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., t ,c,"cr,a,, REti,„,lvt.,ALI OP - '-' , _ k t- /- (. (,,,,:py OCT 1 3 2016 13-10-00 CITY OF TIGARD 1 SPAN I c, suiLDDIVISION /1)R/S N G.E. A' -, D.R. HORTON 1 ' c., PLAN 3710 °A° 2 GARAGE LEFT 3 4 4 _ 21-10-00 .4.' SPAN I 2 I ' J'2)) I _. 4 . _ 7/12 PITCH (UPPER) • 8 9/12 PITCH (PORCH JACKS) , .. . , 9 2g 251 LOAD 10 A '013; 1-0 O.H. ON THE 7/12 1-0 0.H. ON THE 9/12 XX XXXX11AL04 XXYXY , , DRAG TRUSS 30001 riff 12 DRAG 'USS 13 14 ARIEL TRUSS 574-7333 15 cz, c› CNJ DRAWN BY: . i AT co ,... ' CHUCK HOLT (31 :114 .41' . _ _ do- t 1 Bq - -.00.-mias. mbirny 1 I id 3,.. 2 1 2 1 cu4, 3 9 ° V W .E. 2 40 , 1 J- G / 11-01-08 1-0 CANTS -6- SPAN WITH 1-0 O.H. 0 3 •0 C --1 I tS 13-10-00 i SPAN c= GPI G.E. D.R. HORTON 1 ill PLAN 3710 C:7 I a 4111111 I GARAGE RIGHT I _ . 3. .---11111111111 . 1 1 4 6 21-10-00 SPAN 2 7 I so 3 4 I 1 3 - 1 I L _I i 7 7/12 PITCH (UPPER) B a 9/12 PITCH (PORCH JACKS) cil 09 0321 25# LOAD ,..- 1-0 O.H. ON THE 7/12 tr) 1 . 1-0 O.H. ON THE 9/12 BS XXXXXXX 11 -. XXXXXX ------ 1.- DRAG TRUSS 12 3000# DRAG TR .S 13 14 ARIEL TRUSS , -- - 574-7333 15 CD 1 16 0,.. DRAWN BY: °El 17 CHUCK HOLT :iliMPilie ill I .14 14/8 cSre— /".- - . ' - d3 Lij ; LOWAminqiilizaimisisi 4. - -- 11111111111 - 00 I i i 1 2 i n 110/ ,/ „I. i11-01-08 1-0 CANTS Lc, WITH 1-0 O.H. SPAN n 0 c mc n MiTek9 MiTek USA, Inc. 250 Klug Circle Corona,CA 92880 951-245-9525 Re: DR NORTON PLAN 3710-A The truss drawings)referenced below have been prepared by MiTek USA,Inc.under my direct supervision based on the parameters provided by Ariel Truss Co.. Pages or sheets covered by this seal: K1253115 thru K1253125 My license renewal date for the state of Oregon is December 31,2016. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. co<� NGP es ° cc' 89782PE s`yyOREGON ,z)h,v4„.' (1•41ri AS 9k 'AUL .4. •-"1:11591 /_2016 lJune 8,2015 Rivera,Mark 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 ANSIiTPI 1. This dd._iln b-;:a -J 1r A; c in('uter inlet b• GF,E. -1 IEL TFUS` LUHBF,:: SPr.•IFICATIGN' Tr'J CP71, 1j1- 10.:" win': 110 nth, 31-1i..21t, TC01,=4.:,,ECDL=6.0, '.SCE 7-12, 2.:: 2..4 T. '1.:21 I^=.D 1.01:i22].. 0 IN_REA^E 1.15 (x.11 Neishts), Encl, C-.t.", E.p.B• cf1F2i{Dir), 1'7: _,-. DF "1,07.7 Z`]CED X4.0"C.c. 1.f:.1 Juiatian fact 1...1..,7, Tru.', -1w ice--'. f.r:'ins 1..a:s TC IUTE:!.i. 5,2r77-7 <= 12"C.. UCG. L21DING in th" rlan- .)1 the t.uj_ el,. IC L.,TEi'A. 20C-RT <- 12"OC. U^N. LL( 25.0)'DL( 7 .^) CN TO.,CI:)RD = 32.0 PSF DL CN IOTTCU C'EORD= 10.0 ISF T^TAL LOAD 42.0 T'SF C.e-le.01trus n . .ntinuauu 1+arir•3 4+,11 UON. M-1::2 -.r17pr:uast oi:ai .t =tud -'ertic•.1s. Sn•..: .:E 7-10, 25 _2.201 ::n^:;P•) 2'-f..0 t:.C.tm50200: qe:-1w one.(-.tail fo. C'=1, Cr.-1, Ct=1.1, I=1 c.m;lste sF icificr.ti•re„ LIMITED STC^'.:7i'. DCT. NIT APPLY DUE 17 THE :.2..TI?.1 R1"UIREIIENT.- EF Ik:C 2012 0)D IRC 201. NOT FEIN:IET. 5'2Tfi1.....2.-RD 0500.00 FOR 1'P.2 LI'-E LCI.L. T.0 ::UO DOTT ori CHO".D LI72: 10212 7.02. NO"-C.4CURAENTLY. -11 C-11 4 I 4 12 7.0u I III-#::9 s<7.17.00 1....1 1 I • • Z. \ ti� :/� / G, ......----- I! O I:(-"....1-x4 n-2.5)0 j 1- 0 1=-10 c"..1( 1:1-.C'.; E --ois, \ F c 897/7822`PPP E r JCI NAM0: D"'. 4)1.".0 PL.'-.N 71•'-..- Al S::ale: 0.50.' �" \ WARNINGS: GENERAL NOTES, wee otrww need 10 l Truss: Al I.Bonder are enwen WMOGW Mould be%TNM al an Ganem NUNS 1.7hledeepl a band edy epemepeseera shore and a rn wi rnenie.l y OREGON arm Weems Men isonsb%ion commence.. Weep component nfeenIAy ofdanke pa.IneMa and pope e-/ Q �Q' 2.2H teepee.els beep neat be needed when sheen w blemperelo^a aerporeM k M rod RSiTY erne Peeing designer. 1.9 gRr �y 2 3.AddfieM empenry bracing le erre Mahler dwles combustion 2.Daatpl weirs the*and batlem dense WYeratNdwdat �\ b ih reepsnebey nth treater.4ddlbmlpuinrinld a.colg of mote.and el le oe n%pcb+eey bees Mee Magnate bed length by p D-.TE: .;/..."G1`. 1h estop structure a the re+peretelydM bonding denier nBrwrreteg or arae beep s*seed Mosenene wMpeC). AUL �`V J.2s sect beteg or Were bndng m41reed Men Shen a SE0.• 1:1253115 4 No bad cowl be*peede any<,evened unlit orad al brazing ore 4.IMYWien noes aprr eperr We Id be ventwmtrwmr • lattenen are emend*and are We elewd any lead%groin rhe 5.Mem aeeomeaboos an a be used in a penances rMommart. TRANS ID: LINK 00*Nrdabe*Wed N 4.7 nonennN and are for Neymodem.ofuse. 5.000pntrtN 000 no contralowreM amens no responsible,lertlle B.Deep amens ice beeps at al lePPee Meen.Shim wwadgn it nP rheelers*rpm B and%Macedon of tenements Darer amen. EXPIRES: 12/31/2016 r 7111,dearer a heeded ate ct In era edeaenose lore,b/ p. are.pe leaned n doing.te W Ines.led Owed se that order June 8.2015 TPLWTCib BCP,espies elv.hi'd,e!l be slnielle4 upm regent Ines eoleide edhjo0 weer Ines. 5.Dlpi%Nese see of pore in laden k9Tek USA-Inc/ComtpbTnn 60Rwa t 7.6.6(1L}E 10.Fm bele connector pee deign yabee see ESR-t 311.EBR•Ieee(Made q Ti:,re d«aign Frep ar-d ft...n -..mIutnr in,'nt 1. 0522 AR/EL T.U_` .. 1.1.1115 210 SFCCIFICATI,a. TRU;;: 'E'.N 21'- 10.0" TC: :4 PE a1C T" CLC 2012 142-.011171 1-ER FO^.CF0 -11411/..LE....q=1.03 . ..4 DF IA 113 W2.TION INCRE:.v:E= 1.12 1- 2=( n; }7 2- 2=10) 1070 .....(-310) 10° 7:103: 2.: IF_TAND SE:=.CED 29.0" 0..:. _ -=1-l252; 4: - _-101 711 B- -( - : 4.10 _ "^-DING =1-11ct1 71 „=(6) 10`0 4- D=( -4) r' T t.. F1L :uFPCtT is^N:. ION. LI( 25.01+DL :.0)lOn 5-(-1107) _1 ]=(-31.:) 10- LATZ2L•L SUFE :.T = 12"C'2. (•1N. ( TOP 50511 Ia.r F:'F 5- :=t-1.•52) 44 DL ON ODTTOII CHORD = 10.•! P.. - 7=( 01 I- �'H;aNGu: 12.0" 12.0" - TOTAL LO%0 = 12.0 PIE <r•-•;: ASCE 7-1a, 25 15?Roof Snow(51) TEI.AING CF=3, -e=1, Ct-lel, I=1 HPY'MIT ls;-.! HORZ SIZ ?.EQUIF.ED EAS ARE,. :4-1.E:c4 ..r e,;ual at non-:,t.uetur.rl L^CtTION': RE?-CTIONS AZP.CTION3 SIZE Sy.IN. (PREZ/EL) rtic:1 wea'nm (min). 0.-0•- .0" -42/ 10'1" -1v-/ 107H 5.50" 1.05 DF t 02111 LIMITED _ v3a:. DJEE NOT/TILT DUE TC THE SPATI..L 21•- 103.0" 1.C/ 1031" 0, DH t.'0" 1.65 D . REQUIREMENT_ OE I1- .01i AND IIC 2012 NCT BEING 11ET. E ( 6:.51 L;-TTCSI C1`121. CHECKED FCR 1051F LI'"E LC=A. TOP AND P7TT51.1 55513 LISS LOADS ACT N_14-CONCURREIITL1. SERTICIL DEFLECTION LIMIT.I LL=L,2i0, TL=L'180 I17: LL DEFL= -0.,2:2" 4 -1'- 0.0" A11r.'ed = ,2.100" MAX TL CREEP DEFL=-0.'017" 9 -1'- 0.0" Allowed = 0.123" 1177" LI.DEFL=-0.0'0" 8 14'- 4.7" 111;-,9 = 1.440" MA,. IL CIEEP DDFL- -0.025" r 11'- .11-..ad = 1.2' 1" 140.3 LL DEFL--0.nn2• 8 02;•- 10.0" 11.-o=a = 0.100" (.X TI SLEEP DEFL= -0.003" n 22'- 10.0" 111.. "d = 0.1':" FU`- EOP/Z. IL DEFL- n.017" 21•- 4.5" MIX)iORIZ. TL DEFL 0.0.'.." n 21'- .y 10-11 10_11 y 5-O`-07 'find: 110 mhh, h-13.4ft, TOLL=J.2,BDDL=::,J, A:'.E 7-10, 5-0.-15 5-04-01 ?'-(12-O (.211 Ha i7ht^1, Encl.(i,..1., Cat.2, Exp.?, )IMFR..(Dir), '( T f 12 1.ad dur'<tiun fk.;t',r-5,u, 7,70 I.1-i.-r 1` Tru:-1 de+:ign:�] for '•107 lr•..ie Q 7.00 in th^ plan: -f th= truce -nl . 4.0" a .i.:00. M-2.1.1 r -4e-1 at non-structural diag n=1 inlet-.. l l 1'-1.534 / 1. ti-1.5x4 111 1 P: u k- 10 _,,,,c. ter_ ' 9 c N ,-3x4 11-2.Cx4 11-3%6(0) l±-2.5x4 II-33x4 \T 1 1 y .1 l 7-0.5-Or 6-11 o j 7-05-05 D SOF 1 1 R P F ? Bey 11-11 9-11 l ,1' C��c'��NGINEF'4 si0 21-10 1-00 2 :9782PE 57_... .711 14.X11, 2.7 1:.«,TOK P07.1N _71"-5 - LI /' a wArMlnGs: GENERAL NOIR& union other...eater / Truss: El Bnwerand er.�,mnnetor*bold b..l'S aaalGemini!we. I.IM* rote,.»e4rn-wenlhePMamwer,el,ernaneisfeean.,e„G.I 9 OREGON R and vamryp hire comaucaon.amm.na. MARE nnpanaa.A4*Edbdty cadge promoter.end proper 1.aNnnpr..dx„web asa,wawalr,waamew*arw,,.. ernpa.Bona,mmpanamnaxre.IwnrbBtyerThe wlGrroaeW�rr x'9,7(... i5 2�Q, I AaaulorrMnper rrm+dngmmuneMI Gduringnroeuebon 2 0Me'sn• ap+wbwandweeab.n.ranrw.nen J 1:.7F,: 6/3/1015 Nine r..Pr,e.draMe dada.Ael Ienarpermr,anl a.owa re....MI0 a...raapam..ry mien brand throughoutEhret b. ` ` Me o,.r.Peuuan,.ru,.r.1por arxrau.e,aG,PaepPnar. n,n,wn.nwlmuara,,.Ph".oa.nna+P(rgarw>ay.ml(Bc). '1 PA U`.. Q SEQ.: K.1253116 a.waaaoaehavw alo.nram..n d.w,eM.4 3.a58 001dngorl wabreeemregrwatomshotn.« S` brawn and ..losaaetlon of bun WA*a N b.Svv et the.nped emnhcror, h.Iprnrenm5 tR and*no um wand airy k.a greeter Men B Design arenao manes*.a h used m e non•amesme environment. TRANS ID: LINK a,pn load.be.epwalo One impram and lee Sim Ref mnOpaCause. E Colton.l.norar,Oraerer.rp mums se rr;gr,ee,lq�•/p theg.Designamnia MNaM88.b vppmte shown Shin or wedge if as 0�°niMand 845555,er00�"^" Dawn neeors". ma.e„p.daa,.,geMP.„d. EXPIRES: 12/31/2016 e.mrde.peklumohedag,droM.redwraaatNTIA d Pr,.r.b.0 seed on banawaWm,end Mimed, moiroe er June 8,2015 WI'POTCS el 0108..0çUaf.448,.401, diI.0qiot 845558555'III 144484)..lima MITak USA,Inc 7CanpuTnn Software 7.6.8(1L)£. 0 Fo~r $ nae.we ESR-1311,105.10(aRrrl This n's-inn( ,-sr7 from-"nPrlter inrut G1.EG AF.IEL TRU,... L0115.F" "^ECIrIC'.TI4i7' TRUCS "1";11 l 1'- 10.0" Irc. _01.. IC..)HLNBER OTIIC:_ ..2.0/GDF/.:.i=1.00 TC: 4 ^F"1/,..V.. LC',D LUFAIION INCRE-=_E- 1.11 1- 2=) 0) 57 2- •=(0) lull3- 8=(-.1 ) 11. :C: ^:•3 02 ' 5P:1•:ED '-..u" O.C. 2- '^(-1373) .4 2- 3=10) 711 .- 1-) -4) 1.13 -c2..102 :T*'ID 4- 4=(-1:u9) 71 - 1=(0) 10.3 5-) -4; 553 L^?.DING e- 5=(-1:0i 7-) 711=(-713 10. TC L"T UP1J".T - 12 1100. LLI ..1.01+01( 7.0; ON T"P :1i',"0D= 32.0 P"F 0r- ^' 11171) 44 n1 Lel 1, ,;,1_•,10 <= 1."....". UC'). DL .it I7TTe CHC"C ., 10.0 P_F - 7=) 0) 57 TOT2.L LC.0- ..:‘.0 PSF OGEIJ,..NG3: 1 .v 1...0" Sn' 1:1n E 7-10, 12- PSP I.:•f +(E.) 1.51R/1101.51R/110MLLE'-ETT 147.0 H :H"..22'I0 12 000EL R0 'PEA Cs-1, t.--1, Ct-1.1, 1=). L-CLTION" LE:.CTIn3-. PEp.11I0N. 7IZE 1 .214. ( 'E.:IESI 0'- 0.u" -,3/ 101.1'1 -1'1"/ 10713 5.10" 1.63 DE ( .22) 4":TTr.1l C01010 CHIC ED 07i.:i 20 172 LIMITED 11CP^,SE 21'- 10.0" -41/ 11_1' 0. OH ".50" 1.61 DF ( ::25) 1010 Lr .0.7.T LGG%.TICN(') ;;:E.=IFIED BY IC: 231_. THE 172T..'0:00:111 DEi.D LOND IS "=.i'.INIi10),OF.1'. 012. "E3TIC^.L DEFLECTION LIMIT": LL-L/240, TL=L/1"'0 MAT LL DEFL - -0.002" ' -1'- 0.0^ 111.--.-'" 0.100" MAX TL CREEP IE.T- -u.003" k. -1'- n.0" :.115+ad - 0.137" MAX LL DEFL=-2.036^ 0 13.- 4.7" ;.11-,'.3 - 1.046" Hr,.:i TI CREEP DEFL- -0.0>:" P 11'- 4.7" :.11 -.5: - 1.3'•." uI.': LL DEFL- -0.0":" C. - 10.0" ?.1100+"3 = 0.100" +G:0 TI CREEL DEFL- -0.031" 3 2..'- 10.0" 11-..-1 - 0.131" 14:1 MORES. LI. DEFL= 0.017" R _l'- '.5" .'AY HOPIZ. TL &EFL= 0.0..•-" C - 4.3" 10-11 10-11 1' f f 'Ind: 12u mph, h=1:.4ft, TCDL=1.,,FCDL-'.0, ,-.."CF.1-10, 5-0(:-07 '-02-00 5-02-09 5-0e-'7 :All I:oiChts), Enclosed, Cat.2. F::;>.B, e1i'.ET31012), 1 1 'I' I. 1' 1 e aurati--n fa:.tor=1.:. 12 12 T_ue,. .'.-,i^Med 1,r"ind 1 ,an:. 7.00 17' 1I-4.`.1 "S:17.00 in th> ;len. f the tru•.'. .n1,. 4.n., Jl\ t)-1.`x4/ / 1)-1.x::4 / • 4, O I' 7 L'� ) M-2 Sao (1-3_4 0 ,� +)-3:.9 1:--.5x4 It-3x-'(s, y i y 7-05-05 y '-11-0/ 7-05-u5 gPRQFe 00 2110 109782PE -___�`/ 7::. `,2117:11: I1 0(07 ,3 EL';N 1713 - ._ :ale: 0...'.75 . WAPNN4 N6: GENERAL NOTES. MeseM,.r.5 ..Nd: • V �<0 I.Budder end.Memosr a.r,�sH.dm.rowdP..E.N,dOWGeneralHoN: r.res aee mifb..den,ywe"a.wrem'iersahe„rasd.hr."ma„e.l I OREGON 425 Q' Truss: B2 end tubacoM . o� nNlencommen5. b componet.Avw. a^^urpremien ane prev. 2.24,,,, ...b.,web45)5,'H Ing.MO.nlera552.5. . erP.r.emammXs.r44,.r;455401tySIB,.building d.Wnu. _ ',tiny AS �,Q` 3 Ad/kerM lempm.ry bracing to insure*ability Eddins construction 2.O.up,mMWMSBNNp.M7bee.nowNebd MoutP0'br s dN _1 the reseeMbtl ely et Ma me er.Mebane!permanent Maine el 2'•x.54 a10nc.a.pan.y unless fret and ell Mete eV N V DATE: ' - 2015 e,.e..,al structurescaa structure e5 re.ronaty fee buldMg 4'55er. S.21mdN MNyer ngNWabSOfr . bracing More sham.. 4,Me bed amid be appM4le am comment oral t U MasNB and 4.br.enbn e055,.45'Imputabilityaero aep.tl.e 05,5.5x,. SEQ.: K1253II7bbinerset*colple%an1a,rolimealmaanybeesyreaer505 6 twgn•n.mMMesas stele Mused in•rume se eenfOmm"a. em.VINO. TRANS ID: LINK Coss T S be embed*MY Ceneme 1 e.DO.eaga,assumes Mi beam el NI MOM.Mem Mem a.dp.E 5.eempuTsisbas.MMaour.54.MureatA.a,ax„bNykw. EXPIRES: 12/31/2016 beraxMn,5.,MI,B.shipment end 4Nei4M«,elmmpumes 17 Dation sem...dMM*cluma N paalste June 8,2015 .INdr9,. ,. x1„ rn..05410 b .em6 .d en. Nrthby 6.Fab.eMdbeIeco;seated Nhr.M,akum end pNMdseMeeerier 12121,00.nSCSI.com.eas4101mlbe05554,1uponmural Sees coincide 54h;.dmew le.,. 9 Cgasindicate she aMie bMem MITek USA.Ine./CanpOTlue Software 7.6.6(IL}E 10 For basis connecter plebe deaipnv.M.re ESR-1311,ESUlbell0MUS Thi; :,_cirn cr..par.-4 fr:.n .xmputer it. ..rt I_ GREG F:RIEL TRU: .. 11":105 PE1.IFICAT1 ,IS TRU: _PAN 21'- 10.0" IEC ..012 If 11E113E2 FORCE- 45P'aDF'Cq-i.00 TC: .1..c4 DF'11..T2 0.770 DURATION 001...E_5E= 1.15 1- 2=) 0) 57 2- :-(0) 1112 1=1-324) 112 ,.-11"i -3) '25 D0 .'1:LTA °MAID 29..," O.C. 2- 3.(-1.3-.) ( .-11"(0' - 1") -45) . - 12-1,=(-1r') 0 -DES: "_::4 Z.-522ND 1- 4"(-125') 71 11-13=(0) 900 '•-10-1-10.:1 0 1t-12=( -9'i 53, LC WING 9- "=)-1350) 71 12-15=101 23 ':- 4=n 62: 1`- 5,.(_324) 116 TC 127E2".1 LUPPRT = 1."CC. UON. LL( 25.61+00.) '.01 C7 TOF CHORD= 32.0 P::O - 2=(-13.1) 0 1y- 6=(0) 1112 11-10-) u: 'l .. cL'TERNL 5U^.'>F.T <= 12".1C. 0"N. 01. 0.0 L'::TTQ_ 113113E'Cfr.RD= 10.0 ^ 7 ( 0) s7 10-12=(-2:7) 0 TOTAL LO11D- 42.0 POE' 13-12", 0) JO ..:Tr ae=3161: 12.0" 12.0" En As.:E 7-10, 21' 221 I rf Sn ..(P:) EEARI NG CA::"ERT bt*Jt H`7.1 BF,: REQUIRED ERG AREA C':=1, Ce-1, Ci-1.1, I-1 L"CATION:. F.E,.CTI.31.. REACT ICE'S LI0E :.T.IC. 12520107:; Up'a;m..' li•: bads h:. .t<en 0'- 0.0" -..'/ 105:' -107/ 1075 5.10" 1.6. LT ' 625) , , 1'1n.,,-: f ," this dcsi ne :.CDL: Lc C.NC LL+OL= '0.0 LC' 0 10'- 11.0" 21'- 10.0" -.:9/ 1130 OH 1.50" 1.'9 Ds I ..2.`) LI1:1ITE5 .2074.'C D3E3 NOT 141,11.7 CUE TO THE SPATIF.L CCG2IFE11 19TS'.C IE:. 2012 7340 III 7012 N(/0 BEING HET. "E1TICAL DEFLL"TION LIMIT: LL=I 2'0, TL=L/1 0 1,7TTCkt CHOpD CHECIED FOR 10150 LI1E LC10. Tni- [UA:' LL L.FL= -0.001" c -1'- 0.0" 1.111.'-"4" 0.100" AND E•TT0M CERT LI":E I/'.D: AZT 9J51-C^NC011RENTLY. 1414%TL CREEP DIIFL= -0.00," 1 -1'- 0.0" .1.11o'.n, = 0.139" MAX LL DEFL- -,.0:0" 6 1.2'- 2.7" A11.•.nd - 1.09-." .1`6 21,1`.•06 DEFT._-0.16'1" 5 3'- E._." A11,wed = 1.374" 11'X LL 01FL- -0.00." C 22'- 10.0" i.11:.w-d - 0.1+0" 1410 T1.CREEP LEFT.=-0.003" C -4'.• i0.^" 211-.ed - 0.123" 10-11 10-11 517 01201. LL 0001= 0.+15" ( 21'- T '( ' MAX 0(R11. TI.SEEL= '.020" C 21'- 4.�" -01-03 4-09-1., 4-09-1? -01-03 1' ' ,r 1 1' Nir,.:: 120 wait, h=1,.4ft, TCDL=4..,CCDL-5.0, :.:16. 7-10, 12 12 (:.11 H^i;htt), Incl.'.s 1, Cat.2, E....0., MM. (Dir), 7.10 t7.. 11-9;:.... Q7.00 1:-9 our,ti..n 0a:i.'c=1.C, Trus .I,c igned fir -in1 Inde 4.0" in Lh- p12na .f till trans .71 9 41-01 .SIL 1 1I-1.5x4 / :4-1.524 3 A !1-2.5x-1 11-2.5`;4 ..!.4, .......1111111.1111.11111111 .111...11111AV Di IIIIII! 14 .t 1 3 15 o Ii- 3'•ai M-426 14-2.5::5 11-1,:x'' -`.SRA 11-329 c :1-2.5x4 ti-4::6 M-',C(S) 1 , l l ♦so-€ l 1 l 1 -02-15 1-00 2-03-05 2-09-07 2-02- 1-00 -02-25 l 1 y � �E� PROp. 13-11 7-11 1 y �\� v`GI NE -,,, E -� 4.) 1 l 1-Os 21-11 1-On :9782P7 E 7< at 841101 ,'. F^:<TMt 1k-.0 371 - 13 L,=1.-.: 0.2578 0 %/J�`1\ II WARNINGS: GENERAL NOTES. miens When.*^dad ' " •_--() Truss: B3 I.Bodnar and melon`matadoromWdboadded alEdam,Nobs I.Tad Mid.bbend mlyupon megamNMaltmcnand isbrMmRa o.i y OREGON caret Dtme ge elver.construction Gommamrs euidn9 component APPR+bAIy at sleben Pamn.tr..ee vmper ^Q Q' 2.DAsopswten not tracing mw W an4MdwMre ohmt.. bleerprerr.NeemprtMtNthe n.Po"i6Rh'elIM 6uMa0aaW8"a'. 4jO ���� �` y �j{�` 7.AddttorW tenteerary branslpbe.nee MOW during caeawYon 2.Design wtrr.aha rp anti bottom chaos to be rterWh Rued it / :7 is One rpprMteNTNue*.Rare Add4lerrmlpmnmeu tracing of 2aa Mrd ditto.resp.mraN mune Newel mrou8hat Mob length �4^ DATE: 11 /2015 1M c,nnu.wmLra Is the Mem continuous e1'°'m such mea+l'aaM+tt(TDI mato d'Yn'W48D1 "a PA UL SA\' 1.No em aemweae Is the tear Gibbs dwiger. 4.Ds brood bodging wteterel bracing rpuredwlaae drown". r1 SEQ.: K1253118 pmeN gloater than 4.leteabenof Sew Athe ra.pm.bwyWm.nmaom ...Mur **.name comWRxM at time:RAW my wda gloater than 3.Deagn maws num.an en be used u s mnmaale aminmtNe. TRANS ID: LINK deep^Rada be apWed to ap ownponIAand re Rr'dry cendNen'N ens. 5.GemauT,eaPus nocentral...,and.am.e..eersepmmasietfor md 5.D.spa.nsprwluR.0050.105 1,.nd,,,,S oo„adg.If EXPIRES: 12/31/2016 noossomy *Moban.a.rtans stems*and b.rrben of componse.b. E Tlwdoom rtmadwdrltaeltoAata,etewraset r.etta '.Dwg"'dbelo ssumes dedon uMe d""'e'"'"°stlen June 8,2015 a.pros5,aW thjoin mDorlleesNies,ab Weed Muer TPI'NE(AteBC8l.wpwrtMbbeA be Wished teen:wont ee.nemp.wah ieederder erase. n Maas MITA USA,InCJCNnpuTltn Software 7.8.8(/L3£ 9.FefbaDION sdetepns9pleO Annm 9 Por bask connector Wm piste daegt valuasaae E-'R-1211,ESR•1SOR(LYNN Thi. :-..1gn prepared Fr ,a a•mputer input C, 0113 2:1,IEL TFU33 L4PL,E^. 7P1,.IFICATI('*1 T_23--, PAN 21'- 10.0^ I. 2612 1101.MEME11 El4CC3 i!1R/GDF/.:q=1.00 TC: 4 D2"-14ET1, LC1.I D07,..TION INCRE,7..E- 1.15 1- 2=( ,r) 57 - `=(0) 10"0 "- (-31.) IDS PC: :.:•:J OF 42 F,:.CED 2).0^ S.C. 2- 3=(-1752) 44 8- a-(0; 711 d=( -4) 4.0 (4501 .7 OF 11'ND F={-114;) 71 - .-(0) 10:u -!- i 45,, I.f'iDI'1"s , LLS =5.Q1+DL( 7,0) ON TCP CHO1:D= 32.0 P£F 5=,-11'..) 71 �- 5=1-31i') 10 TC LP.TER:L _0Pr•1T = 17"0 DON. r,: L"TP'L 'UF?':'1' = 12"C,C. UUN. DL €N I:.TTOYf CHORD= 10.0 ^SF .-7=( 0) 57 1077,1 i')AD= 72.0 P.F Ol':."H.3_NG:.: 11.0" 1:.0" -nn-2E 7-10, 25 PS P.:I Sr.•.,)1:) 153`11.5 ,12,:. "ERT 112112,Y, FIOREORE .::.G 1510IR -...11GED-...11GS G EA C-=1, Ce=1, Ct=1.1, I=1 L:,C:_TICI,C 251:30 NIP RE.'-.,TIri'I_ :IZE 7.I1!. ((05.:110) :1-1.5 r er,ial at ren tl.o.tur-1 ,'- 0.0" -43 10:,1"' -107: 1018 2.50" 1.x:5 or : ,::5) rti ...her- ma,. LIMITED :1:.77.7..4.: DDE: NOT APPLY DU:. T7 TH1 "^TILL 21'- 10.," -4- 1011' v/ OH 5.50" 1.•.5 DF ( 525) RELOI 1E11E[:TS OF ILC 201, ,`JD IRC 201., NOT E1I11G PET. .....01011 ::8050 CHF.£ED i s--R 101,51 LI`'E 1''-.D. TO? :AD 1001,11 CR'RD LI'-L L. 3-.T Nv41-CO11C1LRENTLY. "-ERTICF.L IZFLECTION LI1MITS: LL=1,A240, TL=L/1.0 MAT LL DUI = -0.002" @ -1.- 0.0^ 511..+, 1 = 0.100" P'IX IL 1REEP LEFL- -0.003" . -1'- ".Q" ?.110'.-:- - n,1:1" M±.X LL DIFL =-v.0: @ 14'- 4.7" A110-.+ad = 1.046" M'-". TL CREEP DEFT m -0.085" 0 14'- 1.7" :L.11',we7 = 1.3:!" MAY LL rPFL- -0.i(11" E - 10.0" A11,•.,..d = 0.110" i1,,X TL 'R^EP DEFL= -0...03" 8 __ - 10.0^ ,11-..ei = 0.133^ (1''X 50022. LL 21F'L= 0..,17^ • 21'- 4.I" 14/f.,M...IZ. TO. DEFL= 0.).." 8 11'- 1.." 1u-11 10-11 1 f Wind: 1+D mp;1, h=1'^.1ft, TCDL=,..,F^_DL=6,0, A ZE 7-10, 5-0,-07 5-u...y-n0 5-02-0' 3-01-07 (:_ll E,,ig:It,), Enr.i :"., Cat.2, E.:.11, 1131F.:.:(Di[), 1 I f 1' ,r 1 0,: .'uoaticn fact,r=1.6, 1„ L. Trus, si,ned for•,ind 1-ac 7,07 r,i, 11-4x+7 "7.00 in th- ):Cane f the Cr,,.., ^01". 4.0" 4 44-3( M-2.5 x1 r 1 1 e!u- et n n-strn,turnl iiag.nal inlet,. 11 Q• :1-1.EL4 J/ \ 1-1.5::1 '",%,/,... / 1111\/I i:p.'..1.'''''''''' ..N.-..? c i1-3.4 14-2.5'.4 14-x.6(55) .1-2.5x' 14-?;:4 0 1 6 ..1. J. -r':-05 3-11-0L 7-0;-O J.. k >L -tet PR Open 11-11 4-11 \Ca 14GINEF9 /OA_ 1-r10) ). 21-10 1-10j ��� 2'9 89782PE ' 1.71/7-7. JOB J08 !I3L:, in HDLT,:, PLAN "710-A - 5 ^:7,1 0.1:(71 'J vf . l WARNINGS: GENERAL NOTES, areae Nemo.:nese: Truss: H4 1.e,rleraMenmenm,+oecrseed eend-Mletall General wew 1.TN*dryjcomment. oTOMO eaaywunthe eld eraser ed iaenrw,ndwl "� OREGON '�h and wenwlgs beth mabuelbn commend*. Imams a.4.c m.AwbyaMr alaWal peaNMes aro P.M O 1244 cemomabn"el teem met re Instate=ae.sheen.. lmapeabWlWaampaam blM reperrba4.WMaWee,g Aealprr. &q R 15 2�,�- 3.Mr7tonal terrrpm.ry hraulSbF,me.YwWp•Romp aembuctlon 1 Deep ea,MWIM lop en WI=drMr*be lamebeard M b Ma respalWy Were ere Ad:bone pameae tee/mW Tcea.a.MallCec.repaoeey unless bnceelNa,ghee leer Impel by AA J Dr,TE: 'J15 mtmus.ternl,g met epywad alraMNp(7f.0 and.eyrM(e:). An UL t* Me *elm ewel:4 yW.ebIdIngOmtip er 3.hImpel bridging mNeal booing required,INto Mown++ SEQ.: £:1253119 4.wbad should be toptld I.a7 mmpnaM One Meer a brad%and 4.br.Iloa al true b Me MWMO(0p Wer nepede entrees, batmen.are=NOM and 4t re bine ewe any bee paster lMn 5.00.1gn aarnleebaa,en laboured ma no'conorre en.114411114111. TRANS ID: LIN£: Gomm Eels beepNet.nycompetent and'° 'v soni for,... 5 Cremalt10M. daalwar andmaneanopeekAftrbrtM 6. ryavumeeM(bearing MMleuggabY,mn.811pnm•.n,aa EXPIRES: 12/31/2016 t ricelm,,heat14.t,4mee and IMablle of remanene 7.0n19n ramex adequate Greer, ta e ml.4040,b tnealee reb4G b Me.mllemnaael ere by A Rate shall be bated on bath Pam est.04 platy ea are a im June 8,2015 IPW,TCA N BOSI,epos MANN,Ml b.4.roalrd upon re41.0e7 nae coincide 0411 RIM center Knee. I)OAPs mane see Wpeb N Mata. Weft USA,Me/COmpuTrut Software 7.6.6(1L)-E 10.Por beak anaMm pale eagn.ekes see E511-1311,ESA-ME(M HG I Thio o ..ign I rr.par,:'i fr,.n cum(uter input t_ .T.0 1.7IEL 11.1)2. LUNGE.. F I^I._TT_'7N' TRUSSPAN 21'- 10.0" 7G: u D :1 1'TR TAT 2012 t2EMBE1, FOR^.EC 1011',3DF q-1.00 D LEAD DOF:;.TION IN .EA.:- 1.15 t1,.n-Re_n) 1- 2-( 0) S' ^-(-1602) i - t_5511 34", •: N1:.:, D. LT:NC 1451ED -4.0^ r,,,, 2- :- -1%0) 55g - -(-1329) 1711 7- 4-f-297) ': 3- )-li..1 71 - 6=(-1602) 1,2' - ( 241) 72' LACING 4- 5 (-1199( 71 :-,1-7751 :.4:' C L:TER: 2151.RT = 1."1..1. OCR. LL( 25.n:+DL{ 7.01 ON TCS 10;770= 32.0 "CF IC 7.TC...7. 105::.31 12"OC. U.N. 5- c=(-17,0) _ DI. ON :OTT'M CHORD= 10.0 P51 - 7.1 0) .7 7E;<H*.❑^.1: 12.0" TOT'S LOAD". 42.0 525 12.0" 'On..: 2.5CE 7-10, 25 P-F 7:of Snc-15.,) SEARING 01 VEST ii'X FOR: ER,, R-1n5ILED BIS q".EA Cs=1, C.=1, Ct-1.1, I=1 L2^ATION3 F.E.ICTION' AEA^TION" SI2E :Q.IN. (:PECIE:J 0'- 0.0" -21.1 113i' :000" 2000H 5.5d" 1.-1 D ( -,2-) F.:TT[t 11•.F5 CHIC"EI FOR 10005 LI-E 1.(:.'.D. TOP 21'- 10.2" -210/ 1132 -.001/ '..2000 5.50" 1.01 DF ! 5..5) AND E T 1,:CHOFO LITE 1.1.350 027 NON-CCNCUSSENTLY. ''EITICAL DEFLECT/.e LIIIIT1, LL-L/1:u, TL=L/1',0 ,V)( LL DEFL= -0.002" ^ -1'- 0.0" 1.11..,od - 0.100" !LAO TI.CREEI DEFL- -0.00'. , -1'- 0.0" A11 awed . 0.I:1'. N`( LL DEFL=-0.041" t 14'- -. :l1,..d = 1.013" FLAX TL CREE' DEFL--0.0 1 7'- ''.4" llo,"d - 1.1•4" 112.% LL DEFL= -0.002" a 22'- 10.0'• '.11u..ed = 0.100" 1•C)(TL CPElP DEFL= -0.001" 4 22'- 10.0" 311,...4 = 0.173" )1".X ?.3120. LL DEFL- -0.0.10" @ - 5.5^ 10-11 PC.% 011I1. TL DEFL= -0.037^ 0'- 5.5^ 10-11 '-10-03 1-00-13 1-n0-i' 5-Lu-0? 101140. 1: 30u0.00 1,.12 ..L hlc LO::D. T T 4 I I Wind: 120 mph, h-1-.41t, TCDL-4.2,E.DL-0.0, CC 7-1", 12 (011 Hei.hts), Encl,-.el, 1at.2, 0.-7.2, LWFRC(Dir), 11 7.n0[? IJ-ort .-17.,.)o load duratirn fart r=1.6, Tru..... •',-.i'Jno3 f-r.:int 1•id. 0" in the plane .f the try-, el.. 4 ,r."( Lf-1.5x4 /J1 , II-i.5.4 // �I 1/ I r.a i1)- !x4 „-2.5:'4 11-5s:`(C) M-(:.544 a 1 y 1 1 7-e,-u7 5-69-02 7-0:-07 �AED PR OFFS 11-1i °-11 1 1 �5 �tJGI NEF9 s J. J. y pa l-oo li-oo -� 2 21-10 `t. ,, 89782PE r JC II1,41: CR H '.2"W 1LAN 3710-:. - / 11.110: n e: o. D J WARNINGS: gtaut NOTES, ups emee=SWe =SW Truss• BSI NA=and emotion conked.shot= rGeCOneralm . I .=wpm ar0 won lMw .., a slur= my m. br.n .t OREGON *.pe Warnings helms ranerumen commences 0 4.90"'wm. n. .10( « 4..111 a a ww dog ram. ,and proper O 2 tot= real=wee er+s•a mut be.P.k0uneaen..Ar., efcemprMYlM responsibility elan.aWirp a='gu'e 3 Adaeelempore Mooingae re GRA/drnpmrrwocnon x.D.agna.om.enamvawtammuaraat»xtaoMmaadr '9� �'qRY ��j r/5' `jQ� naenoomeMOM Pae mentor.Aeieaael F.noerwteracinpw zea.pP,aec ra�eN.ey orae..Mooed)Tc)'*na=air enpm.e `N` PATE: I/"o/2015 the mommurru.ea.raeponebi ttolmeMAWRdmyne. 2.aImcontinuous ewe so Oradea°ewired 'est r ,. �°A UL R shown• SEQ.: K1253120 4 Neetlne sue =Wed 4..a'compere=ek attar mupad 4.aee)eaor one�ew In the 0ra.aa. =Penes am complete and et no time Napery tomb greeter Vern 5.Design assumes hens me to,e useaa a nonaeremne=A mnere. TRANS ID: LINK, 904.9.Wes=*wired eppcomponent and en for-ayo.rdmrrofwe s.e.mwrre.her nea�Nota,mend..,era.,a,.,paeartYfor m. 6.om..ppm.pneie.maatrP p..m*9 »n.taanm,,.ap.I' EXPIRES: 12/31/2016 twe.uon.npeap.,nwneni and=MAW of.amp.n.Pa �) 6.n.ewg.e�,.NpaN,rttother.eea0tanha 7.D.Pg=stones eda.bothIs aepm,lae. June 8,2015 9 m OW 01tdd.a0=aontdar.c..waa.end woea.othee nem. 7PLYRCA M Ka copes of=Alt Me be'unshed won request bow c=adre Ma hat arse Ines 9.DOW India=Noe of in Inches RATek USA,Inc.lCompuTrua SOWN.7.11.9(11.1-E0madapW Fe 0000 eyiae.g,salon we ESR-,31,,ESR-,555(WIN) • Thi' 9e.171).reparcd R.err c otpute:: irs,ut 4. GREG F.CSEL TFOS. 0151.'2.'. 7,777I:IC`.TI..ilt, TR0..5 :.PAN 11.'- 1.2' 1,in.:: 120 nrph, h-17.Cft, 90 DL=4.2,2.2DL=;.0, A 2E 7-1t,, 7.:: 4 OF 11011:. 1.000 0D•721ION INCF0ASE= 1.15 (All N.ai;hts), Enc1.:0,1, Cat.:, Fsp.L, HMFR_(Dir;, F:: 2 1 07' ''1117:. 312:ND 21.0' O.C. 1 le 7urati.n flot:.t-1.6, Trus. :.-e i7nt.d f•,. ,rind 1 ads IC 17.2E:77_1, ,UPPOF.'t A- 1.^OC. Teel LC",DING in th, plane If the tru:s nl.. 00 L::TE'.L -2PF25.1 _ 12".,C. DON_ LL) "5.0)400( 7.0) ON TCP CHORD s 7:.0 Pis DL CN BOTTQ1 CHORD - 10.0 P�.F 0-.510 end truss on ,-,:ntinuouo ,,,caring '::11 0001. Td1F.L I0.1,s, 42.0 1.,F H-1..2 .,r F Iu01 L�T1!'.'.1 .+.t Stud .-.rti Cal'. R ler ra C-•mpuT:us iablr end detail f.,r Sn"..: 7.'",7. 7-10, 25 P'.i R.,,f -7 d:(P3) c inflote r.orcifications. Cs=1, Cool, .:t=1.1, I=1 01141101 ST^0 GE L•'I.. N,oT 00017 LEI;T.)THE ''PATZAL RECOIREl1iNT3 Cf I'C 2012 AND IAC 201:N•.T BEING)!ET. :.TT(.H CP.CPI CHC,-."SD FUR 10P5s LI-2 1.-ID. T.P 5.140 1ATTOI. CHORD L£"E 0.7.11. ACT H'."-C_NCUROENTLY. 5_0,:-12 7.-lei.-12 f 1' 1. 12 12 7.00 IIM--0;c4 Q 7 '� I I o .' /////,-/////�//�//////////i///////1!///!/1,-/////l/////////7////:'////i!//;.'///.//r/;7%. - -07 G = 11-2.5x4 tl-2.5x•; I. 1, 1. 1, 1-OC I1-01-,)6 145�.. 0G N es/ � O2 .7..r" JO; HRHE: 0' HORTON PLN .'710-. - CI Scale: 0.5'l9 ,�. i iv WARNINGS: GENERAL NOTES. mown ether..name . J ✓ ^ 1.Bullar ander.can oversaw Amid be Needed N PI eeneei Nines I.me design ebasal may epee lee poram*t0l.ham,end aM W-Mia .7 an ,� OREGON Truss: Cl and 1NNm.el.before Wnenptlmm en,oeno... wNiNN bulking component.AppsOdesignparametersa,dplow IPP en 02nd earrpmanen..eb bowleg rant be 5444 Ants shaem•. rrpeabeno(mnepereMhthe rrponWily ellM IAMa.rgme �A1 . 3.addRerra temporary eating b Insure eery Oamg pombmcbm 2.Da*tpnaasnnealM Nand teem cinadaeb Woolly brarda ill TYRv J V tithe enRon Itp se Ma areolar.•Oddobelpam ma bracing al Zile and Nlekrlltlng es ply sheathing/7C) IrmaNSCI DATE: et'./2010 the m.mad*trochee Mille raa.r000my el the Whig NNpno. J.err began waged or NNW toady mated,PN.Nees•• Pill U 1- 9` 2 4.Ne bed gave be spaded 0 am.pompen etNet alter al bracing and 4.Naslpsen al bussis ee mmen.0Rty el the raspeeOw 0.naace0 SEQ.: Kl 531 1 gaeuersancomplete.re.,re em.road end Brad.P.N.F.n 5.Dever satins MOMS arae be used In.nen..omd*N*.mbament. Malan be applied me bbnpenee. end.e fee Vet ennddene of urs TP11NS ID: LINK m Omer esteems brag.teI supports shown.Sem et wedge I1 5.Corneinata.can.N0.eladaa.ar.nore.Pda.tSlg,fortm EXPIRES: 12/31/2016 %mwbt.hmov..Npmerday 00.11atto el cetponene T.Oesgn.toms ad.a,eb~mg.Is P..Nde.' s This design MM nism*tredsubjecttothee .S0N o smtNby d Paget bbaedonbothbossattwoendpt.wderoMekether June 8,2V0 15 001WTCAe8181,apples otAbich nib*Mrnard span mew* Fos mhdde Me MYn melee fines. 0 Dies Insure Nn 00000 In Imus. kiTek USA kitlCompuTnrs Sogwer5 7.8.8(1 LIE 10 For basic grammar pleb Dee o aelues see 435.1311,055.1901(14100 l Thioeci•n pre,,ared from -"m,Prt>r in:ct 1 G2 ZG 't..IEL TRUSS Tl1YLF': .'PD I:^IC,TinNF 130 3 :FAN la,- 1.`" IL'1012 t42:::11EMBE.. EC"....ES 447E'GDFi.:a=1.00 L(211) CU:1TION INCFE,`E = 1.12 .:.4 DF 1BTR SI:�'ED 229.0"0..:. -I '7 5' 2-6=707 47 1-2,701 252 :..4 DF 275'70 -I-5022: -4=(0} LOAD1•+> 3-4-1-`02) u 9-5-: )7 57 TC L.,TE2.A; 1UP'::12 = 1'^GC, 3017. LI,I 25.0!+DL( 7.0! rN TCS C]•k`L- -^.G '_:'F F.: LATCH::;, .:0,1.'^. 0= 12^G.:. 1)..N. LL (7 LOTTOH,..KOP.D- 14.0 2SF 5;31:.1 103.5= 42.0 ISF CE:.2.I775 "VERT M" H-'RZ BR:' REWIRED BRG:,REF. E::H N.2: 12.0" 12.0" E:,'. �. 17.:217019.: RE.'CTI-Mo RE:CTIONS SIRE 'O.IN. (reecreS, Sm...: '2.,"..,E 7-10, 25 PST 7.:f 21 ,.'(Ps) 0'- 0.0" -72. 521" -Fa/ 53H 5.10" 0. 3 DF ( -)_1) .C•"1, Ca-1, Ct=1.1, 1-1 11•- 1.C" -32/ -71' 0; OH .(0" 0.13 CF ! 621) LIMITED..1..21-)('',2. DO NOT..PPL'_ CUE TO TH2 6P,TI'S, REOUIP.EMENTL C:' IBC 201: ':ND IRC 2012 14,T CEENG MET. •SOTIC'.L 1ERLECT/011 LIHIT_: LL-L/'10, TL-L/1:^ c^TTdi CH""D CHECKED FC.7'. LL^"F LI''E L"AD. 1(1tl•X LL DEFL= -0.00." @ -1'- 0.0" 511 .:•d - 0.100" AND OOTTJIi.,.81 ND LI-E.W.D.i ACT NON-C.d:':U^R8871,7. !M.TL CREEP DEFL= -0.00:" @ -1'- `.0'• 7.11r..ed= 0.132" IP.TL CPEEP DZFL- -0.( 7^ R - 6.C•• A11.....ed = 0.'',21" M'.'( LL DEEZ= -0.002" ( 1:."- 1.5" 2.11c Rd - 0.105^ 14:':::TL CREEP DEFT,= -0.003" . 12'- 1."" A11^s;ad - 0.123" 81.0 TC Pr2)01 LL CCL= 0.03'" ^ 2'- 7.4" +11' L.:..0" 11AX 5'RIT, LL DF.FL= 0.01.," 0 10'- 8.0" )421 HERIZ. TL 0i.6I.= 0.002" 8 10'- :.0" 5-06-12 5-0..-12 f f find: 120 mph, h-17._ft, TCCL-4.2,:CDL=u.0, T.:':E 7-10, 1` 12 53.11 Hc:ijht-I, En31:.ar , ..at.2, E__p.7, tIWFR;,;Dirt• 7.01 1111-4x4 Q 7.00 hi.a' 7urati n fa....t:.r=1.u, T.u_s er-acne+ for'ind 1.7d- . 4.0" in the ,'1"n: -f th" to,.', .nl . 1111 i I ip�i s o b LI-2..5x4 )1-1.5;:4 II-2.5X4 .'-01-12 ._-,6-12 y 1-no 1 11-n1 03 y 1 0o y ' 1". GINE�FSs/O 04 /8{9782 P E T JT, 031.4(;: PR H:`2135' 'LAN 2713-2. -C.', SCe1-•: 0.47 7 J � J WAIWHO5: GENERAL NOIRS, Wea.emeryi.e Mad' _. truss• C2 1.BoIde,and imago*contractor emMe be aMMwl aaI Oen.m&Nrdn I.11*da.igr.mbasal oak uym mm gramma shown and a ler an ind:,dml -9 OREGON ,z,* - Truss PRmm..e before mnlm,ceen cmnmw.o bolding corrywnen./Ip�.bYy.P P.O.pmmel m end P.P. O 2.214 Wnpran0 web Mang nest b im44d ebnn Oven•. a..e,pama.olemnpaoid nm.reapon.0{Oly of the building dearer .7 (.. Magma poetry brae.pb on.stabil.,dm.aaatnalion 2.Nag"a.amw.the lmana beBar.aarn to b"bMrYrarapda •� �4RY 1" ��� i 1.A. Myagate Additional woman.booll9 7 a t and at l0 a.a.nopyd0ayrmnd brood mm,pnmd Omehigh.by :'.T5: ':/3;2L15 mea:«sq shuts.M da napomllar amtMdn.dnigrar.p 2.InwnfManlorMend Such seplywoodramp.I a hen howpsyxaiyBt] .AUL �\ 3 2.Inward 1189.erNaralbrtoFg ngdmdwlwn Moan.. SEQ.: E.1253122 t No loade7oac be applied lo arty component wane.aalnang and 1.momwmn abun a Ine folpecalbily nepe..aanb. r. aa Mm Manor.acomplete mi.m limM e oony boas Nam s greaterthen 8.Ong.a. s Mown area be d In a mnacomal...m:mmmpd, TRAND ID: LINE saga loads be.ppu,e a any wompa,.n and an Pc'dry w45W of use s.CpmnTra,.h"mcont...andaemm".nornp.meRlyforna I.Deign names full bnmpgamMpppn.nd Bn,np".dp.d EXPIRES: 12/31/2016 Na.t.nn.rwl.ag..0.N.ata annlmbon oraarmm.na "'01iry I.PM. Wbelocd.p.mdm June 8,2015 C 7lpodolor CAp IC liM.oafbRCnae YMabm.aat roan.Err B pan.anmb.lpn nt cont.Pass of M•.and paaadsp the.zanier TPIWfG n BCSL cop..el hid1 owl be WMhed upon req... Oros bncw wilt loin.cont.Inns. kNTek USA.Mp.lCnmpuTlus Software 7.8.8(1 L)•E 9.Dig..awic..am dotal.b.Imnw. l.0.Fan ba.kanmsta plate design..M.sae ESR-1311,E3P.lIen RNTdo Thi-: design 7r"5.are I ft-m ccmput«_.. in:ue '. ',.CEL TRUES' "AN r,"E:.HAFH 20-57!=.'3_ LUi4_.2. S;.^£F7C3.TION7 TRU'_3 EF:.. ._'- 5.0" II_ -01_ :l:-,-H:MBE^. 1.-'21. 105-.OF,21=1.00 TC: 21"1.:110. 1,AD DUCATIGN INCIEOD. 1.1: EC: .�;4 01 -1SSTC ;PACED 24.0" O.0 --2,..(-,..i)i. 1-2={ ) 67 -5=(-231) '9 5-3=)-- 71 67 2',0 7-r'.(--:,1) 24 .-v=( -171 :LO ICADING TC LATZPtL 11202)0. - 12"OC. U..N. LL( 25.0)`DL( 7,0) .1N TOP CHOYD= 72.0 P:F LC LATERAL SDPCO:T 12"1C. 11..4. DL ^5 E:111')C140:-I)= 10.0 1.7.1 1TARING 1 X-"ERT H:,:' HOF. BP', REQUII.ED FRG LEF'- TOT.$1,1050= 4.--n P-1 LC'.ATI017s ":-i-CTI('N:- PE7.`:TI•.9: _IZE :1.IN. (111.1E2) • 121L'2T.: 1_-0" u.0" 1'- 0.0" -71/ 5,3- -1`:. 6114 5.50" 0.30 DF ( 625) .r• u 7-10, 25 P",F P.•.,f On-:1651 - 0.1" -20/ 4"' 0/ -rt ,..C•1" v.01 DF ( "25) C.=1, Ce=1, Ct=1,1, I-1 .,•- 5.0" -1:1 _., 0! OH 2.00" 0.0., L2 i 625: Ur,,nlanc'd 11.-. 1,:eis he-.-e bxcn v1.r.i•'.:r,C f•r thi.. ..r_icn. LII.1ITEO :TO0::';E 0'12 NGT APPLY WE TO THE .aF'.TIAL :+EQUI:.E:IErT. OF It2 501. ANF I*: 2012 NOT BEING HET. ':ES.TICF.L DEFLECTION LIMIT^: LL=L/:..10, TL=L'1`0 2'OTTC1) CF IRO CHIC:•ED FOP 1N1_" II"=LC,10. 110 NW( LI DLFI, _-".002" 0 -1'- 0.0" r11e.,?d = 0.100" 2:'!D 4;011011 COO^D LZ"E 1:`,.1.4" .::T NON-CCNCURF:.E!'110 1127; TL C".EEP DEFL = -0.00t^ n -1'- C.0" A11:.�-i = 0.1-:3" 110'LL DEFL= -0.002" 5 0'- 0.0" 111c,,n•J = ;.IOC" '. 140,Y. TL CIZIP IEFL = -0.003" 0 0'- 0.9" L11,+- = 0.1,'"'" 1-OJ-0 1-01-0 m.?..' TC ^2lEL LL DUI= -0.000" g .+ 1'- 7.1" All .J •.4-0" f f f MAX TC :MEL TL 01FL=-0.,04" 2 1'- ... All.,'ed = 0.10:" 12 ).00 17 IIAX H::I.I0. LL FEEL = -0.0•i." 0 - 4.0" i('X Fc..l2I0. TL DEFL = -0.0-2^ t i - 4.0" ran!: 120 mph, h=17.1It, TCDL=4.2,::'1:,=:.u, .r..CE 7-1C,14 ! 1.111Msight.>1, loll se t, Cat.2, E;<p-L. IIi1F:':.(Dir), .d duration fort r=I.�:, Train de'.),r-,*. f r:.in.. 1 sin +, an the pb s', of the t:u.3 "nl;. 11-2..5x:: a rno a r.4 Al& 1- MU 1.-_.5::4 11-1.1.:.4 t,-1-74:4 1 l ) 1-01-12 0-11-12 1 1 ll 1-00 1-04 1-01 1 1 l 1-00 2-05 III:-ICE FULL IEARIN:;Jt5:5,4,5 f .;;k, .il,ED PROpex, mac; ANG i NEER sio2 �' 89782PE v ,7C,. H'S'Z: OR:10:.'07 PI-1,1 :'710-A -J1 / WARNINGS: O@RAL NOTES, unlemotmmw noted. ._._ NEL Truss: Jl sumer end m 61,n.. radorNo.esaaw,,.o al Gerona Notes 1.ii.o. hi.bardcobupeneepareru.prseliocne t.norndt'Npm `y OREGON *. mernanags bpm constructioneaom. MOONS c0000.wnt Appllceany of design peranppm and maga4. 217 Q` 2 2s4 cemp seen web bradng mum be monied nom Mann• IncompletionMcemausN ptlpteRammgpy M IM MOON designerC// V 2 Design assumes Sw by and boom Monistobe Minty Wooed et 7,A? ^i Y 16 _&/- 3 Admlpal pmpN nDne.Snnp4e no during canon-Wien 24s.LN 41117 4 4 m,pedweb Wee braced Sneughool weir toroth W v plamRmalbRf Mole'..ne AdRe,Iel pemeoM a ing noel cwaanes N.ONng such shooed L6MSNg(TC)ew,*d,wnwSC). niT'c: _,1 /2015. dp4eLste>mm'nepSN.nponsiiRR'of me Colingda5ner 3.2.WgdbrmpigetmailbmengrequiredMONLoom•• 'AUL �� SEQ.: K1253123 4 Nope.010Nbe appa4le am ormpensnt.4a agar ea Cawing end 4 Inm.Man or truss is dm m 6004016y M Me reaped,00.n60olor toW nem am complete and et no Wm NwN any pais roster man 5 D's1O.&amines kW..are I.be wad in a canmmries,.mxmrMM, TRANS ID: LINK design bads pn, ededemponent. Ldm.LdyadiNnNap. esto S.CemouTma aseseeMml e.a mil assumes no monorails*,brnhe S.Doorawlrmeshin boning L a1 syph.Mown Shin oru..dg.i1 feblentlan,andnm L4Pusrd 14robtinan 0).mr5LNms 7.Delta suns adequate dnmp pro.e:iced. EXPIRES: 12/31/2016 I.Ibis d.'4'I.emend WqW to led Winstone set bra by 13 Plates sap looked ested on both Acr.somp.,and land center ceJune 8,2015 TPIAWTCA eh 6051 copies M+*MN nm be ONeCedmen na4n00 win coicider.n Dint miner men fl%Tdb USA.In Tru&SMtware 7.6.6(114-S S,Flgae oNlnp ma of 0i*40 r 1* C.ICompl1.PofisepoaM4tlMppp in nacos w.ae ESR-1311,ESR-1888 O.41,01 Thi' ..- ign 7 re3" .d Ex-•r c.mputer in;.ut t ARIEL�TRUS3"..I'COU"F.R'02'S 7,I-574-7'.-3 ' LU::::E0 ,.P.:CIFI^_:TION' TRO:S TPAN e'- 5.0" IF•: -012 i'A%MENt£R FORCE. 4W!-./GDF/Ccr1.00 'C: 2.71 OF .108T:: LC'D DU.'._.TION INCR.=1.E- 1.15 1-2=( ')1 i2 2-1"(0; 0 2..4 OF 11-.F.CR 'PI7.ED 2,.6" 0.C. 2-I-(-357 1' TC L`.TFRAL SO202-T .- 1.."(:. t';N. 1<hLIN3 22 LATCF'L :.1.)RT <= 12^GC. UON. LL{ :.0HDL( 7-") ON TOP CH.'RD = :.2.0 (2F REX'.ING MAX-:EIT NM HARE FRG REQUIRED IRG:.RE'. DI, Or FOTT0M CHORD= 1^.0 P5F LOCAT.I(.N- "E..2TICN RE=•:TIONS "IZE SQ.IN. (.tOCIES) C"EFNiN 1..0^ 0."^ TJT?.L LO4.D= 22.0 PEE- 0'- 0.0" -2!." 25'"" -1:" '-H 0.50" 0.47 DF ' oC5) -1'0. SS' 0, OH 2.00^ 0.09 DF 525) .n, A:CE 7-1", .5 (:'T Roof .6•,--(F0) 2'- 0.0 -1:/ - I/ )H 1.00" 0.06 D: ( 1I-) Cs"1, C"=1, Ct.1.1, I-i LI,AITED STOR1_GE U81 N(.2 ',.061.2 7.3E TO THE'PATIAL rFQU7F.614T:fTTS ...,1 Ir:: 101. :ND INC :.012 NOT SING IIET. i 5112.1 L DEF (TIC0ION-LIt812T' LL-1./Z40, IL-‘110L/ 0 0.100" F0117,1 CH(RD.NECKED FC" 1(rIF LPZ MD. TO, M=](IL CREEP DDFL 0.023" F -1'- 0.0" ;.11 -'" '-133^ t:FI:TC PANEL LL LEFL = 0.0u3" a 1'- 2.4 111 .e.: = 0.155^ AND i.OTTOtA CHGRD LI--E LOAD£ CT NON-CAICURRENTLY. 11:Y.TC I_NEL TL DEFL--0.007." 1'- I-.7" 111-,z = 0._32" 2-0S M'.' HGRIZ. LL DELI, _ -0.000" 5 - 4.C" 1 1 +,1,-H0RIZ. IL DEFL--0.000" C 2'- 4 "" 12 9.0017 Nin1: 1.0 n:_h, h=17.1ft, ,CDI.,.2,E.2DL,C.0, AZ 2E 7-10, (3.11 Hoi3htu), Encl's-..t, Cat.2, 5:'10.5, MOFR:(Dip), 1 ..d Auraticn factcs=l.6, Trus'. 1•...ign".3 f.0 .:in3 1-ade in the print f the tru:a onl;. a m o00011 co N O c J C at-<.5::4 l ll 2-h4 0-u1 l l l I:I."'IDE FULL 25159 (.300:.,3,. I 2-95 ' GI FFR% 2 89782PE 9r 1(C r.41457, L7 He 12,71 PLAN 3710-1, - J:. .:010: 0.`1':) v_ F� - j . WARNINGS: GENERAL NOTE& whew Whenwon noted'. V �y 1.Wider OW*,araan connector WNW ho WNW a1 s0 Gene*Nobs 1.This deign b band at*upon M parameters**.and b Ito on*NNW A 'TA OREGON O Q' Truss: J2 waw.map,b.lwewnanlrarr wnan.rme. builry aanwwvL APpawMO/NdedglwnmaNrsard prapw y Y� t7. 1 InowporatlM Nwmponwd NONr Naar buildsgMafpno• q v AN waver waoa web toning mud On bMMW w/wealgnn.. 2.0aY0n awwwdle rep ad iw0wn o WNW/araad at •q -/R i -16 `,<6 &AddNand SIMMS/bra bg Rowse WEN dung mmtructlM Sow.eed at 10 dada nawakram unlew bawd draushout than WW1:by i nNn nwpsablyN9N wactw.AddBond wrmwwnt lowing centime.Walla*suchw thawed WnadanniTG)maw dlww(OC). PAUL Ck` 1,.515: ,/''201 lin wawa Nan Aon impa.m7Nr at um wiagdwlpnar. 7 is Nomad brays or banal br.enprgOWd then Now•• 4.Na bad World be appbadb wry cob m until ba alar aeg and 4 5705700 NMAN b 5la naponblll of Os reapedna cortraear. SEQ.: 1:1253124 hWenonaro wnoblaand MreamNiadAMMIWSVaa*SWI S.Design assumes tows anbbewed a•M1•mrnw,t.Maemnm. design bas no NOW b my ennwonont. and w bray tan an-Now TRANS ID: LINY. S Cornpornnwmmnna'ladaminesnoreword**bem. d.oe.gn•+aanearmeang•tr•yd•ahaw.sni""""dap EXPIRES: 12/31/2016 woobbreaeon.wedlbb9.MINNA aed iwebmn alwmpeeeMs. s0.' 7 Daagona be bagel bolh bon pr*,ad June 8,2015 N.7EbdeWpnNNnmrW wdl(wfW In laWlbns set faith by C Ramona be bcebd onbWhlaaea N/ww sad(brad wlMroNar 1P7NRGa in SCSI.enp7a at WOW will he bmdnd upon n4new Iwo winch*WIIINAnt NNW lines, 9.OWN Indies*abet ad Nato in When. kiTek USA,Ine.JCompuTrua Sofwae 7.8.8(17.)-8 lc Fa,WNW connector platy d•dpn•abw sae ESR-1311,ESR-1900 RAT97) I This C_.signEar s f _ equter input ' P.IEL TRUSS -ANC 431ER 19:,21.1 3..0-:2 4-7_33 LUNIE". ...P::CI_I...TIO10.. TA-_ :,PANI. ` u" 0 ',012 IIAX I1fH0SR FC"CES !NR.GDF/C•:-1.0" 1::: :..4 OF 1.::TR *^„D DOR'.TII'I INCxE'.'Z - 1.151-2=( 0) 5=(-35) 13 5={-Cu) -1 RC: 2:.i .1;077 ''•CSD 25.0" O.C. EBY: •+ Er :.0700 _(-.5) 1: ;1 '1.0000 9={-15) C 0 IC L.TV:AL :U^^G_T <= 12"',:. tx,.. LL( 2".0)r-OL( ':.0),011 TCP CFY"D= 32.0 PO LATE"'1. .U ..;I K= 12"C•=. 1r N. 1L uL "...,.010i A CNC^D= 10.0 P3F 3E:31191 IAY.VEPT rs:X lir."..2 51..0 RE„UIRED BF-.ARE:".. T)TAL LOAD = 92.0 POE L(i.ATIONS ::E:.2010<: REACTII.NS 528E ,:.IN. ( PECIE:) ,:E:.H:+;=7: 12.0" 0.0" 0'- ^.u" -40/ 29C' -:5/ :1H 5.5C" 0.17 OF ( 125) 550,1 LCE 7-10, .0 P:F 1".0 On.•.,(2,.) 2'- 5.0" -ca/ u, OH 7.20" 0.1.1 DF ( 625) .Cs=1, Ce=1, Ct1.1, 1-1 LIMITED ST;,I'.__ IfalL 0101 APPLY <110 TO THE 01"•.0I1.1 R?.`JIP.s'I,:ELITE�: IiC 201: :.ND IRC 2012 NOT 3EING MET. "ERTIC'S DZFLE..TION LIMITS: LL-L:240, TL-L/1.0 r1.X LL DEFT, = -0.,u." I" -1'- 0.0" All,,ei - 0.10u" 12770:1 C:iO'.D CHE'::.ED FCC.. ICP:E'1.170 LI AD. T H::X TL CREEP DEM, - -0.•'03" • -1'- ^.L" All :ed " 0.1:-." A0D 20TT.n CHCR0 LIME Lv%L: ACT 1420-0.:1CU5:,ENTL.. ti<:X T:: PANEL 1.4 0EF1, 0.0)5^ a 1'- 1.3" 11:-ted ^ n.l:•:" MAX 1C PANEL TL DEFL = ,.006" c 1'- 1.3" All ".' - 0.1P5" (LAX F./PIZ. LL POOL- -<.000" 2 - 1.1" ..-01-Un 0-u3-1_ N-X H2 1 I:1. TL PEEL- -6.000" i - 1.3" T 1 1. 12 :":in l: 1..0 rph, h-17.1.ft, T::DL-i.2,LCDL-6.0, :7.:E 7-10, ..00 7 :All P*.icht>), En.:1.. • �e • t.2, E.;,.2, I1I1FP:;Ills), load •urati.5 f,ct sr-1.:, Truss ..170..1 f,,r .2nd 1'..d8 in the :tan rf ta+ tow.. 1.1 . 1)-1.=_.4 4 y n rii O .1 A 1 c, 5 P/4 -s" _. 2.5:4 II-1.2x4 ef y ). 2-01-0 0-u?-12 1 l i' 1-00 u5 `c sc t PROFFss ,cC��� �NGI N E'9 /0'L '� 89782PE 91- ,r. KE: CC HOF ON PL:.H 3"00-fi - .":ale: 0.:227 / 't WARNINGS: OPMERAL NOTES, mama ethmwee tutee (�•. I.5elder and erection contractor should be ed•ed00 General Notes I.Ma Moles Is bared beef upon Me premolars shown and is tore ,..awl 9 OREGON �''s Truss: J3 pq ygpag.OMR cahaldwn 0D1A,e�y building component.Amicabip of deep perimeters snd proper a:.wr:rromplon.wvrremutbom.Nrd+Merewme. Meemd�"armnwrxmm.r•penaeearelm.w�.ge..gw �99 4, (1., 15 Z���� s Adddmnal temporary bases;le Inure stebllty dung earkucbm f.D.grremwen the cap end bsbmn morabwe»tepy mwetla Nese m"paeNiikr adN erWa.Adrbprwl permanent Pease of 7Pc.and al Id Pc.nopeclNNy erten Posed through.'lb*WO h, mwepact rete Wend .came rNw A U L T�.TE: 5/:/2015 N.avwal.Irucmre Is Pe sheathing p elAiig(TC)andmrIIAIC) mepip component reeve WOOD d"eg+la. 3.34 mad breeding or 0..e0 treeing required PPP.stain.• SEQ.: x1253125 P.Nabed s.,.saapp,wmaycom onentu. lNrell tracing end 4.ONIgri. hus.Noraretlebe yofinereworks oam.sb, Wpm.en sampMe ate N ca One should soy beds eresW than 5.DeHen names WNae era le be sped F a nonpmner:a emrconmenl. revl are c"dry TRANS ID: LINK deipnreeds beepwemany eanpenen. 8 tMunno alp use TRANS shown.Shen or wedge EXPIRES: 12/31/2016 5 CompuTM mmmums no control over amus no r..wp for the Oscan• la Phonon.handing.Mermen ala NWOCane canpenents. 7 Design assumes edegcate*Mpg.N provided. June 8,2015 O.ThedmIgn N Unveiled aged to me smtistena set ham by a eNtesMai tvi Pored on both Ons arena,and plaited mores center TPbWCCA in 8150 cape.efAke ve be swished upon request. Ms sootier.tepid center Ma. e M1RTeb USA,McJC Trus Software 7.8 iL e.Digits emirate alas Molts In p,sol Omplt .6( )-E IO.For bmNo ronrleaa pita design nmea so.28174311,E3144R^t(h9Tee) , Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 3 " Centerplate onjoint unless x y 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property 1 /4 I (Drawings not to scale) Damage or Personal Injury offsets are indicated. =rill Dimensions are in ft-in-sixteenths. hisik Apply plates to both sides of truss 1 2 3 I. Additional stability bracing for truss system.e.g. and fully embed teeth. TOP CHORDS diagonal or X-bracing.is always required. See SCSI. T 2. Truss bracing must be designed by an engineer.For 0-14 r 4 wide truss spacing,individual lateral braces themselves may require bracing,or alternative Tor I 311110Ebracing should be considered. O 11111.11111p 03. Never exceed the design loading shown and never U stack materials on inadequately braced trusses. d A 1 0 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate - .- designer,erection supervisor,property owner and BOTTOM CHORDS all other interested parties. plates 0-111.,'from outside 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 �1=1 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 1. 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 1. *Plate location details available in MiTek 20/20 NUMBERS/LETTERS. 8. Unless otherwise noted,moisture content of lumber software or upon request. 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 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311,ESR-1352,ESR 1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907,ESR-2362,ESR-1397,ESR-3282 camber for dead load deflection. the length parallel to slots. ii.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 Southern Pine lumber designations are as follows: in all respects,equal to or better than that P Indicated s mbol shown and/or SYP represents values as published specified. by Y by AWC in the 2005/2012 NDS by text in the bracing section of the SP represents ALSC approved/new values 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing with effective date of June 1,2013 spacing indicated on design. if indicated. 14.Bottom chords require lateral bracing at 10 ft.spacing, or less,if no ceiling is installed,unless otherwise noted. BEARING 15.Connections not shown are the responsibility of others. Indicates location where bearings 16.Do not cut or alter truss member or plate without prior ` (supports)occur. Icons vary but reaction section indicates joint ©2012 MTeke All Rights Reserved approval of an engineer. vI number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. x I 1 B.Use of green or treated lumber may pose unacceptable ® environmental,health or performance risks.Consult with iT project engineer before use. Industry Standards: I 19.Review all portions of this design(front,back.words ANSI/TPI1: National Design Specification for Metal and pictures)before use.Reviewing pictures alone Plate Connected Wood Truss Construction. is not sufficient. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety information, sfil an• .e Ic 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev.01/29/2013