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Plans (89) .7-7- /c. —00S-r-i2_ T5-3 0 5.42 cce- tief----/ _., a ,47,en r:. 0,,,a i ItiCi toji4 g V 51 f 13-10-00 , JZ /till) ' SPAN G.E. A.t ..c,. - , i q_Pr' HGARL) W R/S k ..._ __„,; __ D.R. HORTON a 1 fili,PING inr;cloTt I PLAN 3710 ''A'' GARAGE LEFT I 21-10-00 I IIIIIIIIIIIMIIIIINIIIMIII I III 1;) li 12 ' 13 4 5 L J - 7/12 PITCH (UPPER) I . Oli ..i.i 9/12 PITCH (PORCH JACKS) 9 147) 23„ 25# LOAD 10 A 1-0 U.N. ON THE 7/12 _ 1-0 U.N. ON THE 9/12 _ XXXXXXX011 X X X Y X X X IP,G TRUSS 3000i %111, 12 1 ... .. .. 14 DRAG TRUSS 13 I ARIEL TRUSS 574-7333 15 I 16 Cl.) 0 I 1 DRAWN BY: i II I 17— (9 1 a - - -Bq I 1 6 • - ,CD CHUCK HOLT 18 ----- ---......... • e0 0') `rb > or' OF 2 G.E. \ell 9/1 y , .. ',2 ,I ----4 •-› 11-01-08 1-0 CANTS 0) c SPAN 0 ,-, WITH 1-0 U.N. c c 0 C, 2 c.) -, c c c . t 13-10-00 1 ----r SPAN 6:1) G.E. f 74- ~ . -- A/S ��( ) �f� -- -' - � - D.R. HORTON c) � PLAN 3710 "r _______ WP' ------- -~--~- GARAGE RIGHT 3 _=~_ - °. -_ ~~^ 21-10-00 , ~ i -�-------�-----~-�-�= SPAN ___�_� " __ _ ____ ---_ ____ _____ 2 i 1 - - - ^^ 3 4WO _ 5 | f'-------� - -�' - ` 7/12 PITCH (UPPER) CD ~_-_ - ~ , , 9/12 PITCH (PORCH JACKS) 07 9 BZ25# LOAD 10 mor 1-0 O.H. ON THE 7/12 1-0 O.H. ON THE 9/12 � ' ' ' ' ' ' , DRAG TRUSS 12 — 3000# DRAG � - �� �U� 574'7333 � DRAWN 8Y: | --'co CHUCK HOLT I - —1198 Af /6t-GE , to :,,, , , cve..... ,_ Ter L� LO� R / vw / / � � _ i | ] U � ~ ~ di) 1 010 3 --,-_____-( 1.1 ' - - ���@�� ,- G.E. /��/ \ \�/ `' �- __-_ `-- L 11-01-08 1-0 CANTS �~ SPAN WITH 1-0 O.H. i __ mil. MiTeks MiTek USA, Inc. 250 Klug Circle Corona,CA 92880 951-245-9525 Re: DR NORTON PLAN 3710-A The truss drawing(s)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 K 1253125 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. , Nv,ED P 13 OFFS ��5 0G1NEF9 ,>e, 89782PE r $5r OREGON c'�40 Q, i9/r PA U 1 RY A6 ��P */2016 June 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 ANSI/TPI 1. This dr_17n pt.nnr-! `r.I. c mlater int.ut b GF.EG ':LEL TFUS` LUMBF., SPLCiF:CAT:CN. T77'L. :P'N 1''- 10. " ,in': 12.0 rr,1, h- ,: 1,..2ft, TCDL=4. ,ECDL=6.0, ^.E 7-1D, T.:: 2__4 1. '1.LT'. I^'.D r•Ul TI N IN_REA'E- 1.15 (;11 Nei7ht..(, EncI.,.,t. C-.t.C, E..p.B, re,F'SiDirl, _,--, :•F r'1<BI :.•:.CLD :4.0" O.C. 1 ami iuzetion fact r=1.2, Tr., -1" icn-' f Cr:-inn: 1•e:-s IC Lt'L..r,i. :`_... .= 12"c,. 300. I.'iDING in th.. Flan- .)f the 0r<<. "1.. : _ LIE,-.L '1JFF't0 a:- 1I"OC. 11,0. Li( 25.0`•1;L 1 '1.") ON TO7 CE:1RD _ 02.0 PSF .. DL IN 2OTT(11.T,,,57<= 10.0 PSF T^2AL LOAD= 42.0 PSF Ga:-1e end tru...s n . -ntinuour; _•arir,;i',4,11 UON. 97-1.2 .r e:udl t,ei.;<.l ,t :.tud-'ertir-:1s. '-7.-r t.CmxpuTru- qe:•1e cod ,;'tail for Sn• : -:,:E 7-10, 25 'b '-,o f enc':P-( c•411fete sF"-cific<Li.n:.. C'=1, C.-1, Ct=1..1, I=1 LIMITED STC^'. CCF., N(T 2001,3 DUE 1)THE .:^:'..TI':1. A.'UIREtLENT:' CF 1..1. 2312 :IID IRC 201. NOT FEW;,IF.T. .0'^TC.,..t,"SD 0000'0D FOR 1nP,:LI"-E LC-i1.. T.r :.170 2,033'i CHO^.D LI`.'E 1,02.7- 7.C1' Neu-C..'<CURP.ENTLY. • -1'- c-il T 7.v„ p rna-4:,4 ®7.00 �� 1l \ _./.z.o ; 11-,,.Px4 H-2.5x' • �o 0 PFQFF1-uo i-l0 : Ess 0NGFq / ,51 s L /897/822PE 9r JC•s [LAME: C'.011-.,I ?L`-,N :."71.-:. -- Al Sale: 0.50.' �� �' \ �' WARNNOS: GENERAL NOTES, mama edam.noted: ,c Truss: Al I.Budder and @mdeeeoneeetornleada.e.fedalalGeneeatNote. 1.This design fbased eny,peeere,r.malwsshown end isfor annA,ie.l I(4.• OREGON Ooh cord Montage Leib,*amarW.nmmmarrde, b,t4ronan ofco commend dentinofp•yeltheaa,d pepw �9,9 GgRY 15 etc) �,QP 2.3a eempmeren nab deckle rust be metalled Own sMnr.. Z . rry,roa�a(3eeir;mimes ilve tad and beN ClpmsbabIMy designer. a . J.Addltena temporary.song to bars s0aldy dining eneeba, z oc sad N lB mine.repecleely unless eraud tlaotchent them 1.910 0, Is.1./ , u.a nape541ay.aea.iemr..tlal+cant paOnmwM bsonp. mxhms,s.grFp such as plywood sMWw91TC).,a.dr,wal08G). I'A U R� 11.70: 2011 the overall.ru..e is the reepenabibyor Me building designer 7.Pr 1.092 bdddr9 et Infant bracing puked when shown.• /' FEQ.• I:1253115 •, No teedIlletf he..wino to any f rnrpene 1 uaa.Sn albratlr9 and I.tnntaleaorr et M,ne le the responnbea0.the Slab anbencr. fasteners are complete ands no teas duald any bads greater dean 5.DIMSas.nes trades are.be Land in a nOrvmrsw.a environment. TRANS ID: LINK d.siprlp.da be embed f arw component and ant•for'a'y condition.muse. 5.Cemp0Tnr.he.neafhaod,anda o,m..nareppr„maH,frtha d.De.,gna..rm.,fn„a.n,9..I. onne.,awn.W.n.wadpnlf EXPIRES: 12/31/2016 coed bbrrelbn.bwbw8•shlenrm and 05.100.,et reneaonante i This deegn in furnished nut,.W me hNfnonl let forth by a..Matte NMx be ketal both lues a Ouse led placed se thea center June 8,2015 TP4'0T;,'A.BC91.mews:d,,Itch nil 0e t,rrYM,etl rrymreewe* NSe math JfY 9. aindrot or plate inIneesMITA USA.WolCompTrue Software 7.8.8(1L)-E toFraer sk p0.000,0 i abyss a.ESPY 311.E8R•IgBD(MTaf) 1 Ti,.. • design Fre- r^-i fr::n mruter in,'st l_• 0-.11 AR1EL T U:" I 10::31.1 IF:CIFICATI.'. T£.0.:. 'F=.N 21'- 10.0" 2_^. 2012 M:-:i Il':hRiER FO-".i.F.` -100J:,LF.:1=1.+'7 IC: 2.4 0. ,1t-T" LI-..D D1.73:-TION 1NCPE1‘1E= 1.1: 1- 2=( n• 37 2=(0) 1010 3- _-)-310) 10e I. DF ii11. SE'.CRD 29.0" 0.1. :=(-1:15:1 91 =(01 '11 8- 4=1 -4' 4'D '.EP3: 2.: IF :.TAND 7,- ,(-11:E) 71 .- u=(L) 10`0 0=( -4) 11: 1^--1INS 1- 5 (-117,j)(-11 "1 5=(-51,:1 10- I.'.11E111. •JFPC'-T 12.07. 00N. 11( 23.01+11( 1.01Ott TOP CKL1'.1., - 3.,.1- 1;f F 5- '=(-1.,52) 49 LATI.:.:L 111F1 :.T = 12"C:. 1')4. IL IN 00TT0I1 CH010 = 10.'t P_1. -- 7=( 0) :- TOTAL LO.D = :12.0 POF :-'H\NC.?: )21..0" 11.0" - 'n..:: ASCE 7-10, 25 11F Roof Snow(T') 1E11,ING mu:-X..T /t'..,1 HORZ 11)1 ^.EQDIF.FD ER,.ACE=. Co=1, '_e=l, Ct=1,1, I=1 12,171-.TION' 50.CTI(.0,3 11001108 v. .; SIZE g IN. (FPEIIE::) 14-1. r: eual e: n^n-..t.uetur.=1 0'- 0.1" -4•1/ 10'1" -1n / 107H 5.50" 1..15 DF I i r-sc 1 wen'.non .0-sn,. LIMI+E0 L1`.-717; GJEG NOT `P.LY 008.TC THE SPATI.L 21'- 10.0" - s,, '153 '.:/ 1031" 0, 00 0" 1.5;, OF ( 6:51 REQUIREMENT: OF II' .01.. AND ICC 2012 OCT BEING}GET. t,,1'TCs1 C+`RI CHECKED FCR 1021£ LI'E L11.0. TOP AND 171104,CI:'_'))LI"LCADS ACT N.N-CONCURREHTL:. IERTIC'.L DEFLECTION LI14I1.•,s LL=L,I'D, TL=L'180 11-7: LL O-IFL 0.•x,2" n -1'- 0.0" A11r.'ed = 0.100" MAX TL CREEP DEFL=-0.1.0:" 0 -1'- 0.0" A1Lesed = 0.122" 1;=- LI DEFL= -0.0'6" P 11•- 4.7" 1.11-:•.,cd = 1.040" MA.. TL 02110 D::FL= -0.015" f 1••- 1.11-•-,4 = 1. MAX LL DEFL= -0.001" P Zi'- 10.0" ,.11.,.A = 0.100" I:ir.`C TL CA.EEP 0211= -0.003" 0 22'- 10.0" ;:11,.,r od = 0.1':" M."." 00132, LL DEFL- 0.017" 21'- 4.5" 11.X '.JRI2. TL DEFL- 0,01 a 21'- 1.5" 10-11 10-11 '71nd: 1.10 mph, h-10.4ft, TCGL-4.2,HCDL=1.3, A.11 1-10, 1 5-0. ,, -15 -Gtr-OI -02-0= -'11-07 (:.11 Hsicht.), Encl's-1, Cat.2, Exp.F, I INFR_(D1r), 4 f T 1 1 AN dur-tiun fs,,;t'.r"1.L, 12 12 Tru.; de'ign,d for -in. 1,•'.-ia 7.10 " 1'-'.:" '''.:17.00 in CS' plan= f tO' true. .01,. .1.0" 9 ,F-,f 8-2.1. : - --.1,.1 at non-Ctructural diaq n•i inlet-.. l 4I-1.5:.9 / 1, 13-1.5X9 0 / . . s c M-3x4 li-2.£X4 1t-3t:6(S) fl-2.5x4 it-3x4 6',........,' Jr y y y 7-O5-0' 6-11-01 7-05-0_ j 1 l 1 l ��co,,- GP EFS `r/0.....0.. i1-11 q-11 1-u0 21-10 1-CO "9 ,c• /89782PE 1- 3G= ti'.11F.: Li F-::.101' PI III .`17 - LI 1:a1"r ".2-78 ,�s �/' WHRNH400, GENERAL NOTES, Waw Mbomou lANd % 2% _. Truss: B1 I.guider and eremencontradwshould beadvised WMGeneral Paw 1.TMdesgnsbatedonly upon lMpraroeterashown and is for anmdtldoel `"7 OREGON 0'. and Warning-,before wninx:1e conmencea. building movement.Aspkabip afdbgn perimeters rine paper •,riy ,Q 0) ' ' 2 2EAmmpeWmn wee braanp must be Instated where shown., Iircemoration eleomporyM Is Me responsibilY el the btidnp deagrer "�"r�� { y�� 3.MdtlmollN^Pomr1'pmNniboraaalebllMduM3eorWeuetion 2.Gneg"aawmnthe lop mebodamchords bW bkml4Madat 9 1 elf.reepoialbNp of the Brener.AAfebsehpemhstleri bracing of 7 o.0 and at l0 cu.hero.I.l5Wase braced throughoutdAirlw6HC) C:.TF: 6I,I"'Ol the 7 w.x maahe le the IrReleAMy acre amnwhw wreellao.w9h se ply"'oed eed..np(TCI oris*dryxNl(BC). �°A U L P`� ell ft a1 b,en 9.><Imp..nol UolA An,.lateral Mantle regeredmd.re crown.. SEQ.: 11253116 4,Nresn.Mwdbeappdr.itamycomponentWaafer0Oanand d 4,Naesedeawsles.rewpri/81.811.0spem.eewmader. fasteners are oamphW and at he lime Jmuld any heeds odder Men S.Design mantras gnaws are Is ea used in a nnrranewe enebomnent, and TRANS ID: LINK Wsgnbeds bewpndbse, ,.o4en h S g;h abeefingMildew"el hemShim orWedge d EXPIRES: 12/31/2016 5.[cmpoTrus has rre(annN((bra aid assumes no reapen 1Kty for be • aaiafmn,handling.stllpnemarul ilp40AM olcehrianma ne[asen d Thad. Sm.. °.Mama ailed on damage fags of f Mina a dead w their anter d June 8,2015 alpn ie Ye4+ilrothe 0.Nbm leer forth b.. a Plelp stallM tented on both flew of!rise.and 707+.1rim SC&,aVbs of which'ehl be tumYMd ripen renes Atha eeneate.,9h joint center Ina. Millet USA,Inc hCompuTrus Software 7.6.8(1L 9.DgM ledcete ase of plea n Inches, eO.For bask..nailer plate det2n mitres see ESR-1311,ESR-1 OM(1.1800) This e=-°',n;. -c: re from c-mEoter irat Z. (31.EG AP/EL TRV;;. 1.21411 ^ECIIIC`:TI117 TRU10 '1331 :1'- 10.9" I0,.. .01.. M_.-.61EMBER M.7.1 _ 'CN/GDE'/_1-1.00 TC: 4 ^F="zi_T: LC'.D LUTA/ION INCRF=.L-0 i., 1.15 1- 2= 0) 57 2- "=(0) lull 3- 01=1-:15) 11.; iC: ':..3 0, " 51'3-..ED 2..u" 0.1. 2- 'm(-1373) ,4 0- 3=10) 711 '1- 1-) -91 ''3 2. D: :0"+13 0- 4=1-ilol) 71 .- i.'-(0) 10,3 - 5-1 -.1; 553 L^.'.DING r- 5")-120'3) 71 .- .;=(-713:" 10. IC L:_7.21 020.011 - 12". ;. SON. LL( .5.(1)+DL( '.0; ON Te'P.l-:"RD-, 32.0 P'I - -22721 44 0.; LAT''::i, _.1__•77 5= 1_'.I. U19. DL .i1 071TC'.CHC.1'£ = 10.1 Pb'- - 7-{ 0) 57 TOTAL LC::D= ..0 PSI OvE'-1,.NG5: 1'.0" 1...0" In,.•: 7.:.:0 7-10, 250 P.21 I.•f :n ,11-) LE'RI11G SAX "Er/ MAR H"*'Z , R F^. EO'UI:TEL..7G '.GEA Cs=1, L:=1, Ct=2.7, I=iL.•_:-TION' T,£'.CTliii... PE,._IION. 'IZE ".IN. ("'E.:IES) 0'- 0.u" -!3/ 1011" -107/ 10711 5.'.0" 1.63 DF ( :20) ,•.TTu11 111020 CHIC:-ZD 17.1 3 20 1.F LIMITED.:TCP".GE 21'- 10.0" -421 11C,.." 0. 011 '.50" 1.62 DE 1225) LI'.'E LI .D IT LCC.T1LN1"I -ECIFIED BY IF. 231_. THE 7)10.0 i;-0O D DE.0 LOADII i':1110500,OF 1'' 11F. --EITlC".L DEFLECTION LIMIT": LL.L/240, TL=L/1l0 MA, LL DE7, - -0.002" ' -1'- 0.0" '.11. - 0.100" MAX TL CREEP (0,1.= -o.003" - -1'- n.0" ;,11ti,e) - 0.137" 17,0 LL DE.0,= -0.036" 0 1/'- 5.7" :.11;-e1 - 1.096" 1t3.2 IL CREEP DEPL= -0.0',:" a 11'- 4.7" .:11-.,ied '" 1.3:i 10_•. LL DEIL= -0.0':" r! - 10.0" ?.1101,•7 - 0.190" r I;.Y. Ti, CREEL- DEFL= -0.052" !. 2..'- 10.0" =.11-..-1 - D.137" NI HORI0. 1.1. 0E1'1= 0.002" 0 :1'- '.5" :'A`:HOER. TO, LEES " 0.0.'" 0 :.1'- 4.2>" 10-11 10-11 f T 4 0;.-f?? r•-Q2-C° 5-r2-04 s-Od-' iand: 1'_u mph, h=13.Ift, TCDL-t._,PCOL-'.0, ...FOE 7-10, 4. 1 :All Ieichts), Enclosed, Cat.2, 0.;).9, 1T.'F'3(Dir). i - .,arati-u fa,.tor=1.•:, 12 12 Tin,. .''1' ,r nod I ...ind 1,an: 7.00 ' 11-4:1.; ©7.04 in th' ;Ian" l the trim-. n1,. 4.0" 9 .I JL\ .1 11-1.1;14 / 11-1.5::4 ,,h,...../' / l oe ua " r* \ o 'i-3.1n- a-2.;v,4 11-3x (:') M-2.Sao 11-3.4 V' o 1- 1 l l 7-05-05 '-11-0; 7-05-u5 CQEO PROF' 11-11 y - 1-11 y �Gj�L``NGINE& 6 1 9 R /0 A y..-0;'y X1-10 1-^Gy �,t�� 2-9 ..C. :9782PE r' J:.. `11:: !1 6(07.') 1.0'4 :'71.1-3 - .ale: 0..0,75 TrWARNINGS: GWWRAI.NOTES, Mese armor Mod: I.Budd•,and erelon,unlr.Car.haAebeee.ado( Crnerel Neles I.TneM40nit bawl onlWa+Tere moter.Mommili Far.nmdi,,a. S '9 OREGON " Truss: B2 one w.nPw baaramm moan eemmaw•a aw+pwnpmnt.A4Sk th et'Moir p.1555,51154 prom 2.2 4 car presWn*eft bracing mut.be rPPlee utter*Mem,.- mrmroar.tmrl«rmmpereN b t,•rwpewmfq•«tM balding 2(�"IR Y 5 �L°�,Q�' 3 AeealewllempOrlry racingmiwo•eteDPtT mrrtrusm 2.Drage IMUMS the by end bottom thefts b be bterPh'bnatP 9 nine raspenabRy,1,•w,ebr Aee.mM wm,.n.nrnnenS err 7e.c.era PIOoc remmtneq Mem raced mrmpneet Neblaglbq e�� DATE: ., '1015 the e.:•robwacu.a Be mspn,etalr«me Metre asiner. centrum.x5501 arcaI bracing re medw ..ace re M+•utec, PAUL ``` 2ebredaleMe l.thereaadneT•el die oftenPmmvl. SEQ.: K1253117 4 Name are simpler elneMani esh.*pent nyMP..bracing,.n e 515.14455igname.tomesrmo the etobeuwdinanen.an contester **men am eamplNl eneProlime.m•Pt any three pester than 5 Cbian.,.:aumptraavambMesae int wmwmwne armament. TRANS ID: LINK. Perri 5aabeapplied reMYcalaace, end are for`do order'Mine. 5.Darmw0,whaewmealaverandurn.earespen Per Be B.DePeeassumes rPlMe.a,e.,ell.rPolt Mw,n.�ermar.edge n EXPIRES: 12/31/2016 11•0111.00 tem xbn,Mnends.dpnemand eA,leBMenofourpanen6. 7 DaMenassumes abaeabdrweeebfro,MeE June 8,2015 S This IC*b Cnished subpd m raw limitation.eft left by B.Plates MO defter.an both(aces«true.eft slimed se!Mr center TPI':VI'CA r SCSI.toms of•i Orin-CP ba brmotee,pal repast ewe coincide ethpM anter Mea MITek USA.h,CJC Trua Software 7.8.8(ILEo B. es income arse el pleb m wee. a+Vll TO Per basic connector pbeb teYen vMos sea ESR-1311.ESR-1raS(eTea) Thai; .1e ion 7,103.5T0-1 Or.., ..a-rnputer Sr. at 1_ GREG ARIEL TRU: 1.2".,107 PEt.IFICATI.1 i5 TRU:: _PAN 221.'- 10.0" TEC .012 M' 1IErIZE. FORCE- IMP"AIDE'Cq-1.00 TC: ::04 ➢_ 1'.2. 0700 DURATION INCI,E225= 1.15 I- 2=2 0) 57 -S0) 1112 - •=1-3241 112 1-11=) -3) '20 1:: 1'-:4 5 .1..1115 PA.:ED 24.."O.C. 7- i=(-l: ) '' .,-11=(0' -) -95) 12-1.,(-1,7) 0 4=1-17,571 71 11-13=!0) 900 --10-(-10:) 0 11-13=) -4'1 937 IA'\DING 9- 1-13507 71 1'-15=(0' 23 "- 4=, 021 15- 2"(-3:_41 110 C )A.TF.7:L '.UPP"R1' = 12"CC. DON, LL( 25.01.DL( -.01 C7 TO' CEDED= :2.0 P::.F c- '=1-13. :1 0 IL- 57(0) 1112 11-10-) Al1 "t __ 1.79;901 502:'M':C c= 1:"..2. 0"N, DL CO 0,TTOY.C1-1.3D- 10.0 721' 0- 7=( 0) "7 10-12-f-2:7) 0 .':£.f i?33!:5: _..0^ .^.0" TOTAL 1/".O- ,i.0 PSF 11-12-( 0) as En :: A'.:E - 10, 2' 729 7 .f S,:•+1F.:) FEARING :200"ERT :L".x Hr'.-.Z 59': REQUIRED tRG AREA C•.-1, Cc-1, Ct-I.1, I-1 10.7ATIONL '.EOCTI.;N.: DEACTIOrS SIZE 20.117. 1LPSCIE_1 On`Al..n lig leads .*.:, t „n 0'- 0.0" -.'/ 101:' -107/ 107H 5.'E„ 1.6a L2 ( 625) c acid....-: f . this d,si„n. .101: L. C,HC 11,700= '0.0 L::' 0. 10'- 11.0" 21'- 10.0" -..9/ 1136•• n' OH 5.50" 1.29 07 ( ..217) 1I:17TE0 3T017#Z F-A::: NOT AP.LY FOE TO THE SPATIAL 'CCfIIFE?29T5'.e'ID;. 2012 :TAD i.."C 7012 NOT BEING MET. "EI.TICAL DE51.2'TION LIMIT LL-I DIP, IL=L/1 0 L.ITTO0 CH.FD CHEMED FOR 101SF LI:'C LC7_0. T^F 21A.'.LL L:p'L= -0.00'" t -1'- 0.0^ :.11.'.''1 A. '.100" ANL 9077(YS Chi"RL 1I7,2 1,"-:W_ I A::T 9.351-C^NCU.^.1.EHTLY. HRX TL GREE^ DRFL- -0.007" 1 -1'- 0.0" 7,11,'., 0.137" t(P7; LL DEFL- -,.019" t 12'- I.7" All'o d - 1.04.. ,.X TL 0,7,5.22 DEFL= -0.10:" P 3'- yl lt"e'1 - 1.334" 147.2 LL 7291- -0.00." 1 22'- 10.0" ..11.,-^d - 0.1u0" 11.21X TJ.C^EE" LEFL -0.003" !' _2•- is.'," ::11•-tad - 0.123" '. 10-11 10-11 9(0 027.I2, LL DEFL = 0.u15" I 21'- f 1' T MAX Hra72. TL DEFL= '.02'" 0 21'- 4.'" '.. '.:-01-03 44-09-1.; 4-09-17 -01-03 '1. ( 1. 1 ( li1Tr:: 120 w pit, h=li.9ft, TCDL=4..,CCDL-3.C. ..;CE 7-10, 12 12 (..11 Hai,ht,), 2ne1' -1, Cat.2, E:.,.L, LONE: )Dir), 7.10c7I1-4:::: '7.00 1:-:d dur•..ti-01 fA:t•<c-1,C, Trus I,igneI f r -int inad.. 4.5' in Cl' pl,ns •f the Cross •nl ' //// • At 1 1i-1.5x4 / ii-1.5x0 3 A /1-2.5x4 11-2.5%4 1, 1-0 al .. 11 1: M-2.5,.415 - 7 12-3'4 l':-4x11 01-2.5'.(9 .IS-2.:x' 11-3x4 -2.5x4 ti-9:;E 1 1 1 1 ♦50; 1 1 l 1 --02-15 1-00 2-03-0" 2-09-07 2-02-01 _-00 0-02-15 1 y 1 13-11 7-11 c�\�FtE GPNF FFssi0 1 1 1 , � �N FR � 1-0C 21-11 1-On Si. • �J/:/9782PE r J'R 1472E: . F:"-T111 L:td 3"1,. - ;;3 S:=.1'.: 0.2570 �� ✓, J ANIAll WARN: GENERAL NOTES, unless otherwre need '�� Truss• 83 40 1.Suk'<rand er.cm,eomr.edorabeuldbeel:reedofollGeneral Notes 1.TMMay,wbe ntlonpwmthe wreoelveOar nani.branOariauH 9 OREGON °" and Warnings before sonetnetion commences bldeg componard.Applbbay of deals, 2.244comprerton rob bracing 0.a 5d Mme frown., breprpaream of rreeenanlgihe re. W I eNaaugdsagmr. �� ���� �� �r�� 3.Additional bmper.ry Orating lo insure W tally during cocenueaen 2 Seeign assumes theta',and bottom morns*be labially Nabil r J rVere.0rrlbiry clam erector.AdddNeneIgmianmi Namno of 7p.e and tllg o.e.reawm.ay un..s beafabmpMW their length eydfr cos DATE: r`; 72015 00 rrerell SNulure*the weponatray erase baking designer. 3 continuous. br,da Wenner,such hdetei botend MINood ., here O en•.w.11{Be). �i UL 4.elo load ehsdd b appbel to any eemponere ctrl ager.l kissing and 4. Naben Nis*see 2 e rrespo*bblNyy of Rororp.Nye contractor. SEQ.: K1253118 bnrwre we mm le and et m lime,Femb Mf any loads ptesbr than 5.mega emu=names.of bee usedMsmrFcorrofiva RntronmeM, TP.0NS ID: LINK de'lgmloads b..pq»"'°r'rcamnmsm. s.[DesignBiutanspaislRaved.eme,,.tShenorworted 5.C OStSmhesmem'"°le'"'mde�,.,,'"„pr"pam»"fma,e ^eneasmy EXPIRES: 12/31/2016 fabrication,handing shipment and FWbassn mrcorry,amrm C Tloadea:R n funadird emrct F:Sr.Irnmr»m set tares b; 7.PtaiaoOnlai. see mb drainage bane.ped a.Puree.eh.harocreepnmmlades mbma.neq.aeeptberremer June 8,2015 TPlaPTCA R SCSI.copies ofwhich AA be Oilseed upon regmz(. Ins coincide with aunt center Ines. MiTek USA,InclConlpuTfus Software 7.6.811 LfE S.opts int ase otplate In ekhae. 12 For bask connector pine daft,imams.E"R-1311,005.1ebil1001.02 Thi, =f.ipn p.epared Et .c-m;euter input t, G",03 1.0 IEL Truss LCTL.E'. 24=0LIFICAT II'''II T_.U_2 ?AN 21'- 10.0" I.1 2012 III).HERE•..^.. FC'71.1 >1^.R/GDF/Cq=1.00 TC: + DT:'10077 LOA DG".TIOLI INCREN".1) - 1.15 1- 2-r a) 57 ...- 3=(0) 10`0 - =(-31_) 127 pC: 2,00 01 5 .ZED 21.0" ..C. 2- 3=(-1752) 99 8- n=10; 711 - -i-( -4) 4-0 LC%Dr'r> - 5=f-11`'I 71 5-(-31s) 10 TO L:70R7L :1107.17 = 12"C.:. LION_ LI.) 25.0)+13L{ 7.0) ON TCP CHOS.D= 22.0 054' 5- 1-1.52) 4 L'.22I'21: 200'1Y2 = ].2"C,C. 01,N. DL "11 1.TTC'IS CHORD= 10.5 1,6F 7=f 0) 57 TOT:.L 10):40= 12.0 1.'F .,..."H.4NC...: 12.0" 12.0" -'n•-:: -.IE 7-10, 20 PS7 P• f Sr.-.eft.) 107.•.I217- ,17,. -'ERT 114.0 HORZ ,':.G I'E0UILED tIC-2..REA C-=1, Ce=1, Ct=1.1, I=1 I.,C;_TICI,:, I'E',:Ti.INF 402-ITI),I12 :IEE •:.I17. (F^E::ICSI 11-1.5.' 0 .. .a1 at - :: -__-utur'i "- 0.0^ -43' 00::1" -107 x' .' 1070 1.50" 1..5 DF : ,:51 rti:',0 ..,e,,,her- •,)n :.IMITED :.2.21?15 000. NOT APPLY 007 TI THE "0:.202.L 21'- 10.,e" -4.,. 1021' a/ 00 5.10" 1..5 DF I 025) RE10I:EIIENTS OF IL 201: :::11) IRC Z01- NOT CLING PET. ...7T011 .2)7100 011121 ED .:0 10151 LI`"E 1:-.D. TO? :ND c.OTI:t:Ch'RD LI L,.5D:.1'.T N.:4•-CO1ICU7.RENTLY. -ERTIC'.L LEFLECTION LIMITS: LL=17240, TL=L/1'.0 NAI LL DEFL - -0.00?" @ -1'- 0.0" 511.:-i = 0.100" 0'1.0 TL :.REEF LFFL = -0.003" a -1'- O.n" ?.110.:_. = n.12I" MIX LL 7211 = -u.0."." e 14'- 4.7" 0110,41 = 1.046" Li-... IL CREEP DM, - -0.095" 0 la'- :11"0sel - 1.301" MAC LL C^.FL= -0.,02^ @ - 10.0" A11a06d = 0,170" ,),-):TL 'ROOF DEFL= -0.002" a •::..- 10.i" ..11:...01 = 1.1.33^ I1'S: 00002. LL 0142.= 0.v17" • 21'- 4.2= 1102 H,..IZ. TL DEFL= 4.C._." @ 11'- ,. lu-11 10-11 1 1 Wind: 1=1 mp)l, h=l'.7Et, TCD0 '..,F^-11=6.0, 7,"2E 7-10, `-0--07 5-42-0:: 5-02-0' 5-03-07 4'.11 F:;ig:,t,), En.l-ae Cat.2, E.;I.D. 0.11)11.:0350), 1 1 1 1 1 1 a _'u.ati n fact.r=1.6, 1.. 1_ Tru:,.r.i.i,ned for,ind 1-or 1.02 ® 11-4x.) Q 7 00 in th- I.1ane 0 the tru'.o -01. 4,0" 1 4y.7' M-2.5.7 ,r o-,7*1 e.. i n-struaur°..1 ling-mal inlet:. lk \ 11-1,5x4 ,/. i1-1.5:;: 1 � it-3::4 Y.-2,5-,4 LI-7.2:6;..i) 11-2.5x' id-?::4 o y Y 1 1 - 7-n7-05 i-11-00 7-Of-u" ¢gyp RP 61 -,c., S :1-11 3-11 �5 �GNGINEF9 �O y-00y 21-10 1-70 ,,_,4.../ .*:// 89782PE ,9r � .100 74'.1.7.: IYCLT,.' PLAN -710-A - _ �,A,: 0.117 d WARNINGS: ONNERAL MOTEL usess o.Mrwo.noted 1 Eu.Mrand f0e,wew ,en ,eraweea&eelofalGener.,Notes 1 This dollen slimedparameters y wltheakwnandsa.Mtorenk, "n A `y OREGON " Truss: B4 and Warnings bene eonnnr 404 nine,ne. ndarg mmpenen.Aspdvflly el donne p.ram.Nra.nd vol'. "!y �/ ei5 Q` 2 Mmmpr.4an,•eb Paring mut M Osten.-nem Shawn.. kborperanunawmponmisnr.renpnMERlynee euNkq e.egier V 5.AdMgawllemWr.-Y hncspbimue euetM dump®mbectlon 2.Owpa MwrmMlha by end Wilton shaft b be Wendy Mead et '9 4RY 15 _5(C. see naWerole)y or me ewe.Ad:Menetpamunenkraen9 of z�o.c.ronlGe.ara./ers.ny unless Mewl me,Ghput ltslrWlpib by V 0.T . . ...'1,015 the o.ersisinnbnenine ragmesaeealtee041,143designer J.2.,�Is129,poreffilic m ik04404Mwood nlnde$`mss shownsm.or '»a"`:'. AA UL C"` dib rpuk.e store Mown contractor. SEQ. I:1253119 a.No lowl b4...nwwbeap .00.0nd to 444.4.should o wunerMebrazing end 5.kr«Wsnnmr.riesSr.40*used Inlly of a.n.aflorespectiv. errdim batman arc complete Mdnmbme Y,atd any lmdapnabrlhan S.and aearm.alrowesm use. aroes.'anoar;.M,imnmeld. TRANS ID: LINE dewnhbabeappbedtoameampen.ra. "n"`Nr `00440n-e'"pe. 6Da. memos a cnmpurnelwromntrolownand.pwm,enor.Nene-au.amaDesignrd-bnw,pal.unopnm Those Shan omissive EXPIRES: 12/31/2016 11•006.00Ntab20 04004,0,shipment end hslnsdpn n ca.WnM1. " the T.oe'g ahs2beloadedm bothlape'pmanad. June 8,2015 6 The ITCO a CIMedan.lct.shWilbefnro nforth upotry a Melee be loaded CeMhson oilman aro pteu,tl se mete tarter TPIN,TCAOBCSI,AWNS el.laeh Wil b.fumed,4onrequest. O coincide KWh Or OW 4 braes S.01)ek mow:t nptese ignlms. MITek 116A,InclObmpu7rus 6pllware T.6,6(it}E /a.For bailie mm.ctw pate dawn=.kes Gee ESR-1004,E5R-/33E Wok) This c.".Awl Irnpar<5 fn at cum)uter input i .TG'T.IEL TI.O"'- 0)451. F T Ito' T::t1' T515 PAA 21'- 10.0" IV: 2012 M:5)IENBE7, POP^.02 !WP C1= T.;: Cr 'TP. - 5.00 _ LOW DVI.-,TION IN' E74:: = 1.15 fin n-Re:37 1- 2=( 5) 57 2- ',-5-1324) 17.' 4-1-247) 3.1'. .."Fn..ED X4.0^ n,,,, 1W I'.., 2. P'::T1,50 2- -''-11t0) 55, - -)-13241 17_? - 4-(-247) ':2' 3- _. 1 _•.) 71 - 6-(-16,2) ),2- '- )-(-247) 72, L'5D1NG 4- 5.)-1198) ):,.-1-775) _4:' :.100 55..P1 1."t;,:. 1105. LI( 25.n:WLI 7.0) ON 'TC?(1:70.5= 32.0 `_'.^,F 5- ,:")-17:15) `•0 1,770._ .:,p:.,77 = 12"OC. O,-N- D1 ON ,•)TT'M CHORD= 10.0 PSC „_ 7"1 0) '7 10151 LC,AD- 42.0 5Se .'E:1HC"1)));.: 12.0" 12,0" 'n,', .'5C5 "-10, 25 1'-F 1:•11 Inc,')O.) LEAKING 501.VEST il'])TOR' LR„ 2E"510,05 B1,3 A"EA Cs-1, C_=1, Ct=1.1, I=1 12':ATI057 F.E.SCTION' REA"'TION:. 2I2E .Q.IN. ( PECIE:I 0'- 0.0" -21 / 1132' -7000' 700011 5-5n" 1..1 Dl ) '.2') 1.717') .:0310 C143C"F.1 FLP 1005E LI-'E 1(71.1. TOP 21'- 10.," -213/ 1132 -).000/ 1,005 5.50" 1.81 DI ) 645) :,145 111:(11 CHOPD LI'-E 10'.52 531 NON-CCNC1.11I,ENTLY. -E"TLC?S.DEFLECTD'5' LIIi7Te) 11-11i Sc, TL=L/1'40 'I0) LL DELL- -0.002" ' -1'- 0.0" ,.11.. ud = 0.100" 5:,`S TL CREEr NEIL- -0.00"" • -1'- n.n" All,.:t' = 0.1:1" WA LL NEEL=-0.041" ti 14'- _. '.,11,.,,d= 1.01:" IAA). TL CIES' DEFL'• -0.0 :" ti' 7'- •'.4" ,.11st':"d = 1._ 4" 11-x LL DEFL= -0.002" P 22'- 10.0" 7-.1l,,',d = 0.100" 550)IL CPEZP DEFL= -0.002" P 22'- 10.1" 7.11,4-1 = 0.123" ))".;( .21.I0. LL SOIL- -0.02,0" P - 1.r.X 170,I0. TL DEFL= -0.037" " 0'- 5.5" 10-11 10-11 ICC0D. c: 30,0.00 L::S E1. 1 LOAD.110-10-03 L-00-13 -00-12 5-1u-D? I ° 2 T '1 '( V '( .( 'lind: 120 mph, 5-1--oft, TCDL=4.2,E-,DLr.0, 7 Cl 7-1n, 12 12 1511 Nel'hts), Encl,',d, .:01.2, 0..7,.L, i114FRe(Dir), ?1-4::G X71 7,00 7.E0 load duratirn fat r=1.6, Tru'•-. .i0nnd f-r -in, 1•.d. D" in Oh" plane .0 the Iru'' .ni.. .1 Li-1.5:44 U-1.544 \ / /7....'", (// \b/;//// t i 1=1:1 t =to-,!x4 „-2.5::4 1-I-5:0'10) M-1.5x4 =11-y I 0 Y Y Y Y 7-0,;-U7 6_69-02 Y 7-0..-07 Y ,,-i1/4E0 PROFes Y i Y 11-1- 0_11 Y Y <;\ �kkGINEF`9 c1'4., 1-00 21-10 1-00 9 89782P r 77 1;.541:: 1'F I' ''.1'x1 1-LAN 2710 - :.5 ^7 .`.:Ale: 0._`770 �� / \ _ WARNINGS: RO NL'RAL NOTES, diem atomise noted: Truss: B5 1 Bueder.Ceradbnaunb•da should be•ddeedofell GbuM Nobs 1.Thisd si,pb..OeN upon the parmlen dwarf and a br•nbddduel `-9 OREGON Off`" and Warnings bean oondnMien wnanemss. building cenPpnnl.ApplisbRtr&desist)panmebn ell IhOpW Q` 1 2.a oompremian.:eb brains mat be MWMd shore sM.«n.. incorporation a/mmwn•ntb the ro.pentlMrye/9a building designer (�` 3 Mittens!temporary M ingtomuestabW(dveyodbbuGlon 2-Dear0.0.0welbel�endbeaamdwdsbbe laterally ronghebawdM "9,9 . 15 2 DATE: Nlbe niMosAMiet Me Cr..).,.Aaf.orsl permanent bracing of Zee sMN10•.c re us sheathing 05 no warm .4,h throughout ayc,gtl.by J 4.r„ i./f1.10'_5 the aieralsVWVreithe respnnabAyalIhebuRAgWigner pectWi iorMeta d•Wgrq kb soft d '^."°�°,. �°A UL P�\ SEQ.: K1253120 4 Nolead should be applied b anti wmpenen)0ts.00,aivaeng am O.IMO:mon N bunts the r yen.l0ly or the resistive aemrw« Signers ere complete and al no In.should any bads stealer no. 5.Design assumes buses are to be used in a nonarrevv embomment, TRANS ID: LINK, design bods be applied b•ny wmpenenl. and are for'ycandid,"d use 5.Conquer.ea.naynrelew,and esumesnenuoroiGnyler tM B.MaiyneawmnNlGsmyatYtuppoltadwwn.8hinerw.dy.d EXPIRES: 12/31/2016 aWMatbn.healing,shipment and nsleYlmn erwnpenoda 7.Design amines adequate drainage N pre,•4nd. 8.Thistles*Is rumisbed eatynd to the nilatbns rt forth by 8 Pale Nu1 s be Stated an ba Wel el but and plass. Me*b center June 8,2015 TPOV?CA In BC:2,wyed witch Will be Iun t.d upon remind. In.s coincide pith jobs eerier Ines etfte de Maims A51Tek USA,Inc/ConpuTrus Software 7.6.6(1)-E Digits n ramose.ESR-1 Sr I.E8R4988(baT.b) Thi- ie.i'n 1.rupart1 fr..4 c--mputec irlut GiEG 62LEL TT US. LC4k:i --".-I,IC.'TI,,N:. TRU..S :.PAN 11'- 1.:" Dios:: 120 mph, h-17.2ft, T•DLr4.2,ICDL=^;.6, R.2E 7-1U, T..: 4 DF 11.1ET: 'CAD DIN 71`1014 INCF2ASE = 1.15 t All lisi;hts), Enclr's.1, Cat.2, E:•.p.G, Mint:(Orr), E': D%'41;LT: 5l2!ED 21.0'O.C. I ad 'strati:n f:'pt.x=1.6, Tru,. Cs:irend f•.. And 1 ads Tr 6".617.4.1, .1790067 7- 1."CC. U.N.' LC...DING in the plane if the trues •nl,. EC 1,717 CI, "DP :Z.7. = 12'..7. HOE. LL( "5.0)`012{ 7.07 ON TCP CHORD- 7:.3 PCF OL co BOTTOM CHORD 10.0 P:F r'Sle end truss On -'ntinueu^. 4e.ling 4c11 MG. TOTAL Ir L .2.0 L 3 31-1_2 ..r 41501 tyr1:.=1 PC stud '-:rtichle.. On", 7-10, 20 P'.1 R 'f :r.-.'(05) Refer ro C.•mpuT:us ;able enc detail f: Thi, .m:.i•n pre;.tred from -m,;'at.r int cat 1_ G'7.0',..IEL TRUSS LUTiI1" „PLC'rICIZInw TRU 1 „FAN 11'- l.'" IL' .012 t433 10EMBE;• FC"..:ES 4('7F'GDFi_1=1.00 TCt v 1 IF 41......,1: 1(5 N . 5 CU::,01 INCPE,-LE= - 1.12 ( 0) 57 2-6=(0) 347 2-(0) 252 :.4 DF '182:`. s)::ED 24.0" 0..:, .. 0%LTA.* =(-502' :-q=(p1 3.7 3-4-(-'02) LOADb,3 4-5r' y 57 TC 7...713:1P7, ..UP(...7T = 1'"LC. JON. LL( 25.0)+DL( 7.0) 1 TC1 CI+)^L 22_0 F 12 L32172).:7, .U.1.'"17 E- 1_^C,:. 0.01. LL (:l LJTTOH..140113- 10.0 03F 1'11:-.L L0.D= 42.0 1 S 55:.'.1115 "VE7T t FC- H?RZ B!1:' '5.00.ED FERGPE:-.REAM _:•N:.N.__ 12.0" 1=.0^ :,(r1_.TI ON., RECTI".I4S RE _TIONS :IEE -Q,IN. (^PECIES, Snr••_ •-1..,E 7-I0, 25 PSI' 7 111.. ^(Ps) 0'- 0,0" -7 5'1"• -16/ 520 5.50" 0. 3 DF ( ...'1 C•=1, Ca=1, Ct=1.1, 1=1 11•- 1.1•' -32/ "2I." D,' OH .70" 0.02 CF ' 6201 LI1MITED 1TJ)-7',Z DC`S I101 2.PPL7 I'l0 TO TH7..SP:.TI':L ZEQUI)2ME(Ti; (2 IBC 301- '.KD IRC 207.2 N-'T 55ING OCT. c�� -07.175.'1, v 111657ION LIMIT:: LL.././1 0, TLL/1:^ 27TTOti CO'7D CHECKED 052. 1(40-F LI-E 1-85. TC" (1/1( LL 01.-FL= -0.00.^ @ -1'- 0.0" All d= = 0.100" AND '301T31,.1) 00 LI"E 103.133 ACT NON-C:F UP.ROSILY. MA,.TL CREEP DEFL= -0.00 ^ @ -1'- '.0" 711r..ed = 0.133" IIP..Tl.CPEEP DFL= -0.0 7" g - 6.L^ a11.-.Pd = 0,57,1" 141_1) LL DEFL= -0,002" r 1:.'- 1.5" :.11c'-ed - 0.100" 141.:TL CREEP DEFL = -0.003" . 1s'- 1.1" 1111...ed - 0.113" M:.% TC 70.NEL LL C%.FL = 0.03'" 2'- 7.4" '31'.:.>. - 1.1•,0" 1(81' 1.^013. LL DEFL= 0.00>" 0 10'- 8.0" M-.% IIC•3IZ. TL DOFL = 0.00 ' 0 10'- 1.0. 5-06-12 5-0..-12 112 1 1 Pins): 120 mph, h-17.7ft, TCCL=4.2,ICDL=u.0, _)C;E 7-10, 7.0^ I III-4X4 12 !3.11 H�.iiht-1, Enol.nr , ,at.2, E--p.7, I)RFRS(Di.r), " Q7,00 l,a' 'drat). n ft,tdr=1•t., T::uts (:)...finned Co. '-Ind 1.ad_ 4.0^ in the 21=01 -f the tru-r. .nl . WON z rl�a 6 r as --1IWI MI I I'�' c. '11-'2..5E4 ln-1.5':4 71-2.5X4 1 y j -0 -12 „-12 D y �o y 11-n1-CJ )• l-oo y ��ED PR9 � � �NGI I NEE,9 kv 2 -'y //89782PE 9' J N_"-11a:: DR 11("7 tN "LAN :712-1. - C2 ,, ! /` _� 5[_1 : 0.47 7 �r ff / / ��` WAS' GENERAL NOTES. teens Misr...04 40 ' W.�q.eeRramnm uabe anaa.eaafa.GemrtlNetn. 1.�TnmaewannwutlmNwmNewwnbtanannwn.brrx.n.Mi,�ut `9 OREGON o'er Truss: C2 . edam component.080 upon do petenaler.end proper 2.2M crrpaaabn web brkmg must be nbleM.d..vM1er.Kwan= -rwamnwmmp.ii.H erMlerublity alMe buiaiimhnprlar. '1:9 �'1pY 1 &�� J.Additional temporary amine b*lure stabile,damn oxen en T.0.Design and at 10 as*pane babaneMMm be*teratiy baud N T aO.and at 100.c.nepe0. unease baud *the ressemobiRT or.erector Manes.permanent bracing M �' R^euleea ern ls^glh M -"-.TE: ;/ ;2015 0.e-.rHlama-bnaa paamoraewEyamebueargdeagner .Mandan Wand `Ring miredd M)r.r. andmayanygt) PAUL ��� timing mired avian ratan.. DEQ. • 1:1253122 4 No baa should be applied lo any component dale aper all*edam and 4.*Masten Cl Imes a Re msp0rrisiey of lbs teepeelim acobadar. *Venn am coacae and N no erne spyla any bads greets Man 5.Design swum.mesas ere*be wed In a mrvmnaa:•mammal, TRD.N ID: LI1TK design masa be epp.w to any immanent and re far-dry naltla*n"ales S.Contain.*hes mmnlrolseerend awumasm.wppneai4ybrtM H.DeaprawumwkabeeringraNNpprbNaHLShenpr+Mdg.H EXPIRES: 12/31/2016 bbrFelen.nendh ' w� Ilse dr ra'abalMnerd eWal*hon ormmmnela 7,Duca noun.adequate aninega a prbndost June 8,2 15 dream 9ontehed subject b Me!Mations set forth b, 8 Melee Nab be located m bath lams of butte arra placed so thea eels TPI NROA b 8051,cope s of u Man 4:11 be lemiNad Winn rem** Ines ee*ea.14111 pint canter Noes. AiTek USA,Mc.ICgrnpuTrus SDMnRe 7.8.6(1 L)•E 0.Digits racl s*sire WSW***Chas. 10.Far bsalemnnse*er plate design.abae sea 050-1311,055.1980 881.*1 Thi.. deign Dr"e are; fr•41 ccerut"'c int al 1.'IEL TRU53"AN''r,-'EC.PARR .5'70-571-1713- 1.051 c0-57-113:1.0Id -,_:'_F=..!"TION` TR(111 SrI. - 5.0" I21 .701_ :L"-H2148017. 11.21u_ 1101 uDF,C1=1.00 TC: _ DF "1:275 ItAD POCATII,N 114727010:2 - 1.12 1---) 01 67 -5=I-2301 '9 5-3A(-4,11 67 1..:: 4 Di 14;,T :.PACED 24.0" 0.:. -2-1-•,a) 2:10 ,-'_(-:.1) 09 1-4•••••( -1.1 .1.0 ._.:s- _.4 De' .T:.110 .-i"1_1') .. L'7211)ING C LA117P'S _1.171`OP? = 12"OC. U.N. LLI 25.01+011 7.0) .:64 TOP CH0'--,D= 07.0 Kr LC LATERSL 31)0010 17 _2"0::. U.,.. DL "N E_TTC)I CHO.0= 10.0 221' RARING 1C,X "ERT 14:2.:11007 8P', REQUI1.ED tRG 2.51'. TOT.1 1.01.11= 4....11 P-F LC-IATIOAI.. :?3-CTI0N:- 02,,,TI•.1/1 :IZE 11.IN. (Lt£"I012) v-,.e.. 1-.3" 0.0" 1'- 0.0" -71/ 5..3" -1...,.. 610 5.50" '1.00 OF ( 625) .2 5.0; OF I `251 .r. .,. -7. 7-10, 25 F"F P.f En.....IPs) - 0.1" -2!7/ i.cn^ 172"=1, Ce=1, Ct=1.1, I-1 ,. - 5.0'• -11/ _.. 0! 0H 2.00" 0.0. 13 ( 625; ,),,Aianc"3 1 i 7. ':d5 ha'e :non core.,.r:<: p thi: .,_irn. LII;ITED .TO::3E D''EC NOT APPLY 017E TO THE .,F'.TIAL 10110.1:.511017. OF It2 .701s. ANC II. 2012 NOT 8EI01 NET. ':E1TICe.i. DEFLECTION LIHIT't LL=L/:.40, TL=L'1'0 77..')T11!' CE/RD CH2721-010 0010 1011,LIME 16:.0. TC'a Ha-t 1,1 D'FI• = -11.002" @ -1'- 0.0" 11c 'd = 0.100" .0 .OTTCl1 CH0:0 LI--E L.".:07 :T NON-CCNCURf.EF.TLY. M1.34 TL C:'.EEP DEFL -C.ODe" 11 -7.'- (..0" All..++c1 = 0.1:'3" IIA" LL DEFL = -0.00_" @ 0'- 0.7" 1-11..,e...I = 9.100" N'-✓ TL CIEEP CETI = -0.003" P 0'- 7,7" 11.., 0.1;"" 1-01-0 1-01-0 r4. TC 7i-I'EL LL D FL = -0.000" F 1'- 0.4" A71110" T 1' 11115 TC :ANEL TL 0,5FL= -0.00." 8 1'- ...2" A11+.+ed - 0.10:" 12 :.00 11AX 14.711.I2. LL 01201. = -0.u_,i." @ _ 4.0" i L1-X 17.!^IZ. TL PEEL = -0.0"2" a .. 9.0" *iir,': 130 mph, h=17.1fL, TOOL=4.2,,::IL,...), :LCE 7-10, 9 7:-l1 Hoight.1, En.1 set, Cat.2, E-.p.L, II:1F;':(Dir), 1•:.d durati-.n tact:r=1.•7., Truss dO'.),..-.' f r:.in., 1 OS 111 the plena of the t...,.. 'n11. • 11-2.5x= l. 0 vl C 74 0 'f- Atil&. KA 1.11.11111 I 11-:..5`:4 71-1....,:-.4 1' J. 1 1-01-12 0-11-12 J. 1 ll 1-00 1-05 "-CI 1 J. l ry �ry 1-00 2-05 II/ "IEE FULL CEARIN.;Jts:5,4,5 I ����D fRVpeuV <4, ii) /024 89782PE r 772 w ._ 'r C: UR 1.101.2(..:4 DL 74 :.710-11, .re - J1 l". 0.67ar . -- WARNINGS: EN OERALIIOOE9, unlr«N140.wh..rV /// 4, 1.E..and end..074hactb Orilla be a4.M4N N General Notes I.This dwl@n b bawd bah apart ea belanwlemshown and b fa d halltadual 9 OREGON Truss: J1 old Am..Wenaeneu7 00777 npd taa7g common.Appbubbh Ndeweh Waft..an maw , 22.a mmpunoan 461 bw.g muew ward"mere aro"a. nconpotewn Nwemp4n.,4bMe,npwnMgMYOM.4.44in9 demTar ���RY � �� 3 Ad..nal1 11070 braW le tubae wb.el Wag mlbeurlbn z.Maigr 440)1aaturn.the lope.b76,177,00,ottom ee bbteiy braced at �� Is 712100aw108)4 of Me e.ew+AORWnal.amana,.lndryN 1..a end at l8 dee ra719eeMel unless bos.e cusho lthewb.glhbl /tL mMnau.eMant.wc,es pOweedmeau.no(IC)andler dnsmaleC} PA UL a\ 1,-.TE.: .:, /21115 Me overall Wudute b the mep5 stbiStr of the waa.8 OeoKrer. 3.2s Impact brNpag or lateral bac..required date sham.. SEQ.• K1253123 4 Ido646 04.4 baps..to aro vmpesm until alter SI bath.en. 4.InN.wron of rues b reepon.illy Taodd Iron. e...snlm.br bebenensare cemptete.ml et no boa should sha44 any ltd.gad Man S deign names So..are lobe wad in a rantsrresse emsrecimet anti TRANS ID: LINK deport bade be a...4an,obnpwnent6.Gei,gl�1oraw„meaY iw..�„NB•n.�,,,.pdw ban„snim w,.=w0.4 S.ComWT.sSac nocontrac,eradassumes rorespo.abilt,for the ,y EXPIRES: 12/31/2016 Yabietion.bander:shipment and eah1ebnn ofwmpaanl. 7.Design asst...adegsla drainage is sue vied June 8,2015 9.Ibis tenants hardened subpd i0 the P nneens en err,/W 8 Metes ansa be but.on beth faces.inns and feaud d toti anter TPIMTCA es 8661.oboes 0,410.1. upon 4444 Imes wino..'xdhleYrt caller M. 9, 44 MiiTelt USA.Ine.ICom Trus Sgawerc 7b. 1L-£ II Fare.00 conned. *sign i�w_ W 13( ) ,44*. saaa ES11-137 t,6011.1063 86.7.1 Thi, .rign i.rep ol,d fr-•n c.mputor input F ARIEL TRUST. `"HEICOU'CR W.rH '',0-514-7-:,3 I;;P.:..F.R -,P PCI FI :.Ti1 N' TRIMS 10?,N t'- 5.0" IF.. _012 :IAN MEMEER FORCE, 4W2-/GDF/cq-1.00 _C1-221 ca . ::.4 DF .138T. LC'.0 DU5%TION INC01i.;E = 1.11 2-i=(0; 0 -lR "P_.9ED 2:.0" D.C. ?- t--;6) 1 I. TC 0..TF.IAL SU^00'I. .- 1<":;. I'll, Li:SZK1 __ LAT LI T P1R- •:= 12^CC. 00N. LL( -:.0)+DL( t.") ON TOP CH - P.E" . "' ."RD 52.0 1.0 ING MAE7..T MAX H(:RZ PRG 1EQUIRED OG: E? .", . DL OC 00T11W CHORD= 1^.0 PS£ LOCAT It-IF •0,21I00 SQ.IN. (;;a:@CIES) RE=•:TIONS 0,50 '. X27,<. 12.0" 0.u" 2.4.1..11. 1.(')..12= !2.0 010 0'- 0.0» -2'' - - -1•:', r-H 5.50" 0.91 DF 10_51 4.0^ -11., X561' 0. OH 2.00" 0.09 DF ; 025) .0, 2 A:CE 7-1", _5 F:'F Roof -b.,-(Is) 2'- .0 -1o/ _ 0/ 1H _.00" 0.06 Dl I 'I-) Cs=1, C-=1, Ct=1.1, I=i LIIII TED 5TORiGE Ir,'EP NC./ PPL/ L•1E TO THE 'PATIAL FFQUIF.EIiTRtTS ....,7IF' 201_AND IRC :.012 NOT /PING IIET. -E1TIC:J. DEFLECTION LIIIITL: LL=L/;:40, TL=L/I'.0 iI..X LL DEFL= -0.00'^ @ -1'- 0,0" 00.114,Led = ^.100" PITT '.i CHC'<C HECKED EC' 1?_^:.F 1.17 1,'1_:D. TN. M=Y TL CREEP Or.FL = -0.0.13'• r -1.'- 0.0" I..11 •- _ •.133" :ND .01101,CHORD LI-'E LOAD '.CT NON-C2ICURRENTLY. 11.p TC P:,NEL LL LEFL = 0.0u3^ i 1'- 2.9" ..=.11..+e.: = 0.155^ E TC T:NEL TL DEM= -O.u03" r 1•- :.7" 1.11 .e• = 0-132" 2-^5 1 fM'.' I-101/0. LL DE", = -0.000^ l' - 4.C" ' - H09I0. TL DEFL -, -0.000" C 2'- 4 ^^ 12 9.0u 7 Rib I: 1.0 4._h, F,=17.1ft, ":CDL=:.i,EGDL-c.0, A::E 7-10, 1::11 Height:.), Encl's-:, Cat.2, E::a.O, KIM:(Dir), 1 sA 4uraticn f9<t4r=1.6, Trn;-. Is iqn*:2 f r :in, 1 ad:: in Ph=p1,50 f the tru_:. o01.. ro N c C ,0001/111111-2.5::: j 11 ^4 0-u1 1'I'"'102 POLL TEIMN ;../tajy _, 1,• 1 2-15 ���ED PR Qp �"�, � /.I 2.4£: L' Ht"T.II PLIN 3217 - 12 .00:[70: 0.'1',i ` � _\CP�!-N89G/7I8N_a_2E 'PFEAq /�29r WARNINGS: GENERAL NOTES. uM.aethww,N noted TIU33• J2 1..Owde:a o.aan<masaorshould wa&nodofanoeme.alwlen I.ThongniswaedonlyuponRapmaanoera.ncmandisforan40,20070.0 40 174/i 7 OREGON o'er i and Warning:bbra wnetrudlen aommeacaa. Wbdng pstrg.ner..AppepWly W design p.ra.nlert end props �.20sonwenion web tweing of b Wisest a/ms.ban.. Inpa'pp:one/pmpapatlth.r:perldWity WIN bultlN designs, �'.�G RY !G 3.Addaonst te�emy bracing b aaoegabWb,duig pmbuelm 2.W1gn aewra"sthe too and bottom UwN.b be ntaNN braced -9-, q 5 Q� n the reworelpey or Me arerew Ad 600 permanent booing of 2 a.o.and at f0 o4,.rtapedb.k unless bows tluerrpbout Reit Iambi by DATE: •/- '2'01 c N.overall Owe.[W Me rewo, .lR of bowl 25:Wood sheathing arab:onward ea d where a end.M drywan(BC). 11'' U �\ lye ,g designer. " 10 bMatl b,dglg m blttel bhang required*11,.ahem centred.• /`� SEQ•: I:1253124 4Nobadgwugbenppliedlea,kpmennentmulanxenbrewgond 4 Inetabeuo.a<eussnth. fastener.are compete and al no gene should:IN loads ets torbowealbanreorroaenwre TRANS ID' LINT: :son b:ab.roc.bwT.oenoaoo,', gneM then end ar��t nrellorf 01,or. dbenwt.epr,o..e M.eomn.nt. 5.CanswInonaswoodmlo.e,endassum::nyponaibpt,r the 6.00000afeunHsfdiabnnp.tYflgpob.tgnn.$benaxateea EXPIRES: 12/31/2016 nn.brrxobanding.:IDmant and a9Llnbon of[.1,00"..1 Ma:sx 8.111@0001 l btrobd w0je l to W.nrOebne set forth b/ I.Pates a:go ash fa a is and 8,2015 PW:pwnbbeaW aoWthlp.argues and pipe so thstr omen TPWyTCSre SCSI:owes ore igen veil b^borism@ upon:woeM lots oolnMs WMisid sa.nN Was AfT'ek USA,YIc.IOompuTrus Software 7,8.8(1 L}E 9.Diggs Indicate stag Riede b bases 10 For Weis connector plate peg:•aae•:e ESR-11:1,ESR-t9e8 gATeb) This C_:iyn :,c:ar= £ 71 -neater input :.^.IEL TRUSS -ANC''U7ER 147..:N 3•.0-771-7.33 201.100" >Pu0T_=IC".TION.. GDF/C.-.;=1.I.r "012 IIAX Hft1EER FC fCES IHR. .O^ 1.:: 4 00 •:1.,TR L^1.0 DUR::TI(:: INC:.G.'E= 1.15 1-2=1 0) 5=(-15) 13 :-5=(-40) RC: 3 1 1.7 "1'02" .''.C25 21.0^ 0.C. ..-3=1- '.) 1" i110:': '.:i 131' .,T?.Ur! 4=(-15) C 1'.--.DING TO L:TE'AL .01-^(,..' 0- 12 :. Uit2 •. 1 " 1 .0)..DLI :.0) 011 TCP C)Y"D= 32.0 017. -" '.Afh.".L .0>2 :9 '-- 12"C•:. 0'N. LL u1+ ._ ...TTtrie CHC':"D = 10.0 PIP HE=_`,IN: MAY.'.'EF./ !'';.X I.147%.0 HS.G RE.UIRED HC'.•..:.RE:. T'TAL 1A:A10 = 42.0 POP L(,TATIONS :.E:iCTIfn REACTIONS SIZE . IN. (SPECIE:') 1.2.0" 0.0" 0'- -40/ 29," -'.5/ :SH 5.5C" 0,27 DF ( '25) Ono.-.: ' CE 7-10, ..4 P_F£ £ 171:•,(?_) 2•- 5.1" -,,/ ,-• u, OH 7.00" 0.1: DF ( 625) 0s=1, Ce=1, Ct=1.1, I=1 LIMITED ST.,C ._ C/22 ilOT APPLY ^OE TO THE SC-.TI.L RF`3I EZI:ElOT5: IL•' 201' :.ND IRC 2012 NOT 3EIMG MET. '"ERTIC'.L DZFLE,.TION LIMITS: LL=L:240, TL=L/1:0 R..X LL DEFT, = -0.•,u-" , -1'- 0.0" All m..s3 = 0,100" :.T C.1,2:200D CHE":.ED FCC. 1CP:F LI'.E LI 4D, 11:,X TL CREEP 01102 -0.•03" • -1'- ^.L" F.11. :Cd = 0.1:•...," ADD SOOT:"CHORD LI-E L,1.D. ACT IN<N-.11CU'.:ENTL.. Af.X T:: PANEL 1,L I,E a-1• = 0.0)5" 3'- 1.3" 11 "( = 0,1 " ` NAX 1: PANEL TL DEC'L = 0.006" c 1'- 1.3" All ", = 0.1:5" '1Y. 1:k'TZ. LI.Mit. = -u.000" - 1.3" 01-V 7 0-03-1_ M"..X 11,:•:.U... TL DEFL- -1•.000" . - 1.3" T f 02 :,in l: 1.0 41,31, h=17.1Ct, TZDL=1.2,2CDL=6.0, 20:E. 7-20, 00 :A11 I'uic'ht,), En:1. " , .:et.2. 0:,>.2, 111(00':Sir), lc,e1 -,urati:!. facts=1.':, Try,. '...i7n-.1 f:rr -'nd 1•.eds in th. ,•lane of t„v trues cn1 . :0-1.1:.4 4 y 0 ; ''''' i i i • m: INN I G 70.1-4011 5 1�1 ' 2.5:c9 i1-1.2.x4 1 ) 1 -01-0" 0-u7-1: 1-00 --uS 4��ED P R OFFS C'.. .. k.Nc'W E -'9 s/D2"Jfr 89782PE J" �:E. .r aoaral et:.N 3710-2. - "_ ",ale: 0.:207 r♦ .', - i WARNINGS: GENERAL NOTES. wisxalnsnsbe notee' I.. 40 7,Sadder end ere:aan wigwam Abut be an bad of all Genial Notes I.UN datgn is baadedr upon me perxna,ess Awn:and,.br an ot.aal A -74,/,OREGON . Truss: J3 alb Wamaga before mrrirucaon mmmmot building amnponent Appecabdy oldeespl Gem wield Nb pop., "! o' Q' 2,:.•FrnnpreasM„eb bracing mW be iatalled..Mn Names ieorpmaaan almmpanaNblM raapelWbiptr el(Mb ldagdNgn"r. 4� /f ` V l A3iSmal temporary Wining b vase abbeilf during caentrucdan 2.000.Desigmune.0..,the by ail bottom Gorda to MNNS410 bread al 7 AIRY •1:7 ��j. Dela red atFApbr tat Me wstla.Adalenal psmNnsnl bncHpd 7 oc and at IR a.c.rppacbey wane WN gnxglaul SMabglh 1 V l',sTL: ,•:/...015 lxo-eaallNucbrcrmereeinowney0MeGNAW 11n,0,0. a.NnudaNgeworeNhing NNasp/.•aaddredwh0000,n,We ething(70) rdryvnik6C) '°AUL �` 5.In bwa bof Ina or SA re br.NNWwe m Neiman* shorn - SEQ.: K125312" a.Nabas a. be complete an.* .nd.0 to time component well after lade realer ani 4,Desiwnan ssumesabwwe to be ederonmarm ire eiw00 Wieners we mnipafesMxno ode esvrd any badapealer Man .Deign assumes ouxen-dux uaana ron<alfor;e arc.,renmex, TRANS ID: LINK do beds be swami l0 0ymnpanenl a.ro.rea,V4>1000gllae-dux 5 Compulha<be.ra=IOW over anagnomes norespanidlnb•lx °"�'°••"n°ebdiiia"°xw'"°°""'na`.n.6nen0,1009'" EXPIRES: 12/31/2016 memeaYbrbtbn.lnM wmbd and lneweenon of components 7. ba• Males Owlmaaaedanbo0equate Mcesage el owli June 8,2015 s.This Ce,gn bfumNea aubfc,tro Me aNbdons set,•eines vbin Nealalanled an mnrauedlrun.and paaeeo their ranbr 7171,V7CA in SCSI.wow al'Mich mil be kari.bed upon request Inas coincide dm pees eanbrams. (11Tek USA,Inc./Co T7ua Software 7.6.6(11 e.Fipda 0Nute 0004We pleto de MINN 1^Pi 1£ Ig.Forbeab•anneaar date dolly,•ieines see E812-1311,EBR•IP?.!(a9Tak) Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 1 3j" Center plate on joint unless x.y I 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property 4 offsets are indicated. (Drawings not to scale) Damage or Personal Injury I Dimensions are in ft-in-sixteenths. 1,140, Apply plates to both sides of truss and fully embed teeth. 1 2 3 1. Additional stability bracing for truss system.e.g. TOP CHORDS diagonal or X-bracing,is always required. See BCSI. �1/j 6 wIIIMINEIBEgm2. Truss bracing must be designed by an engineer.For 0wide truss spacing,individual lateral braces themselves �� 4 may require bracing,ors alternativeeredTor I pbracing should be considered. 1� 3. Never exceed the design loading shown and never EelIN 1011 U stack materials on inadequately braced trusses. ~ O 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate �— designer,erection supervisor,property owner and plates 0-Ora'from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. This symbol indicates the JOINTS ARE GENERALLY NUMBERED LETTERED CLOCKWISE 6. Place plates oneach face of truss at each �� / 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 'Plate location details available in MiTek 20/20 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. software or upon request. NUMBERS/LETTERS. 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 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 23b2,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 Southern Pine lumber designations are as follows: 12.Lumber used shall be of the species and size,and ,. in all respects,equal to or better than that �� Indicated by symbol shown and/or SYP represents values as published specified. by text in the bracing section of the by AWC in the 2005/2012 NDS 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, BEARING or less,if no ceiling is installed,unless otherwise noted. 15.Connections not shown are the responsibility of others. Indicates location where bearings 46, Indicates occur. Icons vary but 16.Do not cut or alter truss member or plate without prior ■r reaction section indicates jointMIlliiii Hi iii ©2012 Mitek®All Rights Reserved approval of an engineer. number where bearings occur. 17.Install and load vertically unless indicated otherwise. 10.:__ Min size shown is for crushing only. �� V 18.Use ofteen or treated lumber may pose unacceptable environmental,health or performance risks.Consult with Industry Standards: project engineer before use. ANSI/TPI1: National Design Specification for Metal IVI19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and picturesj before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. lit is not sufficient. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, I i e lc 20.Design assumes manufacture In accordance with Installing&Bracing of Metal Plate ANSI/TPI 1 Quaky Criteria, Connected Wood Trusses. Mitek Engineering Reference Sheet:MII-7473 rev.01/29/2013