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Plans (65) /il 5 7`•'o/G -6() ,/ 2_s-- "sem, t- " Ct . NOV 192016 ...J7 1-2-8 JACKS 1-0 O.H. 1 1 1 1 1 D.R. HORTON . kill I PLAN 3724 `8" GARAGE LEFT 4 ) 1 • V' 01 ,#u0 `°LL; 5/12 PITCH (MAIN UPPER) i-0 O.W. S/i2 PITCH (FflONT-FACING GABLES) HATCH 25# LOAD 1 I � ►f FAIL ARIEL TRUSS t L B 574-7333 DRAWN BY: ,.6KEVIN LENDE Cr''''':)‘. ini.iii Ir �19-05-08�... 33 MOt� Q� 'iii SPAN ADD STRUTS N f 3RD CAR OPTION Rlb .....,..� 81 y k G.r.a '$ / 1. 5-02-12 y 5-02-12 9-00-00 -06-08 r SPAN SPAN10 r 0 _ 19-05-08 SPAN DROPPED GARAGE 0 G,?.. n a 0 K 7 r* 3 n a a c 7 NG H 7 t • C) 1 L. D.R. HORTON 1-2—B JACKS 1-0 0.H. PLAN 3724 °B" S l l 1 . f] GARAGE RIGHT 0 .5/12 PITCH (MAIN UPPER) 4-0 O.H. o C4 6/12 PITCH (FRONT-FACING GABLES) MATCH es tit 29 LOAD C < t> I e!)01 � , ARIEL TRUSS —1 574-7333 ( L° Y( DRAWN 8Y �! KEVIN LENDE I!2 Nog AS. ' 4GE .iiiik c.6 NO (.H. 3i rOnmq '?:47; , —- --(1 — - i, �� ��I�,' STRUTS SPAN ��/ _ i — d 3RD CAR OPTION 6.E. , y y -02-12 y 5-02-12 J--— 10-i•-48 9-00-00 SPAN Ft 19-05-08 NMMMMMS DROPPED GARAGE '. SPAS' 1 0 a 7 M 7 1. r+ n n a V C c -i mC c w 0 n Re: DR HORTON PLAN 3724 B 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: K1279038 thru K1279052 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. c°,1/410 PROFe 144 �NGINFF9 /0y 89782PE ,4:1-74,,OREGON,$)^. qRY 15 (<,42- p A UL <,42-MAUL C;NJ tX�1FiF.�: 12 iQ 6 `L June 26,2015 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. dtt17n I.re}--c t.: firm -'el.uter input b_ GFEG :.F.IEL Trus LUliEER SI3 IFIFA.I..N,. TRU:: ,.IAN 43`- 9.7" van:: 120 mph, h=20.7ft, TCFL 4 B'DL=. 0 :_.CE 7-10, TC: . DF t1 BT:' LI,..D DUR.TION LNCREA(E - 1.15 (All Height: i..t._, E-:,.2, •11FRS{Dirt, L.. 2.4 OF 91.1Tr. ^PACF.D 24,0" O.C. lca? durati•n�factor=1.6, Truer. .:r;•igned fnr wind lewd:. TC L.`.TFfuAL .?JP:••n2T <" 12"0C. UCN. I.`4DING in the plane of Lha tru•.: ,el.. 3C 1 TEt7L rUPF-^T = 12"r•7. 1"N. LL( 225.01+01( 7.0) CN Tu:'., CH",..D - 22.0 P CL CI, BCTTO( cH.tiD " 10.0 P.F T3TAL LC:yD = 92.0 PSP Ga. t "cd truer cn c nticu ue hearing ..11 UON. ; Unbalaresd 1>_-v 1 +d a-:e 1-len I1-1z2 or a Nal typi^?1 at ttul tr.rtic•1:;. ronsia.rad fez th1:. i;n. Win:-d: Ai CE 7-10, 25 PSF I.if Sn.r�{p-1 F.efer to CompuTzu: ...Able end detail for C.,=1, Cesl, Ct=l.l, I=1 oontll•.t- .te:ificationa. LILIITED<:T,,GAGE DOES Nnf 3,PPL DUS T<. THE SPATI1,1 LEQUIi.ENENTa OF IEC 701" AND IF^ 2012 NIT BEING 1IET. COTTON CH.2S.D CHECKED FO:1 lorse LP:: 17AD. TTP AND BCTTOli Chi"D 117,: LC Nr.:; ::^-T !ION-C'NCURIENTL:. 21-1n-12 21-10-12 1 1' 1' iu-1st-1z 11-00 11-00 l0-10-1.2 i" I I 1 1' 12 1111-4x4 12 r.o0 h' - X15.00 / \�- 11-3xC(S) \ 1I-3x6(3) -----''<---.------ haws . 0 td-3x6(SS I.1-3)C5(8) 1 11-2.5x{ o �<-'' • • 'FFs, y y y ), S 15-11 11-11-08 15-11 R 02 1 0 42-09-02 •• ; `E "9`. J^13 11:.0E: Dr HOP.TC(( PLAN 3724 B - ':1 �` �� --•'"J WARNINGS: GENERAL NOTES, unless otherNbe noted /_Z7\ Truss• Al t.Builder and erection sonatas should be noised of all Genera Nobs 1.This design is band only upon nes persmebre shown end bin an nam .-.. 1 end Warningsbefoream ammo= mends building concordat. ofdna.mandbnandproper 9 REGON 2.7x4 cm•ndhen orb bnoig must be installed whore shown+_ m inoo,poraaddrhu oneenooaistha dspanalb6tyaen.building deaip,.r. A Q 3.Addbk,Wt•"o'",•7 hnnogbbww.gabby pubo mnMu tion 2 Design asees the top and bottom drordsto be brawny blend. �'�,Q 4liy 15 � k,�� r. is the hespamipfdr of be erect.Addibrsi pemm,rm bracing a Z'o.c.and al 19 on regwcdwly h.a...bwddtM,wp,eut Gori length by TE: :h,•:'6/2015 dh.overall neon*is an n.ppdwNy m the building Melon cannons sheathing rna baring onadwhfe shown s d,yweilteGl. /1/AUL r` A hin,ptionact ofgsga the reapbngreSWn wpm*. p.Norm b I" SEQ. • K2279038 +-wawshould b.,ousted•.mdnror»ncuhe,.n.r.bpeeroend 4.xw.hadrhwr>ti..:d»,.,prn.tadyan,.n.osti�.,dnm.wr. Wieners a.complete and at no tae*add any bad.amen than 5.Onion epode truern en le be used in to roneondi+s em.ennr,t. TRANS ID: LINK design baahaappNwbanycrpmwd. .ndr.bayer.raa of a.. 5.CumpuTw cd control over end nouns no rewa+hbHty br do 8.O••4A.ssudaM besting at al supporte aM"m.Shim or'nhdgwd mammy Conten handing,shipment and bebHUen ofcomponents EXPIRES: 12/31/2016 7 Design ' "°°e eda °""°ues.e June 26,2015 e Tisdrp bfwmhe0r DlsUbteNN•Noro sstad Fy e.PlatesOWO cdmbo,nnon of prendend placed trot diner TPIANTCA in SCSI,copies of obid,MN be haniand Won anon eros coincide pint parr bre 9 indica*Oaf of MiTek USA,IneiCompuTrus Software 7.8.7-SP2(1 L)-E 0.Freconnectorbeakconnectorpleb b Mahn ppb design Mhlesre ESE91311,ESR-1"98(fb'TeRI .l'n 0rel-.red fr-m t•-mput=r in•ut ) LU1ILER 3PC^I FICATIGIS GREG 3J IEL TRn - 140 2..4 DF EICBTR TLUSF ;FAN - .... 1-I: -..:4 OF :1"BT?. LOAD DURATION INCREASE - 1.,15 Z43 2012 %A: IfE11710 ?LAZES ![FH..'GDF,'CG-1.00 l4EB�: 2..4 DF 3TAI1D SP':^,EG 24.0" 0.;. 1- 3-(-41;91 113 - s:(_r'9) 1716 •=(-41z!) 110 1:- -_( -411; 123 -1J-r 0) 50'•2 •={ -J09) 133 :=(-I1�`) 123 LC:4DING 3- 4=(-3-52) 100 10-11=( 0) 2;,51 - 'i-{ 0) 61•, ._ TC :„.TER?L _UPPOC? 12"0::. VON. 4- 5-(-'151) 153 11-12=( 0) 310. -1J= T: LATERAL SUPFOr 12"O:, DON, LL( 1.1..").1314 7.01 ri7 TOP _HMO- 32.0 F F ( - ` 1 291 DL Cr DOTTCd1 70.RD = 1u.0 PCI 5- 6=)-3392) 1:31 1:- -1-77) 75• 10- 5=4 -22) 1291 v c-•*.HA.N�. 11- 111 ,2.0^ TC,TAL Lr'O = 12.= P3F '- -=(-4992) 111 5-11=( -24) 1'1.� 0.0" 7- =(-41'67 1:5 Sm.,: AS. 7-10, 1' PJF Roof 1now(Id! `-17-4 0) CS.r :IT 1, H2e1 to plat; c-rn:•r = _.75" Ce-1, Ct-1.1, I-1 BE .Ii!r_ )1AX•'Z0T IL.: Hr'-2 CSG EZUUI",ED En; :AEA 8')TT(sI CHORD CHEC,ICED FORA 20 Pg LIi%ITED STOr.AGE LO" TI7REACTIONS GEACTI'4IS SIZE SO,IN. C;_ECIES) Lr 0 W:3,D 1:T LYATI•'N(' 3'- 0.0" -,:5/ 2092` -1-'0 1359 .30^ DF ( 615) ) D ISI FI EL em I€^_ 2012, i3._ 9.5" :../ 1.'c 2.. 0/ THE BOTTCI5 CHORD OAD LOAD IS :;MIt*IMUII h^ lu PCP'. OH .•,0" 7.17 D^ ( 6_5) VERTICAL DEFLECTICH LIIIITS: LL-L/,'0, TL=L/1L7 IIAX LL DEFL - -0.002" R -1'- 0.0" All=weI = 0,1^0" MA, TY CREEP LEVI = -0.,,0.^" 0 -1'- 0.0" AlC,,wad - 0.133" IIT.' LL ET.FL - -0.:5'," E C'- 1.." Allo"ed - 2.144" MAX TL CREEP LEFL - -0_1' 1" Q' z6'- 1.6" 4,.11'.rec - 2. .,, MAX H'IRIZ. LI, PCFL = 0.100" S 47'- 4.0" OA' 900I7. TL I161 - 0.169" P 43•- 1.0" tlind: 1i0 mE;t, h=e0.7ft, Tr•LL=4.2,ECDL-'.0, ASCE 7-10, (All Height'), Er,..1c•ei, ,t.2, Es.1.,., U'1F:-.i(D ;), los-i Jur=tion factor-1,1, Fru de ayned for wir,.) in the •l,ne of tot, truss r.n1-., 1e.- n 21-10-12 21-10-12 1 12 11-00 7-Oo-1a 7-70-01 6-05-1 F- 11-00 10-10-12 T 05-15 7-1 7-0a-13 1" T 1' T '( s.ao 1111-6x6 12 �l 5.00 6.0" 5 11-2.1x4 ,� ,• •, :\j� �� 4-2.5x9 M-ixr(S) 11 x] 11-1.;:x4 \ �7 MH3-`x12 �j � 1 1. x9 �'�.. tIHF-5x12 N In 11 _.. 1 11-2.5x4 1I-4x3 i, r. it-4x�� 1..1-2.5x4 0 F1HS-2x12(5) 11115-3x12(3) o1 PROFS`S> 10-03-15 7-03-15 0-05-13 7-e.2-15 In-0 15 GINS i L 15-11 11-11-OR 15-11 y (t-4L �N FR 2 ` 89782PE 1-01 4,-0 9' JCS NFNE: D°; Hr1T'IN ?LAN 3724 E - A2 G / Scale: 0,140, WARNINGS: GENERAL ND7Ei, _ Truss A2 '.Buena and«acronmwacm..nouwb..p yderap0„x,,,rose. anew and NOrtppawwnnn.**.ea mann b. 1.This despn h booed only upon the mamba Nano and h for an irefnieirl v - buW'oranono'nerd.ma.istdyddesgtpa'aoffa end proper -9j/_OREGON O^ 2.2x4 conTrewion nab brepng mut be awweed where dtw .. nooTmafonofmngonaalw the raaponaiggy of fa Wldinp dray"'. V A Q` 3.AddfapnallMnporary er.dremndh..debility dhrbq mnwnrcaen 2.Dadgn.wunn.aew rap sad bow"ulwwbbb.hrrap brayden �� &•RY 1 _`�" D:iTE: 6/2•:.201_` hew respcosg11ryareed aracbr.Adddorolp.rmwnt bracing al To.e.and et t0'on.ream:Wey mass braced eaatywat ewe lenge.by V ere went ebuNrew Mreaponebab.reed design... mntlhatawswsM'sg.relynplywed sieseep(TC)endrord7eea(BC). ` SEQ. ; K1279O39 d.No bad deubaappa.aroany comiwroa w 3.2*WWI bridging or Waal bracing rpwradWare shown,. tr nA/� lsabrrre an bredng en! s b lags a.arrow haw nedenebr.4 n o respell.conaaator P�•1�L TRANS I D• LINK .enrols'end el no rine should any bade gross'Ilan e.Design.Name.Wawaan to ba wad in a nonearre.aa environment. daalpn load.la pppWd b any WnaloreM and an for'dry oardlwlf of we. S.ConquTnn lea ro rwrns war antl aeaurries ro napnMlblMy(ores 8 Drage aewrreas na 04.00'at w**ports shown Shen or wedge d Con/Pan .dhpawreand neb11saer,drompen.,,b. ro 8,,0 EXPIRES: 12/31/2016 S.TAN whb(erdb aro lmimtlom ad fodh✓ry 7.DW d..gn h Sdniahed Design assumesadequateono wefin a o provfned bust TRINVrCA In SCSI,copies of with udl be mewed upon**RR. 8'Plebs slut be bb AR onbdhawe of bust ma phuaa,eros era, June 26,2015 row.eeindde wan ARA wnbrarot. MITak USA,Inc.lCornpuTrlw Software 7.8.7-SP2ryl)-E O. indica.We d plata(^++ehea 10.For bash:connector pbk design-aMsw ESR-1311.ESR-19118(Web/ Thi:, deaiOn Ito'--red frim 9Arguter input t-' GIB.: ARIEL TRUS: TRU" :;004 43'- 9.5" 10': 201.2 MAX (EMBER FJ:.CES- 4UR/GDF'eq-1.00 TIMBRE 4P DE "1..TICi!S 1- _-) 0) 43 2- =(-:.d) 74" 2- 1-410.) 73 12- .m -'10) 140 IC: 2 44 DF '!1.ITP. L.AD iH1SPACED I24.0"£0. = 1.1.5 - 1-(_41:7) 73 .-10-( 01 311: `- 9-( -407` 1"b4 7- (_1222) :1 I IC: 2_?. DF x'15 ETR SPACED 29.�" 0.�. 4_(-3 1) -0 10-11=1 0) 2::-1 0- '-( 0) '-( !4EB.: -.t CF 3TAN4 L"A!ING 4- 5-(-3122) 101 11-12-1 0) _14. '-10=( 10) 112 5- ( 21':) 102 12- ^-(-30) 1701 10- 0-i -1, 130% TC L111. 0,L _UP )::T = 12.rc. urn. LLC =--5.0)+OL( 7.9) (X7 TUP CHGRD = b2.0 F(.F7 (-_227) • 5-11-( 21 121 B.: L`.7 o'AL SUPE •°T 12" C. ICIi, IL ON PC'TO(AS CLCRD - 1u.0 PJF 7- =)-4222) k1 11- 6=_ -392, 1,4 TOTAL LC - l .9 P;;F "_1_-( 0) flc (+YERNANGS: 12.0^ 0.0" Sr. "..l.CE 7-10, 2.` 011 1nc.r(Ps) BEA!;IDG '1:;X "ERT Ito: HOZ 293 hECCIP.ED -R, 1.0EA Cs-1, ,-;-1, Ct-!.i. 2 I-1 FRACTIONS IE.*"TION:: SI:.E 30.IN. (;,_0..101) LI CATIONS JT 2 H• i t.. pl.ere corner = -'.75" 0'- 0.0" -40' 2055" -131: 13'H 3.5-0" 3.29 DF ( 2=) • ADLL: BC COW; LT+PL= '.2.s LE, (i 21,- i0.`'" 43'- 1.5" -19/ 1': '.4 0/ OH 5.10" ?.1) LF . 62`3 I:TVA: :n( ID CHEC):ED FOR A 20 P:,F LI!HITED ST2,1(AGE LI',"E LOAD .7T L'."ATTT;N(3) 'PECIFIED 00 I3C 2012. THE EC'roll:CHC^.D DEAD LOA1 IC F: 11Ii(114014 7.0 10 TSF. --Ep-TD-yL DEFLGCTInN LIMITS: LL-L,2)0, TL=L;1::7 ,IAP. LL OEFL - -0.002" 74 -1'- J.0" A11o..Ed- 0.100" k1FX TL CREEP ()EFL - -0.0.02" 0 -1'- 0.9" A11::F,.au - ..139" MAX LL POOL - -0.254" ': 21'- 5.1" .-.11.-r) - ...144" 1L1X TI. •'PE0P PEEL - -0.0°5" • 2D.- 1.i" A11r.,••i = 2.1. M M111.. LL EIFL - 0.09'" @ - '.0" t12.SX HOW:. TL IE FL - 0.16'" 0 17`- 4.0" idind: 1_0 e)h, 5=20.7ft, T..1L=4.2,BCLL-6.0, ?.SCE 7-1F'. (A11 Heights), Enclosed, ..t.c, E:-:P.'. ,I0001Mit), lcod Inn-.tine f87.to'=1.F, Trus, de:i7nc 1 for ,..2nd 1e: !" in the 4.14n, tf the tru•. -n1_. 21-17-12 21-10-12 11-00 11-00 10-10 1: la-la-12 �( T .1 7-01-12 7-S0-n1 ::-05-15• T 0-05-15 7-1 7-Oo-13 i' T 4 4 1 1 12 I IH-6x6s.aD 5.0' c..7" 5 t.. 5 .fe. - : 2-1-2.7,x4 ' .5"� - . ..M-2.5x^_ / 1-3x11 t.:-..x,.. // . --'.7 .,..- -----:..',..:2",-,11-1.5•44 y '..� 4 M-1.5x4 MHS-5x12 / M-1.5x4 M-1.5x4 1 :- 12 q ..l �k. `:� -- . I ; . 4 29 1n 11 1 a 1- .5x4 M-4:" 11-4Xt-2.5x4 QED PROFF y 1 H.-3x12,y ♦c2.sor j 1s-x;:12(s) 1- n y \cD NG►NE��so y 7-0?-15 b-0°-13 7-0.5-15 10-n3-15 ?i 10-0 1 j y y S' Y 1=_11 11-11-0' 15-11 cc. 89782PE r y00 43_,12_00 / JOB Ni-4o: Dr. HP'-TOP kL.A" 3724 E - F:3 GENERAL NOTES, otherwise noted- tee OREGON2" CO WARNINGS: rsshownad is for en Id'nidud , Q' 7..nd Awnimsb.eneonnaceor......duindNM(ismnl Nobn t.Ties boding ..p..n is .1.rade upon ems' rnaMwap.r &/ ! Truss: A3 er 4 comer�„erye brea must be instated W."'9 mn9om Aw."6* ertg"T.'. . k dm wp n(�,. NYa�.huyb"acedst 9 'CRY 1 �l �.�.�,.�."��h'.�'�.,.�a�.d„I,m.sh.�r.. z D,..,,,,,.�...,..>o.nab,«inchords,sa�...��.�d� Addb.n.Item rbr.anEloin....l.bda.a..'Emn.kum.n Z.s.ndeIDa.er.. kn,Nmts."e'r d"'I."��y k °AUL PSS s is the,.nanabidy Mar erecter.Additional pemenent bracing of continuous sheathing won as plywood Y eathi gTTC dryeell(BC). I;ATE: c,/2:/2011 the sweet etrueno.kite n,,,.r iltty of the bulking designee 3 2!Impact bridging et Interim Sewing required 4.No two should be waned mp d . mmmlEm0 l'9.all b....2" Installation4.Installation d truss is fro n.WwLwawa.nNIy of owawa.=mt."r. SEQ. : I:1279040 beMenenmmoMeandednscmesho .l�sgreeterthan s 0. s�""e"�.°e. Bbeused nanonoo o....wno nen, and are fer"dn*oration of use. TRANS ID: LINK. a"w"n.d°a.pp"dme"k'oet'ee"tde.Design..,,n°°1kA°°"'"E".nNOPe's Mi.".EAMorwedge° EXPIRES: 12/31/2016 B.CerrpuTrw basmmrerW cooed.aeume.mnRarNalRb brae necessary. labriottion.h nde'E.,Npmentandlner.""nefme'pm.nte 7.D.erg names*Wow*&No *ProJune 26,2015 e.This deemirftw:,h.dsu tmneImita"n».etbrnhy B plods . h..helm.neer,heetboe.atnse.andplacedmb.ecenter TPIA0TCAin BOW copies of•.1ech me be Meshed ups.l..Meet. Ines coincide with joist center Ines. 9_Dmits eidicate sire of{late In Indies MITek USA,InciCompuTns Software 7.8.74P2(1 L)-E 10.For basic corned.ewe*Wen wines see ESR-1311.ESR•1983(rank) t Thi. .eeism Fr-pared Fr:el ..-_mputer in,^ut b• LUNDE°, .1,rIFICATION- GF.EG `.KIEL TRUST T::: �i D:- #I- TI TC'l$, C1".11 43'- 9, " 1, D DURATION INCREASE - 1.15 IBC 7.012 MAX(-1 ME::JBER VICES 41JR,GI F'Cq-1.i.0 CC .:4 07 #1;Br:. 1- ._( 0) 72 10=f-12! .317n .:E D Ttitlp S1'10ED 24.0" O.C. 2- =1-419-') 72 =(-4199) 72 2- 7,(-1190) 72 10-11=3 0; 3177 10= -407) 1 L'.=.DING 3- 4=t 3;O:J 5, 11-12=( n` 7277 10- 4=1 p) 3? TO LATERAL U C.T - 12"(';, OCR. LL( :.5.0)+DL( 7.0; ON TO.' AHOLD- 2.0 P3F 4- 5-7 210) 100 1.-13-( 0) :135 3-11-) -5•,.) 11" ICLATEC1.L ILIPIA 12"M. DON. DL 5- '-"210) 100 13- t,14EOTTt}1 CHORD - 14.r• PSC 5-(-121 ...7:1 11- 2=( --1) 1317 0"Lf.HAiiG:.: _2,0^ _2,0^ TOTAL 14.1.L, = 42.0 FSC 7- 3-390: 59 5-12= - 0i -1) 1.317 -(-419.1) 72 12- 5-( -.•)4) 11., an-, :,SCE 7-10, 25 PST !eof 2rr:w(7.) - �_( Ol 4? x_12=, 0) 62? Sn- JT Ecel to ;lat.z coznar = 7,75" C_=1, Ce-1, Ct=1.1, I-1 13- 7-( -q0-,, 1;1 I.DDL: BC C(NC LL+DL= 52.5 LB., 4 21'- 10.;^ BE".:IMAX .B7O MAX HGRZ EFS REQUIRED ERG AF.E) LOCATIONON S BEACTICUS ;22.I.TICIC 8I2E SQ,IN. (^PEcIES) :OTTCAI',HOED CHECKED FOR >. :0 CSF LIMITEDSTCF-AGE D' 0.0" -4F/ ..0' -176/ 1,)) 5.50" 2.70 DF ; 2') LE"E LOAD AT LC;ATIC1:(S) SLECIFIED BY ICC 2•,12• 43'- 7.5" -44 205:- 0/ OH ,"0^ 3,.'7 DF ( 5251 THE ECTTCM CH:SD DEAD Lr'AD IS ;, MIIJIM''M Or 10 PRE. -'E^TICAL 1-IFLECTION LIMITS: 11-1/240, TL-L,'100 CIA':' LL DEFL - -0,002" r -1'- 0.0" <'All:wed = 0.100" Md', TL CREEP TEFL = -0.003" @ -1'- 0.0" A11c.;e1 - 0.132" MAX LL DEFL = -0.253" C-, 17'- 12112-ad = 2.1:4" MAX TL CREEP DEFL - -0.594" P 17'- 7.," ,:110-•-.d = MAY LL DEFL = -0,002" @ 44'- A11.,...od - 0.100" M3,.TL CREEP LEFL - -0.003" @ 44'- I,5" A11- Pfl - 0.1:3" MAX HIRIZ. LI, CIFL - 0,0'2•" @ 43'- 4.0" MAX H0J'It. TL CEFL = 0.135" i. 42'- 4.0" Wind: 120 ml,h, h=20,701, TCDL-?.2,7.^DL= .0, ACCE 7-10, 21-10-12 (.=11 6ei4ht$), En^ic=el, ;r.t.2, C.p,G, iffJ?R;;(Dir:, I. 21-19-12 1:,m1 lured.,r1 f3ctor.=1,6, Tru:, d=eigns. fer •ind leads 1. it-OQ in the pl=ne of tie tru-.s onl_, 10-10-12 11-00 10-10-12 7-06-12 7-10-01 ,:.-U5-15 ,7,-OF T lU 7-t„-13 12 5.00 " I IES-6xE 12 v O^ ..X5,00 5 .1,5 . , II-2.5X4 �---5,---. �` `� \ r/ \ E9-2.5x4 ii-:rx6(y) �/ 3, �� --41r›, ti 5x4 1;-1.5;:i.„......--7"----/___ / / �3 _ /--- :'Hs-5x12 , ��\�,1•l-1.5x4 T / N1-1.5x4 N1-1.5x" \� •Effis-5x12 i SO 1 t C ii-a.5x4 12 w fi 4::' 41-4x6 11-21.5x4 I E1H -5xlt( ) y, 1 3-5x12 t9) c O y 10-03-15 15-11 y 7-0? lF y y ;3-05-13`0# y y 0' 15 y 10-0.-15 y \�J V1 EFn.9 0 y 11 11-0: 15-11 y ��.? T 1-nn 93-nig-1? y y Q 89782PE r 1-00 JO: !!7.141: Cr. HCRTON PL".N ;724 E - A4 / Scale: 0,1111 `�'��"'J t1fARNWGB: GENERALNOTES, unlesso5wrwlsa noted: \ _.,_._ Truss: A9 ' and ia�•^ +�.ro aw.uw,waercron.,iNa., andWerrengsbof... on .,�.dbe ,.,i.. ,k6." ' cabWdethe P«.f.1.n.1 mandA Mnd, 9,L OREGON o�y x.a.mrrproselon woD hiking oemporwm.Aw4naF"adsegr,Wrrr,alero and prapar 6raonp trust W enalhd wtoro sloe.. inammotbn ofoorponnd Is b responeibM"of Me biild%d°Wner 3.AddMerolterr,ponrybroarpb:nwenlWgYdddngmnm,rctien 2 JkagnaaatIOo.c Pand tplproawrosmEelaadlybrooedM 9i4 �qRY 15 T. Z <2., Mammoths.. DATE: G/261iU15 OYft° uirad..iub,,Ad i bepem.nad6°a�a 7°.aandatl0o.e.rasWey+Mu,bahracodMouypufew4Nryd,6y `� awe»roa Mn,m..hthenmwibinyadw budding dampereana,ueussheeMng ouchshdy"wod etwad:ry(T nine,,r mywagCBC). PA UL R SEQ.: K12'0 ,4 3 ..Tess.danawaee pp4de.ro°,np°n.an.11em gaaaroand is Installation sigMos nIN.'11.6,0r°44°,dwhereshown•• astenrart complete and Mrpenw should any bads greater dun S. r°are to bom di Ma raaOateaeennvIron TRANS ID: LINK desgnloads beappbedm daretor'dr••M+••n"olen. ..a inarwrKorr°w..,rwra„,e„L one over nPam and w tor'dry condition'auM. 5.ConpuTru has no eonbaomand aeeumesro raeppwa4ity tor the B.Pesgr mistimes MI bearing M a4 supperes shmen.SPM or wedged a `h�ning,n ""�"°"' °'m"p°"'"arammer, EXPIRES: 12/31/2016 S.Th'odesgn a furnished eabtect a Me lin4aPoro aM fres,by 7.Rotes WWI located o,,booth ofbu prodded. June 26,2015 • TPIPNeCA in BCSC,mows of which not be(unshod upon mgwet. buss and Paead m their center Mos=amide ws41 feint osnar Mu. AN7ak LISA.InclCgmpuTrug Software 7,6.7-SP2(1 L}E S�" +t•see of plata In Inches 10.For bass mnwaor pate design valueseee ES11.1311,ESR-1955(Weld This de.i(n 1•re),ared frcm c-•oFutar int-lit b: Gr.EG APIEL TRU2,S TRU:: SPAN 1.'- v.5" ICC 2012 !.)AX t1E1 313 FDS ES_ 414 ';DF,Cq"1.00 TCIiDL2 4FDIIFIGBTI(`M;: 1- 2-1 0) 43 "-10-(-:2) 3771 2- 3=(-41.5) 11£ .=1-1165) 11. TC: 2:.4 Dr 61t0TE L1pA MEATIER 224.5."55 - 1.11 ri FA.^ED 24.D" O.C. 2- 3-(-4165) 11£ 10-11-1 0) J>:' 3-10-: -d0^_) 173 B.;: 2.9 PZ Al CTr. 3- 4=7-2 7:') 10. 11-121 0) 2247 10- 4-1 0) •45 En.: .^...4 4F :T.4N1. LCADINO 4- 7).1-3170) 1:1 1.-1.7 ( 0) 3J1: 4-11=3 -00;) 115 LL( 25.01+011 7.0'• (n TO Hr1L•," '11.0 110 5- °"1-3170) 1`1 12- ..-)-:2) :731 11- 2"' -22) 1300 TC L:.TE^AL .',UCFOFT <- 12' C.. 11711. LI( ON ✓ITC rRr2:D= 10.0 PEE 7=1-3074) 103 5-12-) -22) 13u0 c'' L:.TERAL „U1. `:T -' 12"'-C. 1.1014. DL 1.02.D = 4,.5 P5F 7- I-411`) 11;: 12- •.:-t -121, 11.` t_;.^r.r:;iA!'G.: 12.0" 12.0" Snn13- 7-) -409) 131 4: ./....'CE 7-10, ,1 F D..of Snuu(1 sl C,=1, Ce 1,4 IRCt=1.1, I=1 ,TT :., : Heel to 1.1,te darner = 7.75" EA:.ING /11.XVERT flAX HCRZ mc00IC.E0 t' AE F '. GOIT(M CE01.1) CHECIIED 7-)1 1. 20 P'F LIMITED rTOOAG L''ATIUNS 1:FACTIOOf, RE;CTICNS LIZE 50.13. PECIE-) THE 1rTD AT L(oA72A0(5) PECI FI EDS: IE1 2012. 0'- 0.0" -04, 2017V -1.: 121H "..F0" DF 1 625' THE B::ITCM CHORD I::AD LOAD Zr. >1INI11011 OF 10 PIF. 93'- 5.5" -•.4' 2041: Oi OH 5.50" 3.z. DF f 025) "c^,.^.TICAL DEFLECTION LIMIT:: LL=L/241', TL=L.1-,0 OA• LL DEFL = -0.602" 0 -1'- 0.0" All.•"t". _ 0.100" MAX IL 01ESP DEFL - -0.00?" 1 -1'- 0.0" :11:4171 - 0.131" 1132( IL DEFL - -3.25." 1 17'- A11o,:ru = 2.143" 1111)X TI, ...JEEP 0201 . -0.5:.0" f' 17'- 7.2" ;11,..e1 = _.`5'" MAX IL DEFT. - -0.002" 0 14'- 9.7" 2,llor:P9 - 0.11,0" MAX' TL 0.EEI DEFL = -0.003" f 44'- 9.7" 311 1..<e1 0.172" )1'.X HO0IZ. LI 1201 = 0.100" A 47.'- f.0" MAX HORIZ. TL 1E01 = 0.164" r 45`- 4.0" wind: 120 arh, h-20.70t, TCDL"L._,I^DL .0, ,,SCE 7-10, 13,11 Hei.;ht'), En:10'LJ, Cat-2, E-.p.3, 114)F:L(r ir;, 1...>r1 duration Ir.:trr=1..-, 21-10-12 i1-10-12 Truer dssi.;ned fur t,ind le-.do T 11-00 10-10-12 1' in the r1an= of th.: true_ onil. 10-10-12 11-00f7-0•i-12 7-10-01 6-05-1 g-05-15 7-10 7-06-1_ 1212 c.o. 7 C.0" 11-2.5X4 ��; I s.. �-...,.,,,Y,II-7.5x4 hi \ , if -1.5x9 \ t 1 54 / \� iiHS-5x12 a .... \ f 1/• 1U I) it 1: '� z t• r; 11-2.5x4 M-4x'• li-4x6 M-1.5x4 I �REp PROFES 1.11-1S-:.,(1'ta) Mk 317.1 ( I 1 ). 54. NGINEF ts,, 1 1 ti_ 7-n3-15 10-0::--1' l �� Fi 19 2 10-03-13 7-0,-15 8-0c-1? 1 15-11 y 11-11-08 y 1r.-11 j j $9782PE '9r- i 1-On 41-0'2-0, 1-00 6 �. 77:\ S .1e: 0.1911 / - / -. Y.1 177)11E: Dr.SOFT011 ..1.1.113724 3 - AS WARNINGS: GENERAL NOTES, Wines cil.nwesnoted s," OREGON2�,y Q 1.Bidder end erection nnrbsotor should be advised Mal General Now I.Thisdeegn O Weed only upon the sutura.hnwn and a for ma6.idual f Truss: AS and%Wingsberonm6arCap.mnmenma building on.ei a mM P....RPend pr '9 'qRY 15 / 7.24 mnpeeslon and bracing must be i sadW where shown,. incorporation Mmmpard nth*raepe^aWaY Mar WWII dsegcer , t Pare PAWS a.rudruNori .Design ossium,ate top and bottom chords to be tearaly braced et /� a Addlso-W a pc•n hissing 2.a.n a nd ac 1D o o.r..p.etiv ty.maes braced thra dein tte.0^911`by '1 /314 UL a` 0wre.Per'•tiardate molar.Additional permanent bream of contiwoussheatNng such eat+re.odebe.a+re(*6)•a+6rdrreREC, D..;-,TE: /.2•..'2015 I.overall sWNn.a the nwpenaaRM Mtn•buda'g datlpner. 3 23 Impact bridging a ater&bracing rWunedMme shown•" SEQ.: K1279042 4'No load should beappliedtoarrpea,pa.entuntMaesbracingerd 4.aea0eo^Mtrues nwre.Irenwdarend re.O.°ee.=Wean- faWrrraare cerrpate and et n°bine should any beds9'eelethe^ S.Design swum.Sumas w to beused m a non-conceive emtarnent And w fordrycondtion'of we TRANS ID: LINKdesign load.beesolwfo•^7r^'enwi a ""besting"'""'"scetasho"Shim°r"''°'" EXPIRES: 12/31/2016 S.Campania h„.woolowe and mum..nor.w.�lityfir the fabnation.handng.Ahipnent ant insedstienM°.nwe^•^0 7 Design e,pem»adequate m+h.a.0winded. June 26,2015 g.Thadesign is fUniMud subject to the ania.ons set fore.by 8.Paas shwa be loaned on boar aces dams.and paced so emir anter 0Pt 'TCA,n SCSI,cepiesM WW1 will be M®Mr0 upon reamet Efts wind*wM.)..t ce^err lines. I/.DIP,Pike%We of taste in.rias. MWTek USA.InoiCompuTrus Software 7.8.74P2(1L)•E 10 For bowie connector Paa dapgn ma.5...EBR-1311.EBR-1904(167.6) , Thi:. deeiln pre;,red from .om)ut'r input t. LU2IBET. .LLC I FA,;'.T10MS C.'.-EG AF.IEL TLU�S cr 2�"'4 OF 2=1&BT^ TRU3c SPAN 43'- 9.5" >.4 OF iil.BTR LCAD DUGI.TION IRC^E .3E - 1.15 Nin:: 120 mph, h=20.7ft, TCDL-4.2,FLDL>:E.O, :, CE 7-10, TC: SPACED 21.0" G. (S11 Height-1, Enclosed, �at.5, E_.C.3, 714iF:,Sfcirj, TC L=TE,"-.elL SUPE:tT 12"�.•. DON. 1All dur:t ionHeight)) fEnclr=l.ro, BC 1?.TEPnL SUPPC 4T 12";•:, UCH. LOADING Tru::: ll<,13ndo for rind lc-+d, LL( "5.01+DL; 7.0) CN TOP CNCT.D - 32.0 PSF in the ;1 ne of the truss cnl.. DL ON FOTTc41 CHORD a 10.0 FSE Ur;alance7 11-) load. he^e been e;n,1aerad ler this 14T)T� IX:AD ' 4^-•0 P5F U-1 end truss <.n -ontinuou:: be-rim)) rin^'•i11 ()ON. Snow: ,).."CE 7-10, 25 E3F Port 1now(Ps) tte Ter or equal t Ia cal at stud -•ertxcals. C "1, Ce-1, Ct-1.1, I=1 Refer tr CompuTrus gable end detail for ccmglet- ,peoific-tion-. LIMITED lTCEAGE LIES NOT APPL. DUE TO THE SP_-TIAL LEQUIREMEUT$ CF IBC 1012 SND IRC 2012 )u-I BEING MET. BOTTOM CHORD CHECK D FOR 10PSF LI"E LOAD. TOP AND LOTTCAI CHORD LIE L.0.0; ACT NC1I-CONCURRENTLY. 1 21-10-12 10-10-12 11-00 21-10-12 12 1 11-00 1n-1.,-12 1 :,.OD 1101-4x4 I 12 -)r.oD M-3x6 O ��� �.\ \\�., 14-'x6(S) Omnam MEI 11-2.5x4 tl-3xF(5) tf-?xG(�) �...' L'� I 0 G L m,-.. c �-1 1 -11 11-11-07 15 11 .\0110 •� ��`-.A, 1-00AV ` 9 2 JC'3 7I.-)Er Dr. H'rT ,I PLF:M 3724 B - :-g ^' WARNINGS: Scale: ^.1176 y' it Truss: A6 ,.evwe.r+"a««lo ceaseAmide„ a.„ N GENERAL NOTES, unless Oben..nosed ►/ and Warnings bob*cams,rm.n a.mn+eriws ,.7lwdsagr,keaaW any uponM panmalers.M.n.r,ak/waninarqual • V 47 Z a4,o„o,.eion bracingm..leaInstalled no no. ^moa.main.m.Arpb.wd,�a awn ,mn.A.ndoao. -9,L OREGON �'� 3.Addition*tempo.,b..en b.w.. .,- 10'o.. t' . es the responsibility aft*bolding desipnu. ur +Nr amrl.e„e:wwr, t.D.+inn assumes the top end boeema,teabakllwa/y bond ma �i4 �'/t RY 1••' gsl DATE: 6,2c/L,.1J "'e!e.p nk foI th.ee b Admle nl p.m.nam bnengd los.a dal lG ngend,eb ay unless dacoatTc ynpl theft gl by 7 l M owns MuabneleM anede°(iC)slant ` SEQ. : 1<1279043 ..NobwMwade•appledb. compare.a Dns doom.°e ,nd 3 .0 N IIbo**5minedrhereshowm,°.�"�tec). pig UL �� lem.mssnea pkleam.emkn.douldamlWdipeele Mn S mt4lbnorw.aleMrarponeWA Ne en-nye v,aoennebr TRANS ID: LINE: de.9,bedsbeepplledtoamconmponent •dmebwm.eww.areeee ahlanoneane«ee,mrmr,a, S.CompuTmshas no control oV.rtW MM.aco nd•n br'tlry cor,daon•aluw. napawlNAy RxM S.Deem.aa.m.RBA eatig t a8 auppm"MPRs 6hw or wedge d beriaben.handling.d WAend lAlellaaon ofaonponenl.. 7^aa*aa0. ° 7"dnion is VICAmSa I.enpidyepb4etbblom.tbrtb7 Design ewe ssbeau»a•in..Is*baled. EXPIRES: 12/31/2016 71.WTCAIn SCSI.omissalwhidr.hll be Ramgyd upon*quest S.Pkkcairn.s Mall located on aeon e6 lines.olWss,.ml placatlwMeir center June 26,2015 Inas cairn.ag7,jop11 aer,br lines. Wok USA.Ing.lCompuTrua Software 7.6.7SP2(it)-E g.Dins Indio*bto*fon.in mmea 10.Far basic conn.tar pleb design salp..see ESR-1311,959.1998(RATee) Thi.. de.i 4n 7repar"i Prom computer input t;" cgE44 e."IF.1 T.^,D,S I^(, 2011 NIL, IlE:IBEk FJ^LES 4hP;'CDFICq=1.00 LUMEEP. 4PF.CI 4131.ThNJ DULAT "PAN [EAC'- 51. 1- 2=) 01 40 2- =(0) 1054 3- '-(-240) 103 L':;D DUkATCED I 24.0. . - 1.10 2- .a=(-12t.4) 56 '=10' 1004 - 4=1 0) 5.1 TC: 11 CF STANDF GI3CED 73.0^ •>.C. - 4=1 -34") 1" 5-1---4^1 103 134; 2..4 IF *1'LTR 5-1 -?;;i) 1S W£1 :.:t D£ STAND LGADTNG '=1-12>97 `5 TC L.TE:.AL :7.19P0:9‘ <= 12"'C. U"!i. LL. :4.07+011 7.0 441 TOP CHORD= 132.0 PIF �_1- 7-1 0) 50 E.: LATEP.hL 1UPF-'.:T = 12" C. U011. LL ON BOTTOM CEJRD = 10.0 P'D TuTAL LCAL - 44.0 1:.1 e Tet.H?SrGS; 12.0" 12.0" BEARING 11AX-ERT MAX HORZ BRC rEQUIRED £'S AREA �n_�: =SCE 7-10, �` HOF Roof Snow{P_y :?.IN. SS PZCIEC7 Ct=1,1, I-1 L'C1.TIG:r: S.EACTIONS PEECTION:: SIZE Ca=1, Ce=1r 0'- 0.1" -31," 031- -DJ e.H 5.50" 1.4o CF ( 6c ) LIMITED STORAGE DOE', NoT Af PLY 11E TO THE SPATIAL 19'- 5.E" -3r; 931"' 0/ OH 5.00" 1.4' OF ( 124) 1.2Q1.1IREt4E)1T5 OF IFC 2012 AND IF': 2012 tiff BEING NET. .GTT-)I oh)RD ....HEC-.......1: FC:- 101:.1 LI-E LOAD. TO' EFTIC.7.L ngFLCCTIO1f LIMITS: LL=2,'210 TL=L.1°:0 AND SCl"I^11 1140110 LI"E LOAD: ACT NON-CCNCUR6.F.NTL'f. t ; LL DEFL - -0.0t-c" 0 -1'- 0.0" ,11•.wr'l is 0.100" MAXTL 7(tEEP DEFL= -0.007" p -1'- 0.0" 311c,-:1 = 0.12_" 11AX LL DEFL= -u.053" F "- .,11,we: = 0-947" MAX TL ,,tEEF LEFL e. -0.07." 5 7'- "" A11o,'ei= 1.224" M7:' LL I211 = -0.002" ..0`- 5.5" A11c.wea = 0.100" M:,,-.TL Cr•EEP DEFL = -0.00." 0 20'- 2.5" 3.3.lo,tra = 0.123" MAX 001,1:.. LL DEFL = 0,011" (1 19'- 0.0" MA:: 31LIZ. TL LOFL = 0.025" P 19'- 0.0" 1?irri: 1.c0 mph, h-i..-oft, TCDL-4.c,FCDL=°.0, A..CE 7-10, 1-U''-12 9-0:'-1z (All 14-ights), Encl..zr I, Cat.2, E p.0, 193'1181(Dir;, 1' 11sd duration f :t.r=1 1 7- 4_u)-t2'. 5-04-1'4 Tru s ie'l:n` Et !'1r i 1'e d_ °-04-n4 OA-!)c I I in the L la,,c pP the tru" onl. . 12 11 6.00 17-2.`:d or F;UaI at COn-stru'tura) !iay.;an..i.. inlets. U:1-4r.4 f.00 � PI-1.'.:;9 ._' 11-1.5x4 1 3 h1-2.5x4 M-'xS L1-2.5x9 yCEO P R OFE?, y c,-o.-32 y 9 01 12 y y �\Co NAG I N Ee� 5%., y y 1-00 cr :9782PE -9r 1-0(.. 12-0 -n' .TOP. `lid 1E La H^RTuf PLP9 17«4 8 - Ei WAR ING&Aldo. fieNERAL NOTES, md.s*terre.noted. �`.**- GON20� Q 1.&inter end emotion contaa#should be adtieM del Deno"!Nobe 1.Ibis de gn a bessd only upon M peramebnshown utl istm en inl.itlwl bred,*mmpenent AppSceeffiy er Meg,p.nmebnand omp.r -9 ,q q y 15 t(�, Truss: Bi ddpe,a,,sene construction commences. O.ee,pa,.Den ofotenpm,entisIhen,.p.m+awvwe.budding deeigad. 2 254 eomp»+dem web bracing mud.inhaled Otero elemn. 2,Design assumestheby end bottom derds te d[steady Droned et {� 3.Additiom[temerary bracing to insure stability dam.r9.o^o d54O roe end et e.Dodo respectively unless braced 9mouphe,rteea lenptt'by p A 1 11 Com` :ame nipamWtiy of to ender.Addleonal pennane.tbracing of continuouselrsslMre such ea pM+eod sheet/S.0(TC).d,•r slyBC). A V L GATE: 6/26;401:-. Iva amyl stmt.Isennwor tyofthebakingdeav»r• 3.241 pelbridangerl w.[eradn0iewu.d where a.Ne sheik,d shbe Willed acomponent ung after N bnob9 end 4.Ima9.tion or ewe halts respomYOAiy of me nepeotlre mmeetor. SEQ.: K1279099 ase..reenoonl. endetnoterrewuldanybedev«armor' 5.en:aefor-d coo..e«ltosi.m to .dm.non<m,00 denvironment '" pass me""lb'°""et EXPIRES: 12/31/2016 TRANS ID: LINK yegp,leedse.applied to eny 505.551.5, .55.5,OMme"1 a o.gn..n"sati°mor9dw+rp°°d"ros".snenor..d9ett a.CxlmmaTNelr.r,ee.a,ed oawrrW e.eraea na nNpdeE9N fortle M..or/ a„ bed shipment and Insolation ofcomponents. 7 Design assumes adequate drainer isprovided. June 26,2015 e 1aedesign nban.N.dsubaetmthe rmaeemset ardiby B.Pietas shell beWeed onboth tmel&be..and Pieced mfor center TPtMJTCAin8C51.copes of»nb will befunneled uponreg.en lines rm„ed.web 1.44tenter Inf. 9.Dips iodic.*site of pan n nehes. MWeltUSA,IecJCompuTnss Software 7.8.7-SP2(tl)-E ie.For ben comment phew design values,.ESR-1311,ESR-1985 0.01440 . LUI P F P CIF C:,TIOta;, Thi: de;ijn T'reptr�d from ccmputer input b' ` TC: 2:4 IF -2rGLTR TT.0 i SPAN 1^*- 5.5^ GREG-7IEL TRU:;: .':.4 DF ,r163TR LVAD = 1.15 Ifl•� _012 ;IP DU<PACED T2 1.0"S'r MAX MEEfEER FORCES 467E-'00F,1 �A DF STAND SPACED 2d•0" 7.1.00 I- <_( 0) 50 2- 5=(0) 10'4 TC 1 .TE.^ L SO't ^T <= 1+"0 UCN. LC'.DING 2- .=(_1 4) 5= -- £=(0) 1014 - 4"l tO, 103 5 1 LC LATERAL. 10:7SUP/OFT [= 12"t..,, UON. LL( <<^5.0)+DL( 7.0) ON T" - 4=( ->4',) 1J P COOED 0.0 PGF 4- c=( __a0) 1_. - =•-349; 103 C,EFHANG': DL or EM'TOM L;HORD 10.0 PSP 5- .,a(-12`9) 5 12.0" 12.0" TOTAL LOAF = 42.0 FEE 6- 7=( 0) 50 Fnow: ;SCE 7-10, ..5 PAF Roof onus(Ps) -C==1, C =1, ret=1,1, I=1 BEARING MAX•.-EF.T L(CATICN,; REACTIONS EFA NOON ERG 11.20.EG BEC -EEA LI)1ITED ST?Rd1E ICE., NOT .^PL DUE TO THE SPATIAL REACT I.'r- EXACTIONS 1.50 .J.IN PECUIREtiENTii C IBC 2012 AND It;.. 2012 NOT EEING HET. 0'- 0.0" - • 321-_ .FE) 25) 19'- .5" -3J 3?1'- -0/ c..A S.GO" 1.79 DF ( ?5) OH L.50" 1.4'2 DF ( 11,5) L TTCb1 CHC:,D CHEC':ED Era lOPSF LITE LOAD. TOP 7ND 27T'TOL1 011 RD LI'•E LOi:D1:,:]T FLN-00NCUF£ENTL.- .-ERTICAL DEFLE"TION LIMITS: LL=Li 240, TL-L;1"0 MAX LL DEFL= -0.30::" l^ -1'_ 0.0" ...11o==d - ^.100" L11_11 TL CFEEP DEFL= -0.00.i" •: tL",X LI. DEEL - -0.033" 9 -11- 11.0A11c+"3 = 0.927" 11,,XX TL CKEEP DEFL - -0.07;" 0 •.'_ " -sl.l1l red = 0.927" HAI: LL DEFL = -0.002" P 2n'_91- 5.7" Ac. = 1.136" t1AX Ti CREEP DEE% = -0.003" 5.5" 'sll::,e = 0.13 " 9 tu'- 5.5" ,11<-.red = 0.133" MAI I Ht f.IZ. LL DEFL = 1.016" r 19.- 0.0" MA: HFRIZ. TL DEFL = 0.025" r' 1.- 0-0" •._08-12 -0I-12 Wind: 120 mph, h=1".',ft, TCDL= 3-01-04 4._,F::JL=o.0, ::"CE 7-10, d-04-Cy 4-04-08 i All eights), En:la sed, 7;t.2, 5:.p.0, MFRS(Dir), c-fig_r)4 duration fa.,t•C-1.:•, 14 Tru des/one.: for wind l.ad; in the. plane >f the tiuss c,o1;, 6.00 P 1111-4x4 1 4 4.:) -7- 1..r0 2.0^"-.A H-1.5:A -- �� ...,'"----- ,...........„/"------.... � .�.. M-1.5x4 may \ II 5xi �� 4-08-12 1-0n J -lz ,p,0 PROF£s 10-05 oe 1-00 ��\� 04GtINE'4.R c1'0 JOS :i}.•IE: D:: NORM/1 PLS-.1: 3729 C. - g'. 8 782PE 9r Scale: 0.30._ Truss: B2 1-a'lliYr.nlen-0onm,roadxfip'ye be advised of MI General Nobs GENERAL NOTES. une seMnpe note I/ / \ and Ulmings before construction raemgnsas r.This design la based o,4yenar'M11anrMYra anolw'and bfor an,*,td S " 1. `J- "-� 2.Zea e"npremion,,,eta tracing must be ggYded wherey. building eempergn.Applicability of*aim parsing...and proper C•='.TE: 6/2015 9.nA Additional temporary baon°ge .n Yyearggee construction • 2 Desigineorn'�ournosa beewnennen1 is Maom evebooed rt.r. "�2 OREGON �+��' M coma Mucosa Y M PsctYnaM6nwrO a T we.and at 10 o.e nggctselyunless braced engin by A SEQ.: E:1279045 4 b�mbad should.n baaapwlo"ry Ogg ag a 2e bre orwcontinuous shealhing eal'Y rorequi dwe°,)ismear'own••eb,ec). 9�� RY 15 Q� TRANS ID: LINT, co"9e1a"a"nobrrabaaiarryb�aunser dun S OnionaInerbaliallonarn esarelobarooaMraecorti foonboa>.. p14 UL ...,‘Ni design bads be appS.d to any component and ar ardgsbuewn"&use aMnEmpyy� 5.eomptanes has no control ever and moon.no 9 andwler'dry e"+mden"crow. arn'gonm.nt Ybnuypn,handing.ebpnrara and InsYiaapn of M M Mato...am full beering o ad auwctb Mown Stem or wedge d 4w"T EXPIRES: VIM/MA�acs °ra a"which 6nsbtrena.e3b°ler T-Dewar moms adequate draggle b"ceded, 12/31/2016 ll be banished upon ragtrast 8 plates shall ba loomed on both boors of bum ens*mod act Mgr mob, A9'Tek USA,Inc lines bard*b,ietls`epic joint piste I,Clea June 26,2015 .yCompuTrus Software 7.8.7-SP2(1 U-E 9.Nate Hoes%age or piste,inches. io-F"gage comeet r able design values see ESR-1911.ESR-1989(Magi) This ne.,ijn )...r-pared fro), c•-mater inc•at b, GREG.',RIEI.TIMES IL" 2012 tGd. MEIfBEP. FC'tJES 4i1F..GPFli.5=1..00 Tr-05-0z: GIRDER SDPPORTITIG 4'-"c_08 1- .s(_13 II" 0`-0''. 1- 6-(-1.4:) 13:'51 1 DF/ -97:0 412 LUM•EZ 'PE••IFZCATIv`S LOAD DU ATI(84 INCREASE = 1.15 '.."_,n-Rel) 2- 1=(-10554) 107'• 7-(-124.C) 12730 _ `..(-7160) .�P00 TC: • OF Si 3- 4-,-1555•!) 1076 7- :=(-1..6) 1-530 ) 5 EC: -4 ^ , 23 FI _ - ( 3,2') 400 q- 5•(_15•!0') 1516 S- �-191L: 13' 6 4- �., ( 3-0) 1'. 'dEC 1.4 C'•'ST 4t0: Snr.*: ASLr, , lu, 2i 'F 1. r 5nc+�(-^'^) ;.::4 OF Rl'-PT<: 4. �,:=1, Ca-1, 1 1, I-1 m- n.0" V. lY' 5.5" 9E*..RING iIAX-ELT MA'. HOPI Y lG F.�th7Ii?EL BAG T.RE7e G)+DL( 7.0)- 0 "„F !IAX-ELtT.: MA'. HORN `I0E ISO.QUI PE..IE0 TC 17:TERAL SUPPORT '- 12",3C. tint:. PC 7N1F LI) 2`. r' 0.0" TO 19' S LG]`-TIONS BC L�.TE."`.L SOtPO T - 12"OC. 0014. E.' DNIS• 11:IL( 0.0)+DLi 10.01= 10.0 PZF 0.0" Tr 1.'- 5.'" . 0'- 0.0" -927, "356-' -61. 616 5.`0" 14.77 O { •<25) 8C UEttE LL: 52[.41+OL1 ?55.21- -77.e: PLF 0'- 17'- 5.5" -327/ y3'"" 0/ OH `.50" 1:.:7 OF I ._5) i 2 1 cc ,h:t tru*se' requirt `. Att- '+ ply a ith 3",..121 DIA GUN 2OTT'.A! CHCRD CHECKED FC,1. 10PSF LZ••E LOAD- T ❑nils t�.dgerr3 CP AND 0071011 CH�F"D LITE Lc-.DS ACT NOIi-CrNCUI•.I,EI)TLY. E^-TIcAL D'EFLE�TI•JN LIMIT LLL.2r0, TL-L/10•' " cz in 2 ro.)3) through•,ut 6 ter hor•!s, •1':. LL DEFL - -0 132" ' 9' rllow-.1 - 0.927" l'il ir. 2 ror'13) thr"u�hout ^_.- .,ctt..m cho.ds, - A11.:•e.: = 1-^36" r X TL CIEEP DEFL -0 220" a;. in 1 rr:+ls) thr^ughout 2 -• '- - MAX F..IZ. LL [AFL - J.0f2" i 1' 0.0" MAX HC.71Z. TL DEFL - 0.071" R 19'- 4.0" rani: 1..0 m''.a, h=1•.'ft, TCDL-4.2,BCDL-"-^, "0E 7-10, (All 0-ightc-), En.:10-ed, Cr't.r, Exp.E, MWPRS(bir). lead duration. f.:-tor-1.6, Truss d"t.igned for :ind 1..-::s in it., r'l.,.ne _f the too,- only. -0::-11 ,' 0-0 12 4-r.o-04 4-02-04 5-06-03 °,-0`-( 4 T { 12 12 Ii-'xlu U.GO 6.00 D 5.0" f/,-4 t ,1f-t x5 \. 11.1" .\\_ 1 IIIi7 7x14 / / \ s 1111.^-7r.14 / \'.` "\I\ I ./\,\ ) ��. K \ /} \/� orf.,/ I I 6/ ;5 I 1 7 11-3x-6 0 I.1115-r_xl P-3 xo 1i11: 5x.1_ 19115-10x16 y y ���Ep P R OFFS y 1 1 4-0-' 1 �N(3INEFR `E", 4-07 5-01-14 5-01-12 1� ns- 89782PE ^9r Sale: 0.33°2 JAI NASI.: DR HOST N PLAN '724 s - 83 �v9ti OREGON *••• CO OENGRAL NOTES, .e oe.."","".at.d p Q^ 1 guilder re 1.rhsdn4n s Meed only upon the perimesmehown and h for on rdineka / !� 1.B,iWw"ndereeon°cnbeaorsn ocean nceo sag General stows building component Applicability ofdasigh gummesmand pmpar �n Vq RY 15 1V nts the m"per.at+ssy a to b,iddRW downer V Truss: B3 - Desig° `°n th �.�Warnicompongs beton where Design of bottom E'A UL R 3.Additional Mowery bsung to swum'debility dieing aanWucbon - 7e.e and at ICY of reapectwely wdessbracsd throughout Ewa s'Vg•by s the raagwnsmAier piths erector.Addsersl per aMM btecsg a continuous ohoodin0 such aspirood si1eiTMng(TC)ander dry.stliSC). 3.2s Insect bridging or Moral lowing revered veleta erown•• SATE: .!l^./-015 Sotoads oldbeert.d enyso'aele A6ufAuilding d 4,mwamoriS" rain•awaaiE cyotmereegea6,•ewnsaatar 4.No lead should be appWtlb arty 6140oO Mnwelahra9 breWgand S t7ption aapmss trusses are to be used In a rnnmmav en.Ianment. SE4•: Y:1279096 %storeamcouple*ondot"o 'deny then are Ser Vry comet.'of we 12/31/2016 a.awrloads bee to any conpwsM. a Design sesumasaebooing etsemopedswenw,.Shireorwedge d TRANS ID: LINKsCome r mnaenaoonraw.ram•e.""•n°'""°aM°gry/0 g" ne.-"' June 26,2015 ant:moon.naming.el6waMinsatiate.,aen"°°""es. 7.Design arson."ad.wate drainage provided. g.This design l.hn+dnesubject to the an'rewssat forth b. s Plates shag tolorotedon both fates Mama.and planed+aths,:<max diem°Diana,+w.Mintrenderlb,eo rala'tr.^Ai,SCSI.esw•awaa.wyl b.furnished Won rerr at g.Digits inde r see a piste an ,aMosMrw see EtiR•f311.ESR-79Bg Mitek) ' MITAMITAUSA.InoJCOF UTrus Software 7.6.7SP2(1L)-E 10 For Maktont+aor plat.draw....s nit. design pr+pared frim ^-nl.uter inlet bj < LOI'ECA SCECIFIC_1'SONS GREG A•RIEL TPUSG TC: 2_4 DF FIC TC TEU:.S SPA)' - 0.0" EC: :ixt DF ,"t ItlE LOAD DUR?;TI'P INCREASE - 1.1° :lin:: 120 mph, h=17.2ft, o eJ, .^.,E^DL=c.O, A;CE 7-10, 3I7:CED 2!.0" o,r•- :All Heifur ht Limn a.tor.ei, Cat.2, E;;p.B, VIWFF:S(Dir), T^ LATERAL SOFPOET 12".C. INA. load -{uzoticn Ca.tor=1.�,, uC L_TFRAL :APSOFFGRT 12"c-:. SUN. LOl0INC Trust ^!aligned f^r wind leads LL{ 25.0)+DL( 7.0) ON T<:•P CNnhD :2.� p<p in the plane of the +-ruin ^n1 . DL ON E.ZTC11 CH^2D A 10.9 erl. TOTAL /TAD 42,0 E:F GVbin en) truer or ^nntinteus k-wring wall SON. Si--, A;CE 7-10, 25 T- P-.:f Snca{ps1 11-1.2 or equal t-pii,-1 at stn.. -:nrti_=lt. Refer to '.mpuTrua g.111.6 end 1.'t.:ii C.r Ca-1, Ce-1, Ct-1.1, I-1 :.om)+late ;.pe..ification•. LII)ITED .TOF`.GE roc! NOT AILLY DUE TO THE SPATIAL 1L2OIRE14ENTS ^F IBC 2012 AND IRC 201_1 N(iT LEIFG MET. BOTTCi1 CHC'D CHECYED FC:I 10PSF LI72E Lf.,../). TCP AND 11I11 11 CH02..D LP.E LOAD„ 2.T NON-CONCURRENTLY. 1 1 4-0' 12 6.00 (7 1 d c.UO 1r-4E4 JI ' I wwa,\..\ � i \ / ////////////1/////////l//////.//////////l/////////..//// /,` C, Ff_Z..:x4 y y 1-00 9-00 y y 1-00• '' ... 1GP4,F '',�D 4c "t? y Q :9782PE -9r" .".3 N'ME: 111 H..."114514 PLAN 1724 1 - Ci .x.-ale: 0.f245 '� WARNINGS: GENERAL NOTES, Truss: Cl WARNINGS: aenabnaMade ahead p..p pmtl(y..I Nobs Mess O� noted, \1�,.__- aslder f.This design upon peemetesNinon and is bdNtlui y mresion .Geeing ustbe11 nsta°. 92 OREGON 2.bel oonor..�a1»ab Meng meq b.installed edwr..hoan,. bulking common*Appe:NAN ad.* ..et proper ►� b�idum9m stnNsa Z Warporstion of k are ,;'"WORM depysr. Q' 3.Addbpnerbm "'''ednibirwmew lelughoutaadN "9,4 �'9RY 15 1,`"'(C. Di-,TE: 6/2;,2015 k51°1°�^aak4'maw.racar.Additlomlp•senee braorp of 2o.o.and.t taoea.p.p.,,,h.uNrn braced throughout ales length by /�' e,eowM e.persAElyoelperthe i ,EQ.: P;127904 7 +.No lead'Mould be applied to enr component erne all n and i n.miar Impact bridging°,ss the X1bracing mewed reopectNe actor Bc). bohros as complete end Mn.tiro should responsibility use ew the contractor HAUL �` TRANS ID: LINK d.Np,10W.beatM,sedto eAs' °5'ie1erYiai s awns•drt unneear.tpt»umain,rwncanoe<.eamterva,n, �m component. end are fer-dryccMdkm arum. S.Cte M1 hero control over and mimes no responsibility for B.Design eew,a.Mbeefing st all supporta shown.Shen or wedge of bending.shipment.ndksbb5.s.ramp.�,.. , EXPIRES: 12/31/2016 a.Thtednigng.A.M"5ed mel.a b E.SRNW.°attam,by 8•Det;sshell ae.ayu.baris5.tep,p.idsd. TPIINITCA in SCSI.apitaofMie,will to furnished upon Newel 8.Pl.bs.MHbekaW on both bass alkues,«,d ptxed se lhokeea,r June 26,2015 les.asidM MVM,Aird Venter 9r,... IrRTek USA,Ine.lCorryw7rue Software].8.7SP2(1L)••E 9.OMab s,aab ewe e#plat In inches. 10.Fe,basso connector pttdnpn vekys sae ESR4311,ESR-19e8(MO.k) Thi: dosign prepared fat=. ...mputer input b, GREG:,IIEL T^.r):,.; t)inJ: 120 mph, h.1� lft, TCDL-4.1,3CDL "-0, P5'2 7-10, TC:IF�.. 4C£FI olt8TIONS TRUES SPAT: 10'- =.1^ Err.3, tI"FGS MDir), LOAD DUR3.TI�N INC:a2nSE = 1.15 (:.11 H fight>) Enclosed, .::t.2, TC: 2x9 DF 01GHT_. SPACED 24.0^ O.^.. loll dur..tiot- f- tor-1.6, :..9 FF1':STF Truos dei-icnei for wind loads •� in the plan- of the truss ;,1}. LC,.DING TC LTE AL .,005,7T 12',,C, DON. LEI 29,0)+CL( 7.0) SR TC"_' ,R,aD= 32.• PSF 3C LATE'AL .:UPP,...T <- 12^..:.. DON. DL id LOTTC11 CHCFD= I0.7 P..F Gabl, end tru+: -..t, "rntinuCu' n..axing 4+.r11 0011. TOTPb L0AD - i2.n PSF 44-1.-.2 or =quel ty-pi..a1 ,t etot :•erticals. F.efer to CompuTrus. gar1,.. and aet'i1 for Snae: A3CE 7-10, 25 TGF Roof Sm:.r(F:,) cern.:jet ,^-eifi-ation:. .c-1, C_441, Ct-1.1, I=1 LIMITED ST".AGE DOE£ OCT APPLY DOE TO THE r'PATI:,L REQUIRE-NEI:TS OF I82 2012 AND ILC 2012 NOT 111517, UET. /// ::'fTC11 Chi-:^.D CHECKED F')`i 10PaF LLtE LCD. TCR%ND 80TTC:' CHORD LE'7, Le 1I3 ACT 17p1-.,i;NCUfi.RE7)TL:. i 12 C.00 p c r- 0 4,0 // o 1 -/ / /:'//!///!///,'!//l//!/////////////1/i///L//!/!////////////l//'l/////!////t//!///I :4 5x4 y �p PR pFF y 1—On y to-o o_ `p NG,INEF sU/ terO , 89782PE 9r" e. am, _.,/,,--7 Jf NA11E: 0: II)910)1 21_,-.NJcale: x.51=.N 372) E - Dl V WARNINGS: GENERAL NOTES. ,mbeoRenOes noted: ,.- OREGON �� 40 7.Wide and erection contractor should be missed d.N Gena)Notes 1.This dem,*bared may wen N.pe.a.bn therm end is for m eahiduel Q` Truss: Dl erevaNmana.t.bnamdn*nman.e.ne• cbuioco's..v .poen tistrresponsgn o...n.s�anenep. �Q, napm.wndamger.ntaa.ewm responsibility 1, qRY 15 : e ,bin. arra �N.d.M..>he Z D..,,,,aswed.by andhaumd,md.bheWend*brer.dat 3.AdANm.l+.mPm.rybr. bh,m...talgdring 2'e.e.endet,neNre pyelle.leased�TC ttheir b9BG7,ngth k PAUL Rc sdb rot Pm,:I:laroenrme*.AGMS..vemwnembnc+roof continuous sheathes; sgr dw.nangt7C)and,*drywaHBC). PATE: e/2 /2)1r Ts overall*metre is the...possibility ore.b,fldhgdealNnec 3.2r In,.d bridging or b.eI Wooing required ehere thins,as ..No lebe m ore shouldapplied 7e aconvene* N 5)Im.dng and e.Iretmaun en ofnarbe re-wreibety o7 N.reweoNw wnroea:r. SE4• : K1279046 belon.r.ancorn**.nd et no Noe should any loadsgreew*� 5.O5) seum.annes me trios card In nmmne IVN.,e wee t end ore for rory-endeon-erre. TRANS ID: LINK Often beds beworld b.nlno "... B Design ate.a».full tearing idell supporta shown m sede.k EXPIRES: 12/31/2016 S.Comou7n*hes me..edo..,end amen.ro re.pxwblity for the r.a.ary. bb Nm,,tousling.n5pm.*and nrdN.ren&compone*e. 7.D.,is,amines adequate Geroge*provided. June 26,2015 • B.this design itfurnished.rg.et to the NmibNena se fort.by e.Pbbs shell be located on loth Mss or Inns rind placed so their near 7.1tWTCA in BC5I.coins W Ndd,'.E be furnished won r.gae dies coin.*"^S'joint center le°'' B.Digits ndaIs.4.admnmd.. M)Tek USA,InCJCompuTrue Software 7.6.7-SP2(I L}E t0 For basic tonneebr pub d.tip,wane**ESR-1311.ESR-11616(0)1.5) , Thi, deci:;n tr par?d from c.mpeter input 1 " LUMBER SPG7IFIC::TICNS 'IEG .)...I/EL TRrT1S .00 1'n: :..'4 OF FI ETR TRUS: SPAN 10'- 6.5" E�: -':'4 'i;ET LC:4D DURATION INC0EASE - 1.15 IBC 2012 11AX [fE2- F:.F.CE4 qC-3=(E'C2,7 %'cBS: 2..•I OFSTAND SPACED 24.0" O.C. 2-2"{ 0) .50 _-i=(-2i) 424 G-3=( 0) 2J7 -3=(-547) 0 -7=(-..0) 421 :-7=1-4.7; TI L3TE.^.AL SOPF,RT l'..."/2.7. Uri, LC4TOP 9=(-lac) 11 -f C. LATER:,L 3UPPJRT LL( 25.0)+DL( 7.0) r.7 TOP CHORE = q_p-( _10 0 4=(-1?1) 37 = 12"Cel, 000. 32.0 PSF DL ON EOTTO)'. CHOF.D = 1'1,0 PSF G'-ERHANGS: 12.0" 0.0" TJThL WAD . 42,i P::I PEAKING N,A%%•'EP.T 11AX HORZ BEG :1.10..ED BIG AREA Sn,..i A;.E 7-10, 2: PSF "< of :now('s) LC C].TIOBL GEACi'IOIi,. 6 .jCTh Nz SIZE C3,-1, Ce=1, Ct=1.1, I-1 0'- 0.0" 0..91 (.:'EC I25) 10'- "9" --5, 1420 5.50" 0.91 DF ( 525) .. -1.;/ 44 0/ OH 1.50" 0.71 OF ' ,2.5) LI1SIT:.D STC IAG2 D1 EF NOT 2,"P1: DUE TO THE EIATIAL REOUZRZIIEI.T.a OF IBC 2012 AND SOC 2012 NOT FLING MET. Br•TTn14 ./11(5.0 CHECKED FCR 10P=F LI-32 L01,17. TOP "•EETICAL DEFLECTION LIMITS: L1-L/2 d0, T1=LI1.;0 :,1'1/ BJTT'A)CHARD LI:? LOAD., ACT SIN- 1.12.7( LL DEFL - -0.007" 4 -1'_ 0.0" Allow«d - 0. CCidCUR'.'NT LY. MA.': TLC EEE DEFL= -0.003" 0 -1'- 0.0" Allowed - 0.130" It=X T1 CHEEP DEFL- -0.031" i 5'- 5.7" 11r.ed = n .-L4" t!?.:; TC P....1EL LL DEFL = 0.024" .. 2'- 5.1" Alloy=ed - 0.301" 5-07-n7 ,r '( '( 4-n7-p� 0-U3-12 11AX 00RI22. LL DEFL .. 0.003" 4 10'- 1.0" 12 21AX HCn/2. Ti DEFL= 0.005" 0 10'- 1.0^ •.00 2 bI-1.FX4 $ I)ind: 120 m','h, 51'.Sft, TCDL-4.2,ECDL=6.0, .1..-.0E 7-10, -a' (All Hk.ichtc), Encic:.ed, C--t.C, E.;..3, M-F_:S(Dirt, / 1,-i ..ur ration f.(7tor=1_3', tEnd -.-.rticai(e) ora e.-p. •,.d to win).:, .../e---<---__„„, /i Tru, dilano .' fortinti 1.,,_- in th. [.lan- .•E the trues oma,. 1I-s.5:9 �� /. \ of a o nili I \ It-2.5x4W. I mem 7 = 1.1-1.5x4 11-2.-x4 l y y 5-05-115-00-13 l 1-on y ��v,0 PR OFks 1n-05 -00 �tS? NGI NFF09 4S j01 89782PE r' JL o:)4E: DR HJ:aTCN PLAN 724 9 - 02 NMRNMOB: :=ale: 1,q1,-9 J,__ GENERAL NOTES, uNees eMrone ooze Truss: D2 1.ender sod manor)contractor should,.,a„,w a.,General Neos and harnanp before oorabuetaneenrneede I.This designabased onM uponN.Paramelemahowr Nrdaar.nNWidrW V K. 2.not"* b.aemwetb.wuab.a.t...n<a+. 00.9 mannerd.Applicebetrion of component is Ns",, , re and proper S "97 OREGON ' temporary bracing m rinse stability dung c.nstmcgon 2 Design assumes M top and bosom none m W buildinglialty GM* ` Qf r, Q' P,TE: r'^ •"O15 the is We overall wouwaaa»iefity of the wenn. .Aaauomi hemmer*Waning e/ a u e.na at 4e n a wending wine braced we rat le yr `- 5 2 A.` SEQ.: K12 7 0 0 4 9 ..No bed dm.d b. r• wmr w a.building designer. se fur bronninind idging lateral w..a:nteD)mean drges01BGl �9lr Y L Q�&i`C appi"d b any cunp.nertwrM.MMI bracing and 4 Inhalation .cirore9urhe wh.nahovm.« PR UL T`\ TRANS ID: LINK a`a"°fswecomp)'""^sxnoarn.should. aeon elti�aMrenwrb .dH•nOrKA o0contractor tl..gnmada00.Pilled to any component err gnaler Mn 5 aware leen.amwes.of leh.uerrd in.nonmroay environment 5.CarprTnes has no coign over and and are/or-dry wgdNen"efuw. abrie.b.R handling shomentandi l0000f h.M a. +ryaWmMRN bearing at all monde shown.Beier orrwdpe it B."64 44090 5 'r�"°°'°�..I"'"r^�ae°m.°Kmr,,,b� '.De.ignre .a a isprovided EXPIRES: 12/31/2016 necesseTPINTCA N 9OSl copies ofwhich ey be furnished upon rw.11 B.Pawind&e be N Nd on center hu«wtrwe,andmede.Mir.erder June 26,2015 lines em as nth Pintenler hum f,iTok USA,InalOdtrp7lTrua SoRware 7.6.7SP2(ty-E m,E.r%emNda a sae of Pate N ire,. *snootier paledesgn ware.to.ESR-13I 1.ESR-IES Wain] Thi: de-iOn ),reFared fr;.m Crmnuter input b, A^..IEL TF.UCC ':}NC'UF.F. WASH S0-574-7232 IBC 2012 MLX IIE413='.R p'C`.�CEB 4WI''GDF'Oy-1.0C Tt.U4- ;PLN 1'- 7.0^ 1PC:R ^) S 411?'GDP 0 TCIIGB^. :.T FZCATR LOAD DU1ATION TNCREF.:;E - 1.15 1-2=(-24) 1 TC: ` OF P16BTR SPACED 24.0" O.C. BC: ..4 DF N168TR LO`AIIIG LE>s;ING HF.0'"ERT M HP:Z E�, �.E(.UIRED ERG 1281 TC LITEOAL .2UPPQLT 12"G. UON. LL 5.0)4DL( 1.0) W TOP CHORD= 32.0 PSF C L.r-.TER.AL :,UP F.;.-'i = 1.."f�. UON. DL ON EITTCIi CHORD- 10.0 P'F L9C1.T1GNL I.EACTI,NC R..CTIONS IZE 'Q.IN. (SPECIE'+ - 0'- 0.0" -02! 4.r^ 2, 27H 5.°." 0.%3 LI ( 6<5) " n TOT:-.L La.4D " 42.0 P21 1'- 0.0" -430/ 45" n/ no 1.50" 0.0 DI t '25) C'•ERHA'lGJ: 12.0" 12 -nc.e: ACE 7-10, ,, PSF P..>of Jnow(PS) C.00 C,-1, :e=1, Ct=1.1, I=1 -ZRTI",L DCFT.ELTI2N LIMIT:: LL-L/440, TL-L/1 0 L ,Ai. LL DEFL = -0.002" P -1'- 0.0" =.u'se'd- 0.1,30" RE U1RE TTP,A.F LIES 201212 %SAPDLY DUE TO THE ICN ((L I1A.TL CREEL !EFL = -0.0'3" 5 -1`- 0.0" Allot et) 0.1'2" REQUiREMENTli GF II:.: Y,HD I?C 1012 11GT ICING MET. 7•c" All,t-r.) = 0.016" 141424. IC P3!1EL LL DEFL a 0.000" t "'- � q„ 311.-11.:1 - C.0'1" BOTT,41 CHC,RD CHE.`.'ED F«<. 1011'F Ll"rE LC3D. TCP aAi: IC PANEL TL DEFL : 0.700" P 0'- - AND BCTT),')CHCRD LI LCAT"_ .CT 11ON-Cu1CUIF.ENTLY. Win'', 140 mph, h-16.4ft, TCDL-4.2,BCDL-6.O, ASr'E 7-10, (All Hei.ihts), En-2:1,...,1, C+t.,., E:S.5, 1II1FRS(Dir), 1c,9 2uratin fa'tar=l.t, Trios de sign'd fear ",in' 1'ads in the )Lane .f th- true_ anl_. c . c rillilli i / Ai-,.'x4 1 1 y 1-0n 1-On �- 4` 040NEFj0, A Q 9 89782PE r 5..ae: 1.14.9, 206 KA!:E: Dl. HfIiTG[7 PL'S: 372' L - 21 r. pREGON2o ) GENERAL NOTES. unless otherwise noted.n. t\ WARNINGS: 1.Ties design tabooed orgy upon Me perernebn ahem and ba en angmluel /�\ 1.enddnradgee tar ...me.. .de6daedaaN General Nebo building component of design pennete'n end proper �,(- Truss: Jl andgadng.bebnodeboforeenanene incorporabra,aee entIsthereep.ne nprd»w�ngwog... '9R 'qRY 15 2 284 oompreNan web twang must be installed Ware shown a. 2.Design saxanesthe tg and bottom dards t be Abney braced at ` 9,Addeo,.ltamperers bowing toin..RAMS&fpV 7moand VWo.areepeeMeIyunbwbraced MeetonedtlNebnON'M °AUL R Is the tesponsbNNy age linea.Addition'[penmren bracing of continuous sheathing err*s plywoodeb.edKretic) WPWRBcl C',TE: 6:'2(/z•015 pew.r.pem aneba.new ciauebudmmde+ree a 2x hoped bridging aMoral brewwr.w.ed Wow shown r.4 4.No toedehoutl t smprose be applied any onere eta altowing end 4.MerVefen a miss is the mW e reepoih of me respective oornectcr. SEQ.: K1279050 r.,meRamcornt.baridatnofineebeveanyWedsgreeterten s.D.aot.and ere asum+e on.bb.ue"dnenmLemoreeewe,,,n t. ondition"of use TRANS ID:• LINK d4gcIo.d be app dnaepc.mpo^ent S DesigneesunwsMlt»8555etegeupponeehcartShim...edPe EXPIRES: 12/31/2016 S.Germans hes no Control user and 11550505 no reeponalbiety for the necessary 5155515105.handlingsahnenand ina*Nnnacomponents. ..x.n...d.4e11bdn5.g..0p5eid.d. June 26 2015 wiled* 0.Pateinvibeleratedonspmaesab,.,endpacedsotheecena G Trendis y anatrd,nopesotbesobb.4.«;bio%'te mer0,s. Tb'tPMCA m secs,copes a.lrrd,«N b.fumb/rd won request 5.Diyt 55n55 eke of ober In inches. MITek USA,StcJConmeTrus Software 7.6.7-SP2(IL)•E 10 For basic connector pa plate&gen values we ESR-1311,ESR-ISBN Web) , . • LUMEE= SPE IFICATICd7S This deli Un pre!.'rtl from rnnz. ` TC 2 4 02GREG},KIEL TOUSC xter input t. L1iBT T1 US, 3P N 1•' - 2.4 D 1.BTR - _.5" 1/.'AD DURATIOii INC11EA.,E = 1.1� wind: 1_0 m;_h, TC TATE!' L SPACED 24.0" O.C. ht13,1ft, TCDL=4.2.,6^.DL=.'.O, ACE 7-10, DPP+^T = 12",.Z. MN. (All Height...)tj0 , En lc.ed, F L:.7 .L .,UP.'�PT - 1?"�_. rot'- load Hurl• a fa^tor-e3, ,t.2, E.:p.B, iltiFF.S(Dili, LOADING LL( :5,01+DL( 7.04 W'rt..? CHORD - True: esx Toe' for in: leaf DL CR DOTTvr.t CHORD= 1`'n 1SF in the t.lane of th., 10,0 1SF truer: onl , TOTAL LOAD = 42,0 PSF Cable en'i truss on ccntinu-us bearing ..all UCLA, :`n'=: /i,CE 7-10, 25 PCF R..'of Snow(PSI 5-1..2 or tc,roal t Cs-1, Ce=1, Ct=1.1, 2=1 Refer YAic=l at :.tud •:ertxcal;, ^ C..mpuTru:: •sb1 'cd detail for LILL/TED +:.TOP,,E DOES F'iT APPLS DUE TO THE _PATI•L -SP1 to {Goi Px.:.axon REOUIREL:NTI C.^ IIC :012 AND IP.4 2012 NOT hiIis0 MET. BUTTO4 CHORD CHECKED rob 10PSF LT.'E L(iiiD. TOP AND OCITOi CH:,,‘D LI"E L02.5: At-T NON-CnNCUF.RENTL:, -11. 12 9-04-12 5,;,0 p' I IPi-4x 1 1' �� '_'7 5.00 \y 1 ..„ / J ill . 1---'-'-'-''' 'i . , _. „ .., , , „ ,..,, ' / ... 1 .............„.....,,m...,, 0 iii \•. .7.1 t1-2,5x4 I 0 • 1-00 14-o2-0Ca •ED PROF _ ENGIN i N7 02 J^E 'iAtt. D'. HORT;,td CLAll 2724 6 - El :9782PE r WARNINGS: Truss: El 1. WARNINGS: emotion :ale: 0.4341 e nd Wend a tub*construction Mum of M General Notes 1,This design is bawd anew oethe per nate: 22:. only upon the P!deet*sMwn end kf«an aaSNdul / PATE; 6,- ° bs"amoues'b aanemxaon ere shown 4.. s Moorpomm�d'em."°ntiethe"'w"ebRtyoftu.41...P...,APfEcetillhr of design »b °�°"ng d.r�.,. .�9� OREGON ��� 3.Addbamt tradn9 a insure _ _6!^015 �▪ e*u�wunw.�yn�.erpobr R •wmvn.ntesogor zD"°n+e•nrstn.mt^ r�rw chords ae.rwufa.wea 2 SEQ. : Y.1279051 4 Noiwdloee w0onsaaa oftlmbNdnp•elOs. mmeluuuslmseioeeud,wWreaod bwedde•uym,ddmelmisc)• 9iQ GPAi i 15 ��� TRANS ID: r. beapakdbattydeno«mntu�nr„Aa,angand 3.Installation ofI ro«*maim oromamher•sp;S rtIrse"'"lac). LINK 'm"ens,eeurokk,weenour.+row.,ybW.erwwa,.n ao'tunkn.n,Po,,.bib.oiaion 'AUL RAJ do,,,beaswappladtay eemwn.ne. 5 assumes y!'O cancel.. f,,, edea .odmr„e environment S Coeburn*has no control evwand mums no end are for�' 'Maw. fabiriee�mak➢..Swn.ntand,*Mono of d S. amines full bearing at all supporter sham,Slam«wedge it subject e.TPINdfCA da•RF CSI.cedesofwtamtkewn.wfNdlby 5H.,Desigmw.d adequate EXPIRES: 12/31/2016 erotaw.n>v,w*Mfiuehsa upon request S.Plebes sshall bei located ocith W en both bmseltnas,end Owed w SW,sent. MITeS USA,lne./CsmpuT us Software S'.t1.7Sp2(iL)E ° sok a at..�o�orpk,center inches June 26,2015 10,For bels connector pleb desbn values fee ESR-1371.ESR-15fre(Wok) TGRLiE. de'•EL ign T1U51rap5.:re.l from c..mputer input b`. G AI.I IEC .Ole fi,X MEI4PER F `.CE° :I'�'GDFh={=1.00 TRUSS SI=.N 1''- 3..," 1_ 2=( ^) r- EI IR(F12) 1_17 - "(-374) 102 TC -(-12) 1217 •- 4 ( 0) 102 LUMBO' CE 41.L.TIOC1: L^AD OU SPACED I24.0" b7. C 1.17 2- 3=(-13911 77 `- ._ 5 (_370) 102 *1 2:.4 DF STAilD SPACED 24.0" 0.C. 3- 4=(-1037) 0 4- 5-(-1037) 0 P}; :.>:4 OF R1..PT;;. 5- :-(-13?1) 57 iGt=PF: ':;4 D£STA1,D L:'_ADING LL( .''.0)+DL( 7.0) CU TOP 04070= 32.0 2SF 6- 7=( 0) 43 TC LITESAL SUPPORT = 12"C;. U.N. DL "U 0?FICA CH^RD= 10.0 PGF ." 1_"C:. *I1 ICTAL 1OAD = 4:.0 I5F 8C L..TEP.3L SUPPORT 0. I SEATING :fAX''ECT CL.% HOC.' BRA "O4UIRED BRG •GE.• C'E'HFNt' •?•?" 12.0" i,n�a: ASCE 7-CO, .5 LGF 1,•of 1n-w Ps} r0CATI"B1 IEACTI'il4S 0E CTIL US SIZE SQ.IN. ( PECIES) 0'- 0.0" -36/ '03'- -43' 43H 5.50" 1.45 07f 25, C,=1, C„=1, a=1.1. Z=1 -36.-11-• 0. 01: 5.50" 1.9F OF ( C2C) 1F'- 9.5" LIHITED ST/'CA+E DOES 61,7/ APPL. D7E TO THE SF?TIAL R330IRE11714TS i IBC 701 1040 II,: .701- NCI PE1NG MET. "E^.T If�L OEFL.:CT24t't LIMITS: LL-L/.:40, TL=L/1;0 r')rTC11 CHORD CHE :ED FCR 10PSF Lr'E L^°-D. TOO -0.002" 4 _L,_ 0.0" Allo+•�td = 0.1^0" MA:. LL LEDE ` _: _ A.)L L/1 0 n,1•,3n AND BCTTr;B CHCz<D LI-'E LOADS ACT MOi r'GNCUF.REt)TL:. (P.X IL CL.EEP DELL -(.003" ...0" ttFJ( LL DEFL -0.041" d - 4.5" Al lo•M'') = 0.:94" HHAF.TI.CRCEP DEFL = -0.014" ° ,'- 4.1" 311.-we i . 1.112" 1f AX LL DEFL - -0.002" 6 19, - allc-ri = 6.100" 111Caei = 0.133" CIA'' TL CREEP DEFL -0.003" ti 19'- 3•- MAX F.iP-IZ. LI. DEFL. = 0.017" 9 10'- 4.0" 4.0" IMAX fl.0RIZ. TL I:FL - 0.021" 4 1,:'- Win is 120 mph, h=1:.Lft. TCDL-4.2,13:DL-6.0, :.'.CE 7-10, (All H-d4ht"•1, En:lc.•d, C•.t.c, Er.B, 00E11,(rir), load luraticn f- .::t.0=1.''. 9-09-12 Tru.- de'igne) fr.r Wir-„ 1 35: in the plane of the t.,u^.e. cull.. (I-04-12 5-00-0' ;-04-09 4-n4-04 5-0u-id 12 -� .Da 12 11 11-1x4 5.00 4.0" rib 2.0"--'--,::::=.........,, 14-1.5x4 Fi-1.!:x4 �. `�., , - . =j o f1-2.5x4 o 1 - o' ld-2.`x4 Ck�o PROFEss 9-04-12 �4NGIrvEeq /02 -04-1i l -0'''-08 1-00 :9782PE 9r' 1-00 7 Sc.'le: 0.3216 // L - El v'9 OREGON '� 005 all NAME: DO. HORTGif PLAN > .. GENERAL NOTEES. weresemenew nbled' A. f10 Q' 1.WABudder 1.This design s beard only the pererwb'sshown and'Oman indtcduel �YY V ,.calci.. eider dmetenc.dbe,de..daNGear Neb. il....."e,d.a N(,..d..9I...........b ,.,, �„. . ligRY 1 �r,Q` a0 NbmRq.MbwC gnste be l Metaled ........."..............W ` ` Truss: E� z.aaaoo,rew+.b".t brining w.te.bmrdw.wwa+• 2 Design...me.dwNpand chard.bbeiwnrlrbowdat '1 PAU`- 3.Addeo/PI tensdnnY braung ho.'ne.debit/thong wnma�m' 2 so.and et ID no.rest:men,unless braced throughout their M** permanent continuewsi.edangoath asplywood allirortC)andbrdrTwSMBC)- stl.weana6e•/Mth.Meeb.Addiudtallty of sbuid 3.Dtlmactbruuesmree.tbwangreweedwham'hewn•• e»o..uIoddbe bf.stinyconvned wail after fGd•6E"egner a.Ineleb.6 etrwed', ude*ram.reet+ct,Scontraem. D;3E: 6;;,6:201. a.faslwdsarecodleleedbd^o%mashoddMYbadeaaw.aend 5 Neon mu.sMimes awmbeused m.noneonwmeemwwnent SEQ.: K127°052 fasteners .nd.tne�»•he�da� ad °`"'" and are lm'dry on^dupe �„ rw.,�aN EXPIRES: 12/31/2016 9.99.P•ds be.oaW9,nnY a.^pm"nt s.Design assumes full beefing at ea aRmd' TRANS ID: LINK s.eomwr .honnawrpmente dinflaa'a'"h al omponents m' T *d.,t,dwm.o.leanvided June 26,2015 bmiwwn.honing.edsubjdaethe Knabaons*Wort'by e.PI Dever resumes bweedan both mos of bueemd Pieced en Ices comer 8.TPINIdeny's fSIeon. .of wise' Kbe Ibro s*650 by ansa coincide vett Sant center bum. 7p(/yytCAA."SCSI.wpbs pf Mwch wR be ami.,.d can request a.O Is mooed dee of dee in.'d5 MTek USA,IneJCornpuTrus Software 7.5.7-SP2(1L)-E 10.For basic conne car Pure design volume see ESR-1311.ESR-1904(0615')