1: ENGINEERED STRUCTURAL J-1851 STONE BRIDGE DaAwmcs GIN ALL PUFTH EDO pacifi L... Lumber INFORMATION.BDILOING DESIGNER/ENGINEER OF RECORD RESPONSIBLE TRU S CO POR TIO NO&TRUSS PLAN DRAWN BY- JP REVISION-2 TOTRUSSCONNEER OF RECORD 367 / J-1851 DREDKED eY DES ICNER/ENcwEER OF REcoRD To TRUSS aEVIEw AND APPROVE OF ALL COMPANY DELIVERY LOCATION. SCALE' REVISION-3' DESIGNS PRIOR To CONSTRUCTION. 1/8"= 1' All designs are property of-Pacific Lumber and Truss. All designs are null and void if not fabricated by-Pacific Lumber and Truss. WW MiTek USA, Inc. 250 Klug Circle Corona,CA 92880 951-245-9525 Re: J-1851 STONE BRIDGE ROOF DESIGN INFO The truss drawing(s)referenced below have been prepared by MiTek USA,Inc. under my direct supervision based on the parameters provided by Pacific Lumber&Truss Co.. Pages or sheets covered by this seal: K1523266 thru K1523275 My license renewal date for the state of Oregon is December 31,2017. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. 0 PR0,cc �N61 NEFR i�29 8920OPE 4_OREGON1� �O qyI , ?, p� MER R I I-V /3 November 10,2015 Baxter, David The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer,per ANSI/TPI 1. This design prepared from computer input by IF e-P +PEGS FI: lO.JS TPD55 IIAY 10'- I I., ItLE 2' D cion cher Retl I— htt,f-5 psfl uplift at 24 "on 5pactng." 2.4 H - L]AL DED,1111 INCREASE 1.15 r.< - B_I 2111111 d:t HT P- SPACED CEJ 29.0" 'J.L'. Des1g oa [ f orms C in ' tl!o rc a-iesis[l ng system and co mp o ne n[5a ntl cl a tltl ing c[i[e ria. SL'PP:RT c= L2"O . ON. LOADING E_ LA-c Rfi_ SL PP.R. <- I= Cl, NJN. LL( 25.011]LI 1.11 OG TOP CNORD - 32.0 PSE W-J. 140 mph. hl.),[. .l..Id.2.RCOE=6.0. ASCE T-ID. IL ON BOTTOM^LOAD - 42.0 PGE ..N Nelghts Enclosed, C [.2, Bxp.B. MWF RG f Di il. JT AL LOAD 92.9 PIE loatl duration ! ri1.6. a red live een Lc adc r bTru design ed Po[ w"nd loads c re s rd^ d _te Li ._" d'sli LL - 25 LSF Groi.no S...w IP91 to the plane ,f [h e [i uss nl y. LIMITED S-G ROC.E DOES NOT APPLY DUE TO THE SPATIAL REQUIREMENTS OF IA:: 2012 ADD IRC 2012 NOT BEING MET. Note: Oitlooker t Uppee top chords require save material atn:Ctotal top chortl. Connect with Y-9x5 B 0:'TOM CHORD C C -L' FOR 1)PSF LIVE LOAD. TOP I, typical 26"oc loan'. AND NO T_JY. CHORDCC'VE LOADS ACT NON-CONCURRENTLY, Gable e s1. ts bearing wall I.E. M-1x2 0 la l [yp le ala ud e f sls Refer =pttif a ga 6:a ¢ntl tle[ai ifor p-OD 5-00 mmpLe to spec£i ca rias. 12 M-3,5 / M-3x5 m _ n In GO 5 0-10 ._ 10-00 0-10 Q�D PROFFss �NGINEF9 a� 8920OPE 9� JOB NAME : J-1851 STONE BRIDGE Al 1 O.SV 9F .AENIAcs LNoEI a— 9L Li OREGON a �w Truss: Al B a. . e' salB c.n<.a aa.. a..b mr w m 1A, a.. / ,9 m,. .re<,. <a a wMn�llma.0 O y 14, T wm1.e<wnw.E waa.,P ma.r".I".b ba m,lrl eanwn.. m�ar.am eapnnab�.yc¢.Ea.Jl,q e.wP �P S. ee a Rena ry<uanm<un z.Rv P N_'o Ee le....N ex ae at ' P.0n .....<ee,m1P,.1a fi a,1ra MFRRII .:.TE: .1/10/Z.,.. .auvw mean P.me euueay a. 1N n M e x..m,gfDnl.awe 1,11Iecl. E.apnp a,Bt era..Rory npWreE."...I-, SEQ. : K1523266 •11.11 m.1 mmPare",mull.nm.1<m.'",I. ..iKeniwh m aa....R.r..laassn Pnhe.'Nu.< I.ene I e.MJe E^PIII.N.1 m l—..I.nv..e.....bnh.1 S.pe.lpn au"meunwool—m 1.a.Im.mn<mm Ne­,­­1 n TRANS ID: LINK a"a=:�.111.eb.m<1m .m. m.eea 1111EXPIRES: 12/31/2015 5.C n.c "11.......am.a ...w"nuenM. "e s.pealPnassume.Wl Wa..p.l vll wllena.neun,soon ar veepen '.i "°" � m •••n November 10,2015 wepe'm,nm1a�,mbn. ,mon w' '"vei.:mxe.°.u.P-b 111,1 Mow .a. a<e,ee o.mm r><..ar aa...>IS 111«1 ee.M.mm.. 6.i11MTCA In RCEI.m..ar-ER.n.wmsRa......P.n. B"Ime.wmcee won all.a.m..1o... '. NTekus A. nc OCcmpETrEs ScEara]s1s P2ny-Ei4 fo"eau mn...,Nl..ee '"c'S 4. ' qn ve......ESP-I]Ir,E S RIPS..pI"l This design prepared from compute[ input by dP SPEY-FTIT7- 1` TRU AS SEAN 1p'- 0.0" IB' 2012 ML MEMBER FORCES SWR/pOF/Cq-1.00 I PILL p1tRTR LOAD DURATIOM INCREASE - 1.15 1- 2=I 0 52 2- B=f-191 295 2- 3=1-5281 120 ... ...F pLSSTR SPACED 24.0" O.C. 2- 3= 1,' 2'1 RppF ST-11 -301 lE< B- 6=f-PI 295 8- 9' 01 220 3- 9=1-3651 107 5- 6=1-5281 120 LOADING 4- 5=1-J 601 107 -C IiA'f EH4L TL PPU RT t= ]2"]C. UON. LL( 25 O) 7.0) .1 TOP CHCPP 32.0 PAF 5- 6=f -301 114 IF !A'f FURLSF,PPIPT c= 12"JC. DIX, IT, AN SITCOM CHORD 10.0 PSF 6- 9=1 UI 52 TOTAL LOAD - 42.0 PSI LF-:9E: 2-11-o0 2-Do-00 LL - 25 PSF .r.IOYnd Snow IPgI BEARING NA% VERT PAZ HURZ RIG REp11y. BAG AREA o,_anesc5'. 10.a" 1881 D^ _ LOCATIONS REACTIONS REACTIONS SIZE .:N. ISPECIE5( LIMITED STORAGE DOES NO2 APP1,Y 1VI 1 B 2 THE SPATIAL B'- 0.0" -82/ 5_SV -B 6/ BEH 5.50" 0. 0.8'_ RDDF 6251 REQUIREMENTS OF I07 2J 12 AMC IRC 2012 NOT BEING MET. 10'- 0.0" -52/ $15V o/ pX 5.50" 82 RODE 625) BOTTOM CHCRD [HECKLE FOR 1LPSF LIVE LIAO, TOP 4' AND BOTTOM CHORD I: E LOADS ALT NON-CONCORRENTLY. - t - --_ a " apar'e" [CND. 2: Des ign the had for r.e:1-5 I,OUT upl:f[ t 21 .A VERTICAL DEFLECTION LIMITS LL-L/240, TL L/180 1-00 5-00 MA% LL DEEP - -D.O01" n 0'--1 C.J" Allowed D.083" MA% TL CREEP DEFL = -0.1301" @ 0'--10.0" All o'..d - D.111" 1-0(1-1J 3-03-03 3-03-03 _-08-13 DAN LL PEEL- 0.649" @ 8'- 5.1" Allowetl L.i54" MAX TL DEFT, 0.052" a B'- 5.]" Alto d .'"06" MA% LL DEFL = -8.0..'11 I 10'- 1n.0" Allrwetl = n.AR3•' 1E 12 S.TL CABEP IF'1 =-O.Dol" R ln'- 10.0" All coed - 0_]11" R.00 M-4x4 - -IR.UO MAX ORI . LL 'DEFL 0.i10'." @ 4'- 6.5" 4.0" LORIS.ORIS. iL O_'FL 0.00'." In 9'- 0.5" sign for , to mad!o ."sco.tem and [aap one.ti''ain an, claading .1" wind: 140 mph, h-21fc, TCDD 4.2,BCOL-6.0, ASCE 'I-10, 1AII Haightsl, EnCl-6, Cat.2, Ex,b, MWFRS(Dir), load duraaoo fac Ttuee le signedor wIntl 1 M-3x4 M-3x4 to t', plane o] th etiuss only, 3 5 r \ TI i 1 8181_ 81_81 7 la 6 M,-3X6 I4-1.5x3 14-3x6 5-00 5-00 0-1. _81 81 8181 10-00 __ _. -- _0 �@0 PROFESS �NGINt;ER 9 920OPE - JOB NAME : J-1851 STONE BRIDGE A2 0.4496 W>R 65 - 4ENERALNOTES Truss: A2 an percol N.n n ro p. w anal OREGON C(� o-.q.erve..m n Iw�eN.- �Ma Ne o mp..balm.wa.o AN No-.ry f-E.M°. �Q qy 14, 2� .ue.e fONN"1nM l v Nboon..., l 8181 a M .m.rcn ro.al,,Nm..,"N by E :/1G/D^'= .a°nrvcwe. 'N 1 eMxp ee.ym. rc pH 0�d�ule..non.°rywa(Bq. SEQ. . 2.1523267 1 'al.aoa IPI..pp'eem. ¢ e"a°. N m°f,N; ...Now.c..b.cla,. MERRI��- me..N... an,en.,a....nR.. <...'s . .. o-em.lw w11M.aMamlm. a"a.n me,.881,1 a" s.Den a.of"r' Z.P e° mna na"wr,am..nrnanm.ni. TRANS I D: LINK Ed,n-I.S appne..m em'..moo-. .n..a,.orrery mle Inp18181 lod...rwna.nac.nb.l ..elAaxp..sna,earcualt. r u"m.. L ., a81811 wppa..lrowamm., Na.N EXPIRES: 12/31/2015 8.188,emp.e.aM ImI.L.len ni cc.pe rcn,e. ...scary. 0eupneuuneaeeequ1ee ""`p'mKKa November 10,2015 6.Tn WmWJw[ptlbine 4mlal.......nry fieRoIlb I- Wo. I....... .....bpluea of puu. nO pNwJ.o lnelr ce me, li TFI.MTCAnIn BCSI.a.pk..l'MN ml b.lumvN..open request. Iln ewNn 8181 a°nle,tinea. M,Tek USA,Inc IC o.OgNPorwls-H,....1881. ompu i,us$e M2,¢]6]S P$(iL-E F.r baso..nrcal.,pYie..8188 value.aee ESR.1]I I,ESRN Ba(MITek1 This design pieparetl Cram ­,­r 1np,C DO go :E MR, NE.M -.P FOPCSS 4 R .:EE ._ -' - L;A� ::r PA-C,\ :V'C 5-c As _. l- 2=r ]I 5e - 3=1-'2 JEI - -S 161 : ... ]- 4 51 I -1-SE5 -3E'.1 i -.- 7 c. -5:61 Efi _WSA' pb, I- E ! c � ... G\ TJ =V.JR.^_ _ S f- -1 Al F -S Fi ::Z - > r E ul 52 _s F=_ rq. REARING MA% VER: HDR, NOR2 BPG FE Gn IF EE BAG AREA LIMITED )PAG-o L_E_ .^.LE - -H_SPATIAL L'.CATICIIS NAACTIONS RaA CT10Nb 5:2EEC!Ebr I E�:i:RE EPTE C' IL IR_ 2... \OT CEING MET. 0'- -EB/ - 1391 .SO" O.BS TLLF 6251 O.G" E.5" 0/ 114v EP E9_=0" I'D 3 KDDF : 625! --t-.1 BOTTOM 1 PD :YE'_L F'S -P LIV 1'AL JP r' OF ` AND EO:T 1.M .:HO PO L:IE LOADS 1.'^ NON- dC�LP REN TLY. 1 1 6' __ J.l" -SB/ 2]�'J ]/ OX 89.`J" RLDF '� 62 51 8-J6 6-06 CGNP, u. Des lg n.drat I'M Co= n [[-5 pc fl upI if[ I, J4 '..i. apaoiny. VERTICAL DEFLECTION LIMITS L1-L/2SO Ll III "i-13 2-06-ii j r-:13 _C4-0] 9-0:-J!1 MA% LL HEEL D L J ] All ltl l" HITS TL CREEP 'EFL MA% LL DEFL 0 J ]" p 9 1 '1.111- a4 a,k6 HIS Al � J DEFL - 4'- A:1 d_1 J_GN E" 0 Oc5 . " OEE1.=-O.Ori_' L 1C'- IO.I Allwvl = µe_� LL 1.rlAl" I n.. IS' :L CFE'eP LEFL -O.Or;=" p l"- lJ_J" Al l�iwed Jill" A< DOE - _EF -J 1' 1' M-1.5.4 _.:F4 _.1 _ c d eo.l -3x5 Bede oe o``- i.] tr J'N.e pI.ia ne c. _..e [[use —1, , / Y,-2._,e4 of e9uaa at o-og.nal -_let_. Tru the e e designed ! c <._ _'[looker r.. .ad lei-i cs of . antl ge title a - el [op Chord. In tight £a ech .. of le -.n. l >u_looket a t be tith .... r �e � pe imi ss:the aC lnl et boaitl of eas onl ya s PS-3x6 4-4x6 IN M-4x6 REFER TO CCUBUTRL'b STANDARD GABLE END DETAIL FOR DETAILS M-5x6 NOT SNO.N. D s-De 3-:o-08 1-09-0e 5-0e PROFESS ��`� �NC,INEE9 /029 ' o-10 � JOB NAME : J-1851 STONE BRIDGE B1 - EBAI MTll m . Ak° OREGON tv w, OpMa«°°ma A —B.,.r.e.br,rr m„w.I 9LjO�.9 2 1t` Trus 5: B pVprnrvy pb^a m'iNufen rcmm,vawe er,fGwr,l uo,w E6Wrgw Appb01„olyy.wnmek n,N pre wr � 141 O mr..wn vwgmurw✓4.4e�,.MaM. pararo°�,�°�.rc . np,w„E„.Ime�kr„ea.�.r �P e,:M1 puplo ria,,,�n,EYry '.Ce w^.uune Pe bpW WM ,61e Gl.nn„ wp,rc.w�,arw.,m„ MFRRI�L e.wrkr cI An",N•p pb+'aw rvlTcl ar kecl. ', ry rwnke+mr.w.n. SEQ. : Y.1523268 a.wlke nem wmw�n.rrk.,,.rn n.a.rg,b : I:�mglnanr.p Km. Ir.n.wa+•w.rna,,, wmkk,m n A nRoRwm.nr kwwa.�.exk.e arra rk.w,raw..m.or.r.m ra:,ns TD: _:ran ,.•pp.,e,.•mwmwwn °'•'°'°^w°°°^^°'�` EXPIRES: 12/31/2015 reol­1 "S. .uunr,.rvr.pan uaMr mr l., wu9^•uinnaL eea rvp al,E,uprym,h wn.snrm ur w,eye " November 10,2015 wkeK rorrwka wenn memo�mnw man er' oe bor.mn earn„..,mrn.....rre pkwe w,n�rwn.r rs�lmc,r„ecsl.wp..m.nn rcE e.wrnnn.e pnn r.°.o, ,wn N.rcKn wa. MiTek USA,Ince ICompuTlus Sorlwne 7 6.7-Sp211 LRE 9 D,'PK ugmale,ke olpbb lnlrcN. 50.1G IO.Fpleaac wnn cbr p„IeMwn�,1.,,,,Eb 0.1]ILE Pd IML,M ThI. design pc.....d from romp.ser input ty IF -FR1-00-00'I,- "'IT, In lEO-00 GIRDER SUPPORTING 34-09-JD IBC 2012 MA% MEMBER "HORN 9WR/DD F/Cq=S.DD - 2r4 I<LLF DIII I LOAD DORAT ION INCFFASE - I.1S INon-Rapt 1- 2-1-'8701 1744 1- 6=I-13161 6060 E- 2-1 -6211 2992 2':E 111� IIII-T 2- 3=1-53461 1242 6- 8 -13041 6000 1- T=1-20561 526 V:SLI: ; LD1';Ull A;- LOADING 3- 4e(-5346) 1242 - 8=1-13141 6000 1- 3-1-12961 5101 2:_9 L- 5 FT' / Ll 25 PSF Gfouna EnOW IFgI 4- 5=1-78]01 1799 9- 5=.-13161 fi0fi0 4- 4-1-20591 526 I::I pS .S TL'U F TC UNIF LL( 50.011DL! 14.01- 04.0 ELF - 0-0" TO 17'- 0A" V 4- 8=f -6261 2992 0e UNIF LL( 409.91iDL1 298.91- 707.B ELF 0'- 0.0" TO 17'- 0.0" V I: LP.TERiL SNPPORT i- VON. BEARING MAX VERT MAX THORSION 0RG REQVIRED ERG AREA �'•CC _l LAT ERP.L °OPPO RT t= 12"J[. ..O V. LIMITED ENDS OF DOES NOT APPY DUE TO THE SPATIAL M LOCATIONS REACTIONS REACTIONS SIZE SQ.IN.AUDI 625) REpVIREM ENDS OF IB[ 2012 AND IRC 2:� NOT BEING MET. D'- 0.0" -1464/ 656DV -124/ 124. 5.50" 10.50 CODE 1 6251 1 T'- 0.0" -1464/ 6560V 0/ ON 5.50" 10.50 zppF 1 fi251 -o mp:eCa C[u � BOTTOMORO CHECKED ilO FLIVE LOAD. TOP 4 [aclCn 3'Xf131 pI.A AND EOTTOM C40RD LIVE LOADS ACT SCE-CONCURRENTLY. �i is s_ay a cre c.- in 1 -.vw(s) cn mughoa 2r/ mp cnortls, EOND 2 lssign ch katl tar Ie[(-5 psf) .111ft at 29 "oc spacing. el thro.gno.c 2 cocmm „norm. or ti1 .nw lsl Gm'ayho;[ 2.4 webs. VTRTICAL DEFLECTION LIMITS: LL=1,/240, TL=1,/190 MAX L1 TEFL --0.067" p E— 6.0" Allowed 0.804" MAX TO CREEP TEFL -0.11741 Q 7'- T.0' Al lou etl 1.0-/2" SAM NORIZ. LL DEFL- 0.02" P 16'- 4.5" MAX HORIZ. :L REEL- 9.039" C 16— 6.5" 6-06 6-06 4-06 4-10 4-00 4-06 De g deans c dlao tefi. sy ompo t and Ladd 1 :cerra_ 1_ 12 Wind: 14D mph, h=22.2ft, TCCL-4.2,ECDL-6.0, ASCE 7-10, (All Yeighrai, fnc lose tl, Ca r.2, LEP_9, MWFR5;02rl, lnad n ra Hon [acto rl.5, .a^ Tr apnea -rd _Dads t Sa aaa �r 2 - _nn the plana Nf�the wtruss only, 3.1" M-3.¢6 M-3x6 2 b il F, -_OSIE 1,118N5- 0X16 Q e GAT, M-3x8 M-7x5 M-3x8 4-09-09 4-01-12 4-01-12 4-09-04 p PROfFS,s — — IN 11_00 — _ __ �5 �N F9 i�29 8920OPE T' JOB NAME : J-1851 STONE BRIDGE — B2 0.3134 W> ENERAL OTE Truss: B2 a N.,e. * acol �G yOREGON1b Rm a re pf,ealt APPIRabAty of eauoa rearo x k um 'v as �O Y 14, a nep.nueary.i m. p 11/LO/21511enl rvnd.,.am. rn of tha Osff�'se'dRe 1.1 re .. W. a m rtl a 1. �FpRIU- SEQ. K1523269 x••o ea..m wm'>orc any en ran x rrc wo e a Til .,Ra m •ee v—MrShm I PS,n.nry m' faIn e' TRANS IT: LINK '. eae veNee s. I I .eP..Ne xr.'me D"' a e R. h+ wN EXPIRES: 12/31/2015 ..,.a 1.'.Sll,lml,o- IRI,, soolbothEaoffamoS.Sf neRa,edSoRarte.fer November 10,2015 111apA.,A51.ropea.l,Mkli ml E.lwnl•IUE up.—o-et a f—wn.KKwfl pnl u.4rlm e. Olf, M,Tek USA.Inc l6ompuTrus SoMnfe 767-8211-}E 10 To, w n To,eax ne.tr pa lnlrc •. .rq•Ie G•pnr•Neew ES R.f>f 1,E5 P.t 99B 11A'Te41 This design prepared from compurer input by aP -HUR ' _. uh' T' 2eL SUGF d_I IIT,, TRUES SPAN 2'- O.S' COND 21 Deeign ch k tl £or ne[I 5 ps fl NIIITC24 "oc spat ng 2xL <SFF tl'_I LT?. LC" DURATION INCREASE 1.15 Dee1Nn conf—E t intl fo[c a-ie s is Li ng SPACED 24.0" O.C. eys[em and Cortiponence t and cl atltl ing crate t la. F.N AL .1JPP:F' 12"]C. U _r ....I ERxL SJP P]R' L="J C. its. LL 25.0 I.UL T.O1 CAOI NG ON TOP CHORD - 02.0 PER Wind 140 mph, F=15f[. rlped.2.Bt U2, Exp AEc6 t-Ig, All Hefghton Enclosed. Cat.2. Exp.O. HWF RS IDit',, DL IN Bf.TTIMOTA CHURD = 10.0 PEA II-adt.. tlnr....P factor-1.6, 6. TOTAL LC AD 42.0 PEE Truss Ie si gnetl for wind loads an [he plane o, chs tc.- -1,.L:.= 25 'IF Gron ntl Snow (Pg LID TIED STO EASE ICES NOT APPLY DUE TO THE SPATIAL - - ---- - --- REQU=REPENTS CF IDC 2012 AND IRC 2012 NOT BEING MET. bad le entl t[us on con s Ect[ ng wall PON. 14-'.2 ewPIs typical a rutl v als. Refer to "UGUT[us gablerentl dY1.11 for AND OH CHORD CFE�LIV Fop 1J PAF LIE LOAD. TCP o:op le to 'pe cifi ca[i o ns. AND 3C T:CY CHC PD LIVE LCADS ACT NCE-CONCURRENTLY. c 2-00 m tnl e ce ate 2OE De .I1 TR -TYP. In. a. - [i ght fit --YP eat In entl. Cul..Re, no Lching n_y allowed f- ..._tons 'a/tap t_hCtd a n.e is bel du. 12 E.JG H-3.4- N_'.afl 1-00 2-00 ED PROFFss GINEF9 /02 a 89200PE 9r JOB NAME : J-1851 STONE BRIDGE Cl : 0.6407 WARNINGS GENERALNOTES title " 9 OREGONtk , �lL� Truss: Cl ne e' off" o mesa x, Ina a s / ,St Ian ..;tial. — oImdo AMIRIM11N, no-I, a:9a., Y 74 >. nq Itl, rywnwucmn .O e000m moms b 1.1....N Um occom some odG." len,.. FRRI�L n.n onenp. ne IN% uvfi pyxv q(Tc1.n000,Ofeanleq, oe ..Nom unv e.apn.I. ala12.1I,epmpnroYr...mp mgm.a rvh-w.sn.. SEQ.: K1523270 -o.1..1111.m wmmrenrrdo mle A ma¢au am a ma a1 h.I..pon.lmm.1 TRANS ID: LINK a..�noolaa.�Nam.•rcumamormanvhaRg-Urme, s.Emen,a..m.[�n.a.....m e.o.a II...... ...lodr— e n,wm,o.m. elmo rery ae. .O. EXPIRES: 12/31/2015 CpAI 1HII....*no.avun..mr.apeavGlll,ylurine apn.mam..Hot ed.;In,111WPP.Naarc—AN,m-10ll November 10x2015 emvlo 6:maosR:mp...I nIonaetooamao.Pon.m.. mcPhtem. ..4nn mrdNea werca ml.Imlmwna m mnn. e.voh,Rod e,1,mpd e.�eme mo'..of theaa oodp cram mal ren.I iPW✓ICP In&.I ollM trli Ml I.MnlaMe open re que sl. Mea mn.KK wNn pnl wlN LoTek USA Inc/CompuTrus 5off 76.7SP211LE ,c Sn'....N.N..nl"'o lrcRm h tp,fol easr wnnerl.r pMle osm,re We.u.ESR-1]IT ESR5m ImU.g This design prepared from computer input by SP LU:REY I@EC III,lCl,n, TROBS SPAN 2'- 0.U" IBC 2012 M. "EMBER TO RC ED 4WR/DOF/1q=1.00 I'e] KL 1:F 4l IITI LOAD DURATION INCREASE - 1.15 1-2-( 0) 63 2-5=(E) 0 2-3=(-266) 64 KJDF Hilp" SPACED 24.0" O.C. 2-3'1-92) 173 Bll: ­1 1111 IT�Il 3-9=;-53) 25 OACIKG LAER'L EI:PPORT <> 12 DC JON. LL' 25.01♦DLf x.01 ON TOP CHORD 32-0 PER f.. AT!AEP'L PI;PPO IIT 12 DC. UCN. OL C1 BOTTOM CHORD 10.0 PIF BEARING MAX VERT IME% TROSSION BIG AQ.IN. BRG AREA TOTAL LOAD 42.0 PIT LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (I PECIEI) f.E^t ld`a i_,,.-OS 1-11-1D D- 0.2" -93/ 211V -1I0 / 64H 5.50" . KDDF ( 6251 LL 25 CSF Ground Snow IPgI L'- 9.2" 0/ V 0/ ON 5.50" 0.0303 KDDF 1 6251 2'- P.0" -27/ 419CV 0/ OH 1.50" 0.(Il XLDF 1 625) LIMITED SITCE DOES NOT APPLY LVE To 'IME BE REQUIREMENTS OR IBC 2012 AN] IRC 2012 NOT BEINGING MET. BOTTOM CHORD CHECKED FOR 10PIF LIVE LOAD. TOP ',(OND 2. Design checked for nt 5 Pal) uplift at 21 'cc spacing. AND BOTTOM CHORD LI"iE LOADS ACT NON-CONCURRENTLY. -- -- - - - -- - VERTICAL DEFLECTION LIMITS: LL=L/240, TL=L/leD 2-DO MA% LL DEFL- 0.003" R -1'- 0-0" Allowed = 0.100" MAX TL CREEP DE ED -0.003" R -1'- 0.0" A]_cwetl 1.133" MA% LL DEFL - 0.003" R 0'- IPA" Alla,I a 0.054" MAX TL CREEP PEEL = 0.903" R 0'- 10.8" Allowed - 0.012" H.Cv' AN HORIL. LL DEFL= -0.00."' @ 1'- 11.2 .MAN HO PI Z. TO POPE -0.30E" @ 1'- __.. Design A.rIr.m. to m in udforce-[Psis ting sIclr. and I—P. entsantl cladding cr_[ert a. I. - Wind: 140 mph. h=:Sft, TCL-4.2,BCDL-6.0, A..C c I_10, (All Y.elq,tai, Enclosed, C t.2, Exp.IMWFRP(Dir), 1.ad dutat i-1 tactor=1.6, a n . e tleJ ill wntl oads H-3x4 ithe plane uftha 1— only. / u PI-3x6 —2-00 -J .PROVIDE RILL BEARING;dts:2,5,4 D PROFt7 �NGiNEF9 l�2 C 89200PE v� JOB NAME : J-1851 STONE BRIDGE — C2 �_,—„ - Scale: 0.6516 E EM O TE Truss: C2 aw IM k ng ,u"4. Lfay°n W A,,IUI1 WK^% M,N, .tlu, ''. 9/ ,�0REG0N1ta �tV Y. g .."..a rn z a o .m`mromw<�a,�w mal 11.m.ew el;u;°"al. 4/ •9y 2� P� < .mbll.1 a .ne.,, inn 1 4, I.w<"�ePrvm vIm,mmel,Unpm ,ea m -,y n-MI vn.Am N.wrei*ci,.vn.em„iec� it/:0/20:5 °n.n«,m n,,,m,..m° rry nl eummeeevgn ere m m,aam lwuuee w.4....... MFRR ISL SEQ. : K1523271 B N.ma ne..vq.aro,m<o. h.c .,,R. xl el d"^.m mwno ¢yN"—net wmpe. ..a."r.avn..,I.. w.R". ,.m e. �n.m�.�.l�.w.."...nm... TRANS ID: LINK IFTpall-m ewmam ° , mr<a.Y'w�a�n,�ol... ° s.c E.n..nss,1...ne.l.....e.,.um.:.<L.v.":�amr mum ., •"" n^e,nil wvv<n..mw smm.,.,.ev°a eI�.M,m.. „<.mwz",. EXPIRES: 12131/2015 1N1, k'1 dew a:m�,F..b.B.11. °CIhI...I..°,,,ev.<,ew..eam., November 10,2015 N1,..Er aAll.,,.e ane" I rvpme.m ecs..�..<-ah.I e°I.m.n.a.p<.,.w:a. aaIn ro•1 aXn 9.Ppe<ngrle . WEB USA,Inc/COIn puTlae SOM1ware]6T-S P2 1L} ....1 pmt--naa E IO,Ra,em[w"ne11<l plata engn rclun u,IsI,TI I,EAT BPP IMIIie Y( '., This design prepared from computer input by JF '..MEEP i,El-ITATIJ_VS Tlt SPAN 34'- 9.J" COND 2 0 ch k d fox eC 5 fl a llft t 24 " el'.4 EJDB t1t,E LOAD D➢RATION INCREASE= l.!5 sign _ --- 2' ps p spacing.- P 2'l II-IF Alae:V. SPACED 24.0" O.C. Design conforms . c indf dfdr ing LRA: S . DON. LOPUING s yel— and .....nePts no clading c[ e[ a VC LL---RA! SU?PJRI ._ ]C. OE. LL _'S,0]•DL( 2.01 ON TOP CHORD= 3$.0 PSE Wind'. 140 mph,Pli b=22.3 E[.Enclosed, at,2,L=6.0. ONCE i-1 D. D:, ON BOTTOM OTA CHORD = 12.J FSF (All Plight,), Enclosed. Ca[.2. Exp.E, MWF PS IDixI. TOTA:. LOAD = 9$.J FSF IDOOMF.. du[ation facto t=l.6. _.r.a lanced s have been T[uss dpill,etl for uind loads ..e_bl sudesign. LL = 25 PSE Ground Snow IPo To the plane of [be [iV ss only. LIMITED ITS PAGE DOES NCT APPLY DUE TO THE SPATIAL REQUIREMENTS OF IEC 2012 AND INC 2012 NOT BEING MET. Note: 3u[l—ker [r ma . Dpper Cap chords _equi[e same texlal [al top cbo[d. Connt with M-:x5 BOTTOM CHORD CHECAEL FCR 1JPSF LIVE LOAD. TOP torn ec typical 36'oc luonl AND BOTTOM CHORD L.VE LOADS AL_ NOH-CONCURRENTLY. Gable end t s In [ e bee r i ng wall UO N. M-1x2 o eq ua iCy p i c alud Refe[ omp uTTcS gable end deta[_x In. o mple[e specif ice cions. 17-06 '_7-06 e M-4x8+ 9.00 12 14-_',5(S) l� N.-3x5 m ,m "o M-3X5(5) D OIN FFS 17-06 _17-D6 1-08 35-D0 89200PcF JOB NAME : J-1851 STONE BRIDGE Dl 0.2367 WARNI GS _._. _.. SENENAL NOTES, _b.atebase e _ OREGON{b Truss: Dl I- m a d �o.a... n 1.. neve .Aollreury PMmpM Pref ep,np a„e,. �O qy 14, 2�gp;1- x. w WEe 4a.ne1 mom.. xR w St. womos.P.b.wMd ae rvl w ATy �cnrmr,n." . a Mw d e mreromp P NY B I n rampal haMmInapyw .[. ,1 C) ern,1,11CI /11]/211 .I.Nea.XN enAYry olh erlbinS aeW-1 Q..as aN.1 Noug SEQ. : K 15 2 32 7 2 a..pd.e a.,,m mmpnmm st.1Nr.P7."meas <.Inebuiunnllme s me,..pormwlry ere.....m.,w.man,. MpneWle.N.1.The ST...nv b.d,am.r m.n .io,...um..euw.a,.ole u.ea m.moan„mx..mvn ton m. .pnanaCa a,.PPnM 1.am=nmpe rcm. one a,e 11 dl-mbool nI um. TRANSns ID: LINK D. P—PAATNo"P al allWIPSMIN.m.a5 EXPIRES: 12/31/2015 ,. Haresoullp�,a.m.mmP1-mINehlo.m,e.a1—puemaNpin,m. mmnr.eaaa November 10,2015 Penay..m sae N.T.I.mnnt snnero. w."'arae..e.4vne aara.a o'e'-s nl.e.neame it -P.�,e.1 mmaarmma.m bneev e.loalSr.A P.mm.a nP tole rep..of toss.pee Pbua m leen-M., TPvwren rrr ees.as..m.man Wpm mraremeho,revn.c. m..w.dee.a roml ismer I—, s.isms�mcM..n.mprm.to�meea. M iT ek UEA,In[ICo,P pYT1 Ye SOM.a,e]fi 7-API,11'S IO.pm lase[onn.[br A.I.W.NP nSANS me UE-111 I,ESP-IgHIMi.M This ensign prepared from computer input ty JP •.,5 ER SFE_I FICST I ONS TRUSS SPAN 35'- 0.0•• IBC 2012 MA% MEMBER BOACEE 4WR/DOF/Cg-1.00 ✓1 xoDF If"Il coTu SORPTION 24.0Ase - 1.15 L- 2-1 0) 50 2-Io-1-961 2510 I- i=1-z-911 6h9 21 "1 x117 ITAN- EPAC EO 24.0" O.C. 2- 3-f -425) 129 10- _ 11=1-449) 25]5 3-30-1 -911 159 Kr-.ra -J 11 17 BTAL'] 3- 4-(-2935) 593 11-12-(-462) 2575 10- 4-( 1 332 LOADING 4- 5-(-2165) 495 12- 9=I-546) 2910 4-11-I -22661 234 -C TATERAC :EP7O•i' <_ ?"-, DON, LL 25.O rD:( 1.0) ON TOM CHORD 32.0 PSP 5- 6=(-2165) 504 11-5-1 -1591 1234 ,C LATER➢:. 9UPPOi' :2 ION. OL ON BOTTOM CHORD 10.0 PEE 6- Be(-2929) 536 11- 6-( -126) e34 TOTAL LOAD- 92.0 P9F 2- 5= -425) 161 6-12=1 01 317 C.siANGE'. w.0 13.0" E- 9=( 01 36 12- '-( -911 152 L:. 25 PSI Ground 9iaw (Pg; l- 9= -2E 121 559 LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL BEARING MAX SCOT M4% HORS ART RSQT11ED ERG .AREA REQUIREMENTS OF IEC 2912 AND IRC 2012 NOT BEING MET, LOCATIONS REACTIONS REACTIONS SIDE Sp.IM. ISPECIEE) 0•- D.0'• -250/ 16141 -E3/ 92H 5.50'• 2.66 RIDE ( 6251 BOTTOM CHORD CHECKED SVR !OPS t' LIVE LOAD. TOP 35'- 0.0" -221/ 158DV 0/ ON 5.50" 2.53 KIDS ( 6251 AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. 'CDND 2: Design hChalloh For eL(-5 pdf) uplift at 21oc spa,li,. VERTICALOEFLECTIOE LIMITS I LL-L/240, TC=L/180 MAE LL D£ED- D.519" @ 8.0" Pllow,d 5.161•' :A% TL CREEP DEFL -0.021 @ -1'- B.0" Allowed = J.222" MAX LL ED FL -0.192" @ IC'- E.0" Allca ed 1.]04•• - MAX TO CREEP DEFL -0.36Q' @ 17'- 6.0" Allowed - 2.212" MAN LL AREA 0.00"_" @ 36'- 0.0" Allowed - 0.100" MAX TL CREEP DEFL -0.003" @ 36'- O.o" Al''Ran - 0.i33" MAX HCRIz. LL :)EFL = 0.030" @ 34'- 6.5" MAX HORIZ. TL FEEL- 0.116" @ 34'- 6.5" Deslgft con fa rms to m irafoice-rnal ng system and rompo nems)a od c1.11!U, Ch ea a. rl-OE [-I-OE Wind: 40 mph. N=.l'_.3ft, ICOIr4.2,BCDL=6.0, ASCE 1-1J, - - -- -- - - --- IA11 He;Phis 1, Enc laved, "'.2, Pop B, NWFRS(Di 1), i-01-JS 6-00-11 5-10 5-10 5-10-09 5-09-0"1 Loaf dliation Truss aero for wind loads 12 12 re,in :he pia re, of the truss only. 11.-4x6 4,Grr 1-5M6 S' 0.25" C.Orr].::. M-3x4 M-4.x9 M-4x4 3 1 n:-L.5-3 M-1 5X3 in M-5x6 11-3x4 0.25" M-3x4 M-5x6 1131 E0 PRopc-. e 1 e-09 . _- -L _e-D9 - e-09 ��5 �NGINEF9 1-"p 35-00 i-Da ¢ 8920OPE 9l JOB NAME : J-1851 STONE BRIDGE - D2 DI,42 _ Q W< INf3. -- - OENEML iE Truss: D2 ` a ,ce_sNo.. m a m Po v. neLNauel 9 OREGON Wa Ire ^Geo W ApNu ITy e u p L b G.n p re mej.n.re D.-.. , - ro oBgy� n e rm G •w,. / �r S. e G IN reEm,erreen. YG :.. vb a.m re.a mM1.q e,e«aa. Q 74 2 T opo 11 r v m M1 e.c or r ue la .N_`P"ereua dNNs,..rely".", pn A� I TI I_/13 2111 m.e.. ..w e.In r..Po.. . el e.boor,aereee i.blB=" mG p .1b M1.NM ..Nom.s'.u.e..ppree m. nas or 11.N t r.aW,.e wM,e.M1uwn SEQ. . K1523273 n=e w�MrI,I enG.me a.I.I,mrr eM.d ...am. mpmm.M Re m fur.Naua eM maa.ert..rl.n s.1.n9n.1,11 M1lruueeereke a en m nosrve.muanMem. TRANS ID: LINK es�G�aaa.be.ppp.e M1.m1 WdPo 1. .m:re armry wR.IeBlg.lI EO now boloye,anaanom..oareewwbrgro,lee 1e.G^•wmea�ebear.,a.ywppaa.ara,.,r.:emrerr.avell EXPIRES: 12)31/2015 s""t1uaee�er�G �iPmeMwaloamYlanclwmpoaM.. ..I..m...e.W.MmGN.GekPmerme. a November 10,2015 M.eeupn n.lurniWe wbptl le rM imlblgn..el b,llr by IIN.,11A.SGd.S en R,.1 M1E..0hrw,ana q.r<a nrMu ee Mer ipbN?CAmn ISI,u na al MkM1 wltl be lumuMeuPo rr re pular run ennuee wrM1 pmlwMer Xnn. Wek VSA,INY1Compulrue SOtlea2 16,7-sP211L}Ea 1'"'dale vue or'N,.mlrcl.e O.Eor bale ce Ionn pbre anlpn rarn.w EREinI.ESF.t9B5 l Miieel This design pnepa:ea from .....tel input by SP -'ER :"E-I'I-ATI'JU9 TRUSS SPAN 34'- 9.0" IBC 2012 MAX MXA.ME POPLES 4WR/DDF/Cg=1.0l "1: 1.14 IKIDP 1160.7R LOAD DURATION IN=REASE- 1.15 1- 2=( -32¢) 1.3 1- 9-1-5441 2E78 1- 2--f-26141 996 6- 7=,-28041 554 "11 I(DO_ P16 E-R SPACED 24.0" O.C. 2- 3=(_2850) 584 9-10-1-9531 25172- 9=f -32) 151 "II cntF ITAN] 3- 9=(-2134) SDA 10-11=I-4711 2595 9- 3-( 01 341 LOA D_OR 9- 5=(-2134) 496 11- 7=(-555) 2'l0E 3-10=f -1911 221 h( LATFRS:. -UFFOPT c- 12'11 J09. ELI 25.0 DL 1.01 ON COP CHORD = 33.0 PSP 5- 7=(-2930) 553 10- 9=; This design prepared from computer input by aP "EP. SP ECIi]CATIONS TRU55 CEA\ 3q'- 5.0" GOND 2. Eesign clm-loci for net/ 5 pf fp 11 f[ 24 - spacrtrg. rq ILIFVIE ql6 E-p LOp.V LUESTICHE IPASND ]NC REA SE 1.15 E__ �,tq IOC qIS ESP SPACED 29.0" O.C. Dee ign conforms C vintlforce- a ye[em antl compo ne n[s la ntl c'_adtli ng ctt LATET'L SOF I--SI - - UJN. LOA''ING I- ILTFSA3. SVP::,RT a= __ JC. ..]N. LL( 25.OI�O:,1 �.01 ON TOP CHORD 32.0 P Kind 140 mph, m=22.9f[. IT 1-1 0CD G6.0. ASCE 7-11, DL ON BRIT ON CHJRD 1D.0 PSF (All BD1,1rs). Enclosed. Ca[.2. Ex p_9. MWF RS IDI[1. TOTAL LINE = 42.0 PSF load tl.10 ti on far to t=l.6. s 'ave leen Trn sa de5igneti £ ind leads v_au fc1 'Ll, o - LL = 25 PSP 6:oond Snow IEg) In rhe plane of [beW[russ only. DIRTIEDSTOPFGE DOES NOT APPY DUE TO THE SPATIAL PEp UIREMBETS OF IBC 2012 AND IRC 2012 NOT BEING MET. : Totlooker tro is. Uppe1 top lo-ds Eeguile same ma e[ial 11 [al tap chord. Cohne c[ with M-3x5 V BOTTOM CHORD CHECKED TOP 10PIF LIE LOAD. TOP mans typil 36"oc (Lion) ND BOTTOM CHORD LIVE LOADS ACT NON_ CONC VR ca GENTLY. Gabeend I— eatin ts bg wall UOIt. M-1x2 o focal Gua l [yp typical ted v Cals. Re£e cecifice gable end detar_ .ot complete sp e<if ica[iV t.s. 17-0' r - 1.Dn \... \ M-3x6 M-3ES(S) 0 PROFESS 17-03 11-06 ��5 ��yCaINfF9 34-09 _ .. _ �' 9200P Yf JOB NAME : J-1851 STONE BRIDGE — D4 I.— — wA _ -_ E1".m r.genWllnc,n.mBMw Mwn lle: O.zaPg .gG 2'/OREGON,� me 14 eral Nplea i bSpa,p tlawee Truss: D9 - awe rq rcmo° _ w. ia M pn. a bual �Q Qy 14 re k w r urpre.w e.mmraN aatta. ' ro euln ar.+aI ansad z ryw..matte nroaerculMm mq �F�R�t-�" 11 G O/h115 qM n neub reel - e W Ems.I, a bin el Nnp aea9".e, J.3.Impetl el wnP l7Cl en rerywelM0C1 WUM Mapgleaw L'—P-.Lm"ae.r.i Maelne aha mm-se` .61, .11. .'so.�'• S EQ. : Ki5232"75 a e a wmb m.ml .Mwallry Irctt nr.nar. .nv aaa.aoLnMn s.D•ae"head lR'.....r.mm wema mn<pnpe.am"orrm.m. TRANS ID: LINK a"a a:�:Po,:e'I:�,�m;�:M°" a �.o��,r�":„„a:"�.a;`�Iwppae..Mw".Enlaprw.aalr EXPIRES: 12/31/2015 E.�,po-he.na INPla..-a-1 soloDc.. 1,Ltt ..n November 10,2015 a.'h., .Ra."e le.m.'G are"m ttMn,.. ,.p�ypnassums aa.,u.L W.In.pe b praPNea. e.m�.a..p�.wrnrwamq.a 1p m.Imlmlmn.m el Sy a.Pml.aeMie.w�lm oo mm Lq.mew...ne pmma mlMlram.r iP NVILP In 0051 wpkv prMFyi wli ee lurn6Me open reOueY, Ine.wmeKK wAlr pnl gMer Me[. MLek USA,l nc/CampoTrLm SOXwa,e1E]$P211L-E 10 Gu"... mm ma oeaelaeE,a.lu.e[ttECR-BI1,EER- a9 lMrtp Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 13 " Center plate on joint unless x,y 6u4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property °( offsets are indicated. (Drawings not to steel Damage or Personal Injury Dimensions are in ftssixteenths. I I Apply plates bothh sides of truss and fully embed teeth. 1 2 3 7. Additional stability bracing for Huss system,e.g. I TOP CHORDS diagonal or%-bracing,is ahvays required. See BC51. 0 1/ cls C2 2. Truss bracing must be designed by an engineer.For 16 acro wide truss spacing,p g,individual lateral braces themselves o WEBS cay may require bracing,or alternative for T CZy ti n a p bracing should be considered. O O e = 3. Never exceed the design loading shown and never �° u O stack materials on Inadequately braced trussesei - 4. Provide copies of this truss design to the building For 4 x 2 Orientation,locate oa cs7 5 a designer,erection supervisor,property owner and plates 0-'n6' from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI I. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI I. Plate location details available in MiTek 20/20 NUMBERS/LETTERS. software Or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9, Unless expressly noted,this design is not applicable for ICC-ES Reports: use with fire retardant,preservative treated or green lumber. The first dimension is the plate I0.Camber is a non-structural consideration and is the width measured perpendicular ESR-131 1, ESR-1352,ESR1988 responsibility of truss fabricator.General practice is to 4 x 4 to slots.Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 camber for dead load deflection. the length parallel to slots. 11,Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and Y Southern Pine lumber designations are as follows: in all respects,equal to or better than that SYR represents values as published specified. Indicated by symbol shown and/or I by WC in the approved/new NDS by text in the bracing section of the SP represents ALSC a p p I p pof Jun /new values 13.Top chords must be sheathed or urlins provided at output. Use T or I bracing with effective date of June I,2013 spacing indicated on design. if indicated. 14.Bottom chords require lateral bracing at 10 ft.spacing, BEARING or less,if no ceiling is installed,unless otherwise noted. 15.Connections not shown are the responsibility of others. Indicates location where bearings 16.Do not cut oralter truss member orlate without prior (supports) occur. Icons vary but ©2012 MiTekOn All Rights Reserved approval of an engineer. p reaction section indicates joint number where bearings occur. 17.Install and load vertically unless indicated otherwise, Min size shown is for crushing only. ��ry 18.Use of green or treated lumber may pose unacceptable (, environmental,health or performance risks.Consult with Industry Standards: project engineer before use. ANSI/TPII: National Design Specification for Metal 19.Review an portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. is not sufficient. BCSI: Building Component Safety Information, 411 20.Design assumes manufacture in accordance with frit? Guide to Good Practice for Handling, wwANSI/TPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:Mll-7473 rev.01/29/2013