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Plans (4) 1-4FNM .. Ar S ii (15z-04 I Eithcs-r )P*cie. I j 1 .muss Ec I3 P II -T-14- .u 221/ (,_e t`2.8/ f (v 1J N...--- THIS DWG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115081--TIMBER TECH FRAMING -8URNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - BP4A) Top chord 2x4 HF #2 Truss transfers a maximum horizontal load of But chord 2x4 HF #2 435 0 ( 250.00 pif ) along top chord, from either Webs 2x4 HF Std/Stud direction, to supports where Indicated. Diaphragm and System: Blockingconnections are to-be ditsigned)by Engineer of Record. Shear Panel S y panels shall be restrained against Drag Loads: Force(0) SPEP Mbr Start End .4?).. LIC‘r rotation by connection to adjacent panels. Each panel shall be Case 1: 435 250.00 TC 0.00 1.74 connected to each adjacent panels for the same PLF magnitude load as 435 BC 0.00 the drag load.stated. Provide lateral restraint for end webs against buckling. All panels shall be attached to the shear collector and roof diaphragm for the drag loads stated. End panels shall be attached to a suitable support for up 1 i fts as daterm i nod by the / G art i neer of record. COV Son 0.5 1.5X4 II 3X55 1.11.1111milli / a Rvs+\-250 pif 1-7-1 Rv=+\-250 pif ' 1-7-15 1. • ,�-• / i 41-8-0 3X7 R) II 3X7II 1.-1-3-1O.e1.y 1-8-14 Over Continuous Support I- -I Design Crit: IRC2012/TPI-2007(STD) .. POpPLT TYP. Wave FT/RT=2X(0%)/4(0) F . . , , OR/-/1/1/-/R/- Scale =. Tress Compo of Oregon (503)357-!118 ••mMNN)aBl••gFMNIOW(ADePAL mono ennelsowuw. c 5"/Ft. 525 N 4th Ave ComeV(u Olt 97113 r•' ^"rte TMn ee+e oo�nme+es MIAMIR ne nnw.uas. 0 Ft', • TC LL 25.0 PSF REF R7175- 96087 Tromso require entrees pore In febriortIng.Se.11 •h/ping. Installing end brwlnp. ty bn.« efellow 19575 the/.Coat edition.f .ont SCSI (Sul/hag GngpSafety ry Inn�tlpn. by T/1 end IRency OIA)fpr. re,ti- P.O. TC DL 10.0 PSF DATE 12/15/15 to prrer•Ip thew functions. hash ler.Ohl.hooter.t.werery►ratl S p..SCSI. a.....nets.et ernlw. l eon elver/Whit hew prep.rly ettM.ed eteuatlr.l el.a•t1.og.rod bettae.lord she,,love•properly attached / rl.l.eel lung. Locations mere f pev�wv.t laurel hoorah*of webs shell Iona•res/p Installed per SCSI f- — BC DL 10.0 PSF DRW CAUSR7175 15349257 A Lipp N E af plaJelin Detail., union noted nt/wrelw. bion..to each ....r ren send ptl pleb peal claw. Alpin*.•division.f 1111 gel Iding Caapene..te g.eas Ivo.s1.e11 net be r.oponalble Por any devious.frost tele OREGON v BC LL 0.0 PSF CA-ENG BFR/GWH drewng.any feller*to build es ores In eonfonsnee with d CITI 1.or for MdlIp. ..Iplp. AN(TW MAMMY looted lotion•erring of those. _ • Anbp.wllhllity gshot,M.I.wMe IWhen. geld 1•10I:bIM�so____rawer ":;hneu e Is the 9iP0 a, , TOT.LD. 45.0 PSF SEAN- 241651 5351 RatatCodt eaep.wlMl/eg•�a YINIry Swlgher oaf ns1/I►I I twos. ' DUR.FAC. 1.15 SsammIACAS M far sere Inhasetlen see thl.lw•.limas*,noes pegs andose C slew: MAIM: eelpleelte.c.ewnn : Tpl:.o.tpin..t...,l orf,(:ew.ebslndesthow /y.. l ICC:.. ws .Iefe..rp �•••••Noa.traNNzwa SPACING 24.0" JREF- 1VMG7175201 ee. 0 F (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - BP4B) THISCMG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS IRR. Top chord 2x4 HF #2 Truss transfers a maximum horizontal load of Bot chord 2x4 HF #2 466 # ( 250.00 plf ) along top chord, from either Webs 2x4 HF Std/Stud direction, to supports where indicated. Diaphragm and connections are to be designed byEngineer of Record. Shear Panel System: Blocking panels shall be restrained against rotation byconnection to adjacentg Drag Loads:1Force(#) 50.00 MbrCStart. 0End J panels. Each panel shall be Case 1: 466 250.00 TC 0.00 1.86 connected to each adjacent panels for the same PLF magnitude load as 466 250.00 BC 0.00 1.86 .0\-1 ) the drag load stated. Provide lateral restraint for end webs against buckling. All panels shall be attached to the shear collector and roof diaphragm for the drag loads stated. End panels shall be attached to a suitable support for uplifts as determined by the engineer of record. 0.5 — 1.5X4 of 3X5'-=--- 1 ,�;,.�..r�, 1 Rv=+\-250 plf 1-7-15I 1-8-14 4 Rv=+\-250 pif II 1 / y41-8-0 4 3X5(R) In 1.5X4 rn 14_1-5-2�Yj 1-10-6 Over Continuous Support I 1 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=276 OX /4 0 15.01. + - - ' Scale =.5"/Ft. ( ) ( ) i . F� OR/Components of Oregon (`503)357-2118 •'m PAINOI••READ Aim faun.ALL NOTES on nils comic) 825 N 4th Ave Canelms OR 97113 ••i T*T" MINIM WMR eN Im m Au NNTMC1IRs D imo 7NE RITsipm. 0O I IVic4, ,O TC LL 25.0 PSF REF R7175— 96088 Tru..**require ptrade rare In rotrlaating.handling. •Lipping. Installing And broiling.Refer to end fellow w eat**t.dltlu of scsi (building Cempgrn.t Safety Information, MPSI and RCA)far**rely practices 19575.. to p.rrareing those Motion, lh.t.11er•Omit prior r TC DL 10.0 PSF DATE 12/15/15 provide ng.15 b1 tom leg per lip Unless mated att eohed.. /, top chord call true properly attached Kruetulel Nmee�lnq and bottom Chord shall have a properly.ttwlre p rigid veiling. locations anew.for per�wnt Ia.r.i restraint of mate call neve Priming Installed per WS /' BC DL 10.0 PSF DRW CAUSR7175 15349258 ,4 Ur.N Elad R, ai.r gig. p applicable Appy plates to gag 0505 of crews position es ition a, �� IU' the Joint Decile,unless noted etl..r.I.e. carer to drawings 1005-i for.t..rre plat.pplclwr. I+'I6/2Ol5 Alpin. .division of LTM Wilding Components droop tile.call not be responsible for any deviation from this p n BC LL 0.0 PSF CA—ENG BFR/GWH eroding,ole,failure to build the truss In=inform/now with ANSIRPI 1.or for handling. snipping. OREGON AN?WCOMMNr lasts/lotion is bracing of cru.**.. n A...1 el Mh..trwlq.r.nr lydal,el Mt.dfwl llrin.P..,__t__of nngln..rlel TOT.LD. 45.0 PSF SEAN— 241653 re.porwisi i ley w/ely fbr the orlon Mown. The deiw11 i0 mod Yw of Si.drown'', idol �� N.=�.49 'J .wp.r.ul l Ile N ale eel m l..l M env.t...ew.h.Oho "-CIL_ T DUR.FAC. 1.15 5771 RoTau Circle A torr per MUM 1 s...s. , — Sacramento,CA9SR2R For wore infer..elo*see this Job'a general net**Peg.did the..way nit.,nite ALPINE:rea.: TPI:.. an..lpIneltw. n.tpi,rt.erg:Rew PICA:e.e_.PCi .try.eu.: ICC:ems.loesafe.org t r SPACING 24.0" JREF- 1VMG7175Z01 THIS MG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED DY TRUSS MFR. (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - BP4C) Top chord 2x4 HF #2 Truss transfers a maximum horizontal load of Bot chord 2x4 HF #2 466 # ( 250.00 pif ) along top chord, from either Webs 2x4 HF Std/Stud direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Shear Panel System: Blocking panels shall be restrained against Drag Loads: Force(#) (PLF) Mbr Start End El It rotation by connection to adjacent panels. Each panel shall be Case 1: 466 250.00 TC 0.00 1.86 i:IJ, /%) connected to each adjacent panels for the same PLF magnitude load as 466 250.00 BC 0.00 1.86 the drag load stated. Provide lateral restraint for end webs against buckling. All panels shall be attached to the shear collector and roof diaphragm for the drag loads stated. End panels shall be attached to a suitable support for uplifts as determined by the engineer of record. 0.5 1.5X4 III 3X5= / nilillillegi iinomRv=+\-250 plf 1-8-15 1-9-14 GRv=+\-250 plf II / r 41-8-0 3X5(•) Ii 1.5X4 Ill 1"12 1-8-10 it 1-6-14 7[12 lc of 1-10-6 Over Continuous Support Design Crit: IRC2012/TPI-2007(STD) .0)PRID4kb. PLT TYP. Wave FT/RT=2%(046)/4(0) 15.01.►._ r APO v6iiP OR/-/1/1/-/R/- Scale =.5"/Ft. Truss Components of Oregon 503)357-2118 ••. M5191••mIs NCFOLLOWALL NorismisIILUDIOSeI p N` rF,¢ '. TC LL 25.0 PSF REF R7175— 96089 R2S N 4{h Ave Cornchus OR 97f 13 '•1 •e ^AGI• TMls NC FO rO SLL awrlu ON IS 011A us THE IlsTMLK ls. rrr.e.. tHPIS ro0utrn.ser cane In..g C.etlrg.Safny . ah loping, 41;r12 ll and bred,„.5efer m and fotlom the Leant Melon of ne51 ..11dhg Ceepeco..t sefery LX,I.tin... Se ; ape S CSI far . c praeeldf oder 40+ TC DL 10.0 PSF DATE 12/15/15 to performing these functions. Isstellers eheil provide cgwermey Orating Per 5081. Unless noted otherwise. top elver!shell hove properly etCK1111 structure!slwsthlrg and bottom chord shell hese a properly ate-sidled 40111rigid ceiling. Locetin..Mown ref perw.ent lateral restraint of webs shelf hone bracing Installed per DCS! BC DL 10.0 PSF DRW CAt2SR7175 15349159 �� section.in Si,Si or■nl a.oppilo.b1.. Apply plrtto to wenn f..w f eros.and/Salute se nhcl..above end en n tJoint 3,OChI.. unless neem!otherwise. ,..fen to drawl Ice o 1''16/2015 ng. of r.poems psora W deviation OREGON BC LL 0.0 PSF CA-ENG BFR/GBH ALAlpin.. .division of 17I Building C.mww.w.ta grump Inc..hold net be responsible fpr NW devlatlan fnv this ' droning,any failure to build the true.In conformance with ANSI/TI 1. or for hendling. shipping. le AN ITW COMWWY Instal lotion I bracing.or trb..ee. TOT,LD. 45.0 PSF SEQN- 241655 9Ro ,00. T Ve" •NM lb Pyle drwly5!r■nr 015,.I lsel. Ulf drool IMIe sew....Own.shl•*■I pfll0■my,a eoton lee I - T rssp.n■uilly l sty ee Ny for din %ell pow Tie TPlta►1 icy.muco...K vele**whop flow One.ermeruf.ha the N. 5 DUR.FAC. 1.15 5351 Raw Cud! rsapann■1■111■y eI use Building rAwlpwr pM AlalIAPI 1 5se.a. SaasmgNo.CA95525 For worm Information wee this Jobs general hones peend these nob sit..: RwimmI g■MuWr201T SPACING 24.0" JREF- 1VMG7175Z01 ALPINC:melr.olpinsit...em, Tpl:w..spinst.orgi INCA:u. pow.bel,dustry•oo.: ICC:sea.ioessre.erg THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - BP40) Top chord 2x4 HF #2 Truss transfers a maximum horizontal load of Bot chord 2x4 HF #2 466 # ( 250.00 plf ) along top chord, from either Webs 2x4 HF Std/Stud direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Shear Panel System: Blocking panels shall be restrained against Drag Loads: Force(#) (PLF) Mbr Start End rotation by connection to adjacent panels. Each panel shall be Case 1: 466 250.00 TC 0.00 1.86 connected to each adjacent panels for the same PLF magnitude load as 466 250.00 BC 0.00 1.86 C7L.. ) ) the drag load stated. Provide lateral restraint for end webs against buckling. All panels shall be attached to the shear collector and roof diaphragm for the drag loads stated. End panels shall be attached to a suitable support for uplifts as determined by the engineer of record. 0.5 1.5X4 III 3X5= 1 / nnimilliems Rv=+\-250 plf 1-9-15 1-10-14 L Rv=+\-250 plfIM II/ 41-8-0 Y Y / 3X5(R) III 1.5X4 III 1"12 1-8-10 1� 1-6-14 p 1-10-6 Over Continuous Support Design Crit: tRC2012/TPt-2007(STD) PLT TYP. Wave FT/RT=296(0%)/4(0) 15.01.x ,':' g it lq&d, OR/-/i/1/-/R/- Scale =.5"/Ft. Truss Components of Oregon (5031357-2116 �r 'elFOLIO,ND FOttILL NM a tots moms! 525 N 4th ° Ave,e,ComelmsOR 97113 Iva TMfl•' wINISA This mum to ALL eamou cos INawuw me IIIsTKue. 0431NF4p. O TC LL 25.0 PSF REF R7175- 96090 __Trusses require ext..ca. In fete-looting.handling,chipping. Installing andbracing. Refer to and follow 19575 P the latest edition of ICS' (Building Component sanely Information.Information.by17 pram..1 ad PTCA)ger safety pram..prier , TC DL 10.0 PSF DATE 12/15/15 to perror.ing these r,a,.cl.n... Inotell.,.shell provide taporry bracing per SCSI. unless noted atlmrwls., �, top chord shall hews properly attached struewrel sheathing and bottom chard shell have a properly attached rigid ceiling. location shown for...ant later.) restraint of wain scall hove brsoiny installed per Ilcsl 40, . BC DL 10.0 PSF DRW CAUSR7175 15349260 2 atiens ga.57 or 510.as applicable. Apply plates to ewe,face of truss end position as Whoa,above and en �� IE Joint Details, ,aless noted otherwise. Refer to drawings 150A_I far standard plat.positions. I 16/2015 BC LL 0.0 PSF CA-ENG BFR/Gwli .4�J tl' v Alpine, a dial.len of In Building Components group inc.a«arl not ...alb,*r>sry deviation from this OREGON loving, any failure to build the[roes in conformance with ANSI/TA1 1.or for handling. shipping. fl AN ITWCOMR►NY installation a bracing of tr.saes. TOT.LD. 45.0 PSF A mewl en Shia drawing s.over pogo listing hall.drab,.,lgp 1Mleebee sN.reaOa prsleosi $Mglnaarhg 94 0.so 199. SEQN- 241657 raapaglblfity solely for the dollen ala... The aultabllity one ems eP tela*wring fee may sereta-I.the I rwpanaieiliq.r taw gelullg S.etgsor per Ag1AS1 t gaw.A. • DUR.FAC. 1.15 8351 RovmN Cid 0 Inf.-m.1.SicFor more IInf.-m.1.she this fess Saner.)not..page and thew sop Sita: a ,a JREF- 1VMG7175Z01 ALPINE: lalpin.lte.cep; TPI: a...tpinet.erg:RCA .dw :www.sbcipstry.doa: ICC:a .lecs.fe.org Rgnswt(9d.[730f 7 SPACING 24.0" THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS A OI MENS IONS) SUBMITTED BY TRUSS MFR. (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD. OR - BP4E) Top chord 2x4 HF #2 Truss transfers a maximum horizontal load of Sot chord 2x4 HF #2 466 # ( 250.00 plf ) along top chord, from either Webs 2x4 HF Std/Stud direction, to supports where indicated. Diaphragm and „�✓ connections are to be designed by Engineer of Record. 1r g Shear Panel System: Blocking panels shall be restrained against Drag Loads: Force(#) (PLF) Mbr Start End rotation by connection to adjacent panels. Each panel shall be Case 1: 466 250.00 TC 0.00 1.86 IP connected to each adjacent panels for the same PLF magnitude load as 466 250.00 BC 0.00 1.86 the drag load stated. Provide lateral restraint for end webs against buckling. All panels shall be attached to the shear collector and Truss must be installed as shown with top chord up. roof diaphragm for the drag loads stated. End panels shall be attached to a suitable support for uplifts as determined by the engineer of record. 1.5X4111 3X5(R) III / II irr,-011 1 Rv=+\-250 elf II Rv=+\-250 plf 2-0-3 I II MI a / 41-8-0 M V 3X5(R) III 1.5X4 III 12 3"8 � 1-5-2 W 1-10-6 Over Continuous Support I` I Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(096)/4(0) 15.01.!0;+•• • FB OR/—/1/1/—/R/— Scale =.5"/Ft. Truss Components of Oregon (503)357-f 118 e••IUI'• v s a This ore.ulsl eon / TC LL 25.0 PSF REF R7175- 96091 825 N 4111 Ave,Colnelms O 97113 •'nPolnApT'• plppns,I Will~NO 10 ALL oaglrlNglgls IIICIlO11R WE 1/6fAl1FR. G f M • Trusses require*area oae in fabricating.hns.Mii shipping. instating..d bracing.hey*afarp to and fo/lam 19676• TC DL 10.0 PSF DATE 12/15/15 the tete.odltIon of SC41 (building Caponent Ssrety Infatuate,.by TPI and MCA)for safety practices priorro to performing these rprottos, Installers shell provide temporary bracing per SCSI. .mese prey otherwise. , Cep chord shall Naw properly.reached a t...tural 2/teething and bottom Mere Mall have a properly attaaheaBC DL 10.0 PSF rigid St. 1na M ng. Loetlean for permanent literal "varmint of webs shell have bracing Installed per PCS s DRW CAUSR7175 15349267 �� the Joint sus. 10 or 110, w oppllcale_ Apply plates to each race or truss end position ma sheen above enc a Ail44111119 Joint Metal h.,unless noted otherwise. Ilan to drawings 1A0A4 for atard.rd plebe whittles. 1=16/201 S BC LL 0.0 PSF CA—ENG BFR/GWP Alpine.a divisie of 115 Building Components Croup Inc.Intshell net he responsible for any Obviation tram this draping,any tallier.to build the truss in eenfarmw.ee With ANSIJTP1 1.or far handling. •hlpPing. ^. OREGON AN ITW COMg4NY metal Intl..,.tracing of Cr.,.... +I TOT.LD. 45.0 PSF SEAN— 241659 A ar1 as API.dnaWns or arm"pope Ilstim this Munn., 1011.5.. yea 4.2O,77) ''F' reapsnsibll ty solely M ch.design Moen. The owltebl l ay and wee ef�al� erbp structure Is the �1 — ID31 Ram"Circle r apwn.l.l I icy.f the r11dmw•1..iper per AN•IFTPI 1 App:. O , 7 �1 DUR.FAC. 1.15 SEmknro,CA 951120 for.tere infaratian wee tn.Job..general not pogo and thewe sop aces. SPACING 24.0" JREF- 1 ALPINE:ww..lpineitw.no.:TPI:ew.tpi.nr.erg:RCA:wa.sboinduatry.oN: ICC:ew.ioasefe.org Rwll•wN0•i•NlOh91T y7RV7175Z01 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - BP5) Top chord 2x4 HF #2 Truss transfers a maximum horizontal load of Bot chord 2x4 HF #2 466 # ( 250.00 plf ) along top chord, from either Webs 2x4 HF Std/Stud direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. �o°` Shear Panel System: Blocking panels shall be restrained against Drag Loads: Force(#) (PLF) Mbr Start End /'+, rotation by connection to adjacent panels. Each panel shall be Case 1: 466 250.00 TC 0.00 1.86 connected to each adjacent panels for the same PLF magnitude load as 466 250.00 BC 0.00 1.86 the drag load stated. Provide lateral restraint for end webs against buckling. All panels shall be attached to the shear collector and Truss must be installed as shown with top chord up. roof diaphragm for the drag loads stated. End panels shall be attached to a suitable support for uplifts as determined by the engineer of record. 1.5X4 Ii 3X5(R) 111 / i II Rv=+\-250 plf 1 Rv=+\ 250 plf ' 111 1-7-0 II II N / 40_41-8-0 3X5(R) M 1.5X4111 1"72 1-8-10 1'is 1-6-14 711,i2 1e 1-10-6 Over Continuous Support Design Crit: IRC2012/TPI-2007(STD) a PRbp PLT TYP. Wave FT/RT=276(076)/4(0) 15.01.1 S % OR/—/1/1/—/R/— Scale =.5"/Ft. Truss Components ofOregon 1503P57-!i IS "WARNINGI••SAB me FOLLOW ALL NOTES ea1111SLSAIIIICI Q1N� O 825 N Ave,Cornelius OR 97113 ""�ORA"t" 1°'s'' DRAWING So ALL m.IMclola+'m"alab TMa INSTALLERS. lc46 Z TC LL 25.0 PSF REF Rh 75— 96092 Trusses..gnire extra,.car.In fabricating.bending. shipping. Installing end bracing.barer to end follow 19676P 7TC DL 10.0 PSF DATE 12/15/15 the latest edition or SCSI (building Component S.r.cy Information. by TPI and wTCA) for..rely practices prior1 to pa Ing these functions. Installers shell provide temporary bracing per SCSI. Vol.se noted otherwise. 01. top chord.hell have properly attached atructurei eheething end bottom chord shell ley,.properly attached rigid telling. Location on elven for perdont lateral restraint of webs.hall have bracing Installed per SCSI / i BC DL 10.0 PSF DRW CAUSR7175 15349262 ALPINE sections IN. DT or 810. as te ether. Apply pieta dowing of Parem and rd position in ,dote.ave en the Joint Details.unless noted atnsrwl Refer to drawings,aoA_:Par.and.ra plate prltlae. I 16/2oN BC LL 0.0 PSF CA—ENG BFR/GWH ----1Alpine.a division of Int Building eompon.nt.Croup Inc.shell net be respwelble for any deviation free tn. OREGON drawing,anyf failure to build the truss In conformance with ANSI/Tel 1. or for handling. shipping, v AN TM COM . RANY Installation A eraenng of tra..w. '9 N. ++i° TOT.LD. 45.0 PSF SEQN— 241 661 G& A 1 an IMrw/ .dng r Gorr Gopig.I letlng GRID Arming. la Inllee eeeapti..a of prSPIAAlen.i wglewring . , N DUR.FAC.. 1.15 _ en re.p .lbll ley&Idly fee.U.S dwlgn shown. The ou1W„Icy and me of ilia drawing for spy ate euro in t 8351 korona Circle r..penelbl I lty of the cul Idles Designer p.r eml✓I►I T s&.a. ha 0L S . Sacramento,CA9iE1R For more Information see this lob•s general net.s pope and these comb,ilia: SPACING 24.011 JREF— 1NMG7175Z01 ALPINE.ww.slpin.iv.er: TPI:ewa.tpinat.arg;RG:wr.e cInarcry.aow: ICC:wr.lccmare.arg Renewal Date 11/89/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUOMI TIED BY TRUSS MFR. (1115081--TIMBER TECH FRAMING -BURNHAM-A5H/BLDG 1/ EAST -- TIGARD, OR - F1) Top chord 2x6 HF #2 2 COMPLETE TRUSSES REQU I RED 1 2 Bot chord 2x4 HF #2 Webs 2x4 HF Std/Stud :W2, 118 2x4 HF #2: Nail 5chedule:0.131"x3", min. nails Top Chord: 1 Row *12.00" o.c. Special loads Bot Chord: 1 Row *12.00" o.c. 11(-- -;7.1cs.;) (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Webs : 1 Row * 4" o.c. TC- From 70 plf at -3.88 to 70 plf at 5.94 Use equal spacing between rows and stagger nails TC- From 35 plf at 5.94 to 35 plf at 33.56 in each row to avoid splitting. TC- From 70 plf at 33.56 to 70 plf at 43.37 BC- From 20 plf at 0.00 to 20 plf at 5.97 120 mph wind, 43.04 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- From 99 plf at 5.97 to 99 plf at 33.53 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC BC- From 20 pif at 33.53 to 20 plf at 39.50 01=6.0 psf. BC- 457.00 lb Conc. Load at 5.91,33.59 Wind loads and reactions based on MWFRS with additional C&C member In lieu of structural panels use purlins to brace all flat IC * 24" OC. design. Deflection meets 1/360 live and L/240 total load. Creep increase factor Truss designed for unbalanced snow load based on Pg=25.00 psf, for dead load is 1.50. Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. 5X.7 4X5= 0.5 _ 6X8a 4X5 1.5X4 11 5X7. 6X8= 5X5= 6X8ne 0.5 4- 1-4-0 3X5 IMI f.�a. --- +i! ".'"`- 1-6-15.4-0 - �Lfa.�..�t�- - - _ • +41-8-QL � 5X7= 3X5= 6X12= 4X8= 5X5= 4X5= 4X5= 3X5111 L3-10-8a1< 23-7-0 >lc 15-11-0 >1E3-10-8� L 5-11-4 5-5-4 5-7-0 6-9-0 4-5-0 5-5-4 5-11-4 1' 5-11-4 5-5-4 5-7-0 6-9-0 4-5-0 5-5-4 5-11-4 . 5-11-4 27-7-8 ,J_. 5-11-4 . E.: 39-6-0 Over 3 Supports )I R=1726 U=324 W=5.5" R=3497 U=509 W=3.5" R=999 U=248 W=5.5" Design Crit: IRC2012/TPI-2007(STD) , 0 PRO PLT TYP. Wave FT/RT=276(096)/4(0) 15.01.'4 ,). Sft, OR/-/1/1/-/R/- Scale =.1667"/Ft. Truss Components of Oregon (503)357-!118 .OWININGteaREAD NoFOLLOW All IMESOlt 1x15maim, (;Into 825 N 4th Ave,Cornelius OR 97113 •' mer Nn•e pawl N 1"la OMINNN 11 ALL CONMACTOI5 IRlWIUS TMC INNtM,It/6. F� TC LL 25.0 PSF C two lowest require -.q ire Def*CSI taro In fabricating,Componhandling,slipping, installing and breoins�borer to and follow 19176. REF R7175- 95961 KY 1e temporary by TM wf51 for sstn ar..eth„prix r TC DL 10.0 PSF DATE 12/14/15 to lowest ed those!sootier*.(g Installers shell provide temporary bracingWIpar TC51. Unless noted otherwise, �r 0111164 top closed shell laws properly.Ctatwed struat,.-al sheathing end bottom shore shall Isw a properly atteslad rigid piling. Loonies.srewn for p.r.anent lateral restraint of webs shell hove bracing inatalind per SCSI / % BC DL 10.0 PSF DRW CAUSR7175 15348317 'ili�� , she ionsJoin 0.7.57.i or 51e, as Apply plates to each The.of ranc and position„.bollen Amos aro on F Ijt~---J the Join Details, ,a.f„,noted Otherwise. Water to drawings,.ml-:for standard plots positions. t.16/2015 BC LL 0.0 PSF CA-ENG RTT/GWH Alpin..difl.tor et 17W SW Idly ee.panancs Gra.n is..dial/not b.re.pe„tton for any ippintion fro.this OREGON drawing.any 1,1w*to Wile the crus.In conformance with Ng1/11.1 1,or for handling. shipping. - AN TN COMPANY Instal lcoal b bracing of trussed. A a.a1 b MN*mare or.war papa ti011y Mlle wool Ilrelmwtoo moopt.ren w prof orinl.gllax,q 9R A,29,'s�� 't• TOT.LD. 45.0 PSF SEQN- 241146 8351 RovingCilde nalli11yy sof Lw wuNing amigo Nor toy uin.r par a1/171 1 Soo=are fa.w au w..lq for any maenad..I.w 0� a N OUR.FAC noon 1.15 stDalleltD,CA 95828 for earn mro...ei.s ow.obis Job's gown*./nor„page and these web.,t„: RM7gtrtlt t>•tg t11)012p17 SPACING 24.0" JREF- 1 VMG7175Z01 ALPINE:nwo.alpinwic.,o m:1p1:s.w.tpinn.erg:WMA:aww.sbolnauetry.00a: ICC:w.iusaf..org (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - F2) THIS PIG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x6 HF #2 :T3 2x6 HF SS: 120 mph wind. 43.08 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP 8, wind IC DL.6.0 psf, wind BC Webs 2x4 HF Std/Stud :W2, W4, W8, W10 2x4 HF #2: DL=6.O psf. :W6 2x4 DF-L 2400f-2.OE: Wind loads and reactions based on MWFRS with additional C&C member (a) Continuous lateral restraint equally spaced on member. design. In lieu of structural panels use purlins to brace all flat TC e 24" OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord II load applied per IRC-12 section 301.5. Deflection meets 1/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. 5X7= 6X8= 0.5 _ 6X10' 4X12 (a) 1.5X411 T3 6X10= _ 0.5 3X5RE 4- _ m (a) in (a)�mtttttttt� 1_4-0 r_� r W4 1 8_ ~ ) 1-7-15 1-4-0 1 41-8-0 3X7111 6X8= 3X5=, 4X8= 5X12= 3X5 3X711 Lm3-10-8>t< 23-7-0 >lc 15-11-0 3-10-8>.I 7-9-5 7-11-1 7-11-4 7-11-1 7-9-5 a÷ 7-11-1 'I 7-11-4 }I I_ 7-11-4 _I, 23-7-8 1 I_ 7-11-4 --..f 1.o 39-6-0 Over 3 Supports R=1273 U=305 W=5.5" R=2337 U=316 W=3.5" R=837 U=249 W=5.5" Design Crit: IRC2012/TPI-2007(STD) ,gO PROF PLT TYP. Wave FT/RT=2%(.07.)/4(0) 15.01.. 4.4 �S'�p OR/-/1/1/-/R/- _ Scale =.1667"/Ft. Imes Components of Oregon (503)357-2118 •• M1MBt••REPO NO/auw,ILL NOTES al TMls entemi;1 S. �v aE�. 'i� B25 3V 4]e Ave,Cornelius OR 97�13 "R DONNISH TIES°"Mer T°"u°°^""n°q INCLUDING TIE tRerPum. 0 y�f TC LL 25.0 PSF REF R7175- 95962 Tress..require extreme In fabricating.handling, 'hipping. Installing end bracing.Refer to and follow 1t�B ! the 1 edition of gosi(5.1iding uMpenent.Safety Inf.rnetlon.by TPI end RICA)for safety practices prior • TC DL 10.0 PSF to pofr.reing the.e f.e.tione. in tell..-.*II provide tn.porery br.el..g per SCSI. u,Ie.e noted ether...., �� DATE 12/14/15 tap chord sheltie's*properly attached structural sheathing and bottom chord Shell haven prbp.rly ttt.ah.d l rigid calling. Westiuns shown for perpw.nt 1 I re.trelnt of*.hall have brat log in.t.I led per gcst '� I BC DL 10.0 PSF .DRW CAt1SR7175 15348315 ALPINE Ione eT or 110. s aryl leabie. Apply plates to each face or toyss end r,positionpiste w Sheen Move on 1 y,^15 the inJoint Levisi noted ang CeIw. Rarer Co Ina.l*ha l not Tor sponeara alae.Awry Bevin.. WLV BC LL 0.0 PSF CA-ENG RTT/GWH Alping,e. a elalalur.f Ibu Building uespin ooh creep Ino. *hell not a responsible hon for Pry apping,.n from t",. OREGON _ anter l en,r.Ir..re te f build the trues in eenr..aance with ARSI.TpI ,. or nor handling, 'nipping, 9 n.�,1 `+ TOT.LD. 45.0 PSF SEAN- 241149 AN 1TW COMR4NY Ira.ullae len a bracing of trusses. A AAA' en M,s*..1ry s.ew-f plls.Plating VII.erwinngg Iedle.t..:7111: .K pf.Mei•nel w,pl,wring f.aprulbll Ib e•tem hr Vr Designer shies.. Ti..rrlt.bitlb rad .f Vii.rwl�far wry Nri1.L.r.la Van O� T e 5351 Rmm,l C;Irk f.epw,elbl l lb se Id..Sul Wag Designer par AIOI/+PI I,1.6.:. DUR.FAC. 1.15 SncrameNA CA 9N1211 For mere,nfereetien see this Job'•general..etas pegs enables.web bites: ALPINE:ww.elpinaltw.tee:TPI:w.w.tpinet.org;RCA:ww.ebalnauetry.tow: Ice:woo.l<teara.erg '°"""'t°i°i°m°r101 SPACING 24.0" JREF- 11/MG7175Z01 THIS DMG PREPARED FROM CONFUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - F3) Top chord 2x6 HF #2 :T2 2x6 HF SS: 120 mph wind, 43.13 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL•6.0 psf, wind BC Webs 2x4 HF Std/Stud :W2, W8 2x4 HF #2: DL=6.0 psf. (a) Continuous lateral restraint equally spaced on member. Wind loads and reactions based on /MFRS with additional C&C member :!) design. In lieu of structural panels use purlins to brace all flat TC a 24" OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord liv Deflection meets L/360 live and L/240 total load. Creep Increase factor load applied per IRC-12 section 301.5. for dead load is 1.50. Truss designed for unbalanced snow load based on Pg=25.00 psf, *** DO NOT TURN TRUSS END-FOR-END *** Ct=1.10, Ce=1.10. CAT II & Pf=21.17 psf. 5X7(R)gE 4X5(R) 11 0.5 3X5= 6X8 (a) 1.5X4 III T2 8X8= a) 6X10= 3X5= _ 0.5 1-4-0 l 11—NNNNN� :�:.+r""".r�� I.. 1-8-15 0 1-4-0 3X711 5X7= 4X5= 1012= 4X88 3X10= 3X5= 4X5(R) IN 3X711 43-10-8 23-7-0 >1.c 15-11-0 3-10-8=-1 5-0-0 4-11-4 6-5-15 7-3-11 5-9-15 4-11-4 5-0-0 5-0-0 4-11-4 6-5-15 7-3-11 5-9-15 4-11-4 5-0-0 i- 9-11-4 ,I_ 19-7-8 _1_ 9-11-4 Imc 39-6-0 Over 3 Supports R=1314 U=312 W=5.5" R=2248 U=303 W=3.5" R=887 U=259 W=5.5" Design Crit: IRC2012/TPI-2007(STD) to PROP*. PLT TYP. Wave FT/RT=296(0X)/4(0) 15.01.,/._ AY* 8 OR/-/1/1/-/R/- Scale =.1667"/Ft. Truss Components of Oregon 503)357-2118 "wMINSI"IKANrag PILLONALL EOM 00MIS own owl F,� -1. TC LL 25.0 PSF REF R7175- 95963 825 N 4th Ave Cornelius OR 97113 ••I ►M•• MINIM nom swum TO Au aanuAerwu slweslw nM smlruur. 0 N 10678 Tromso.r.gulr..1tr.a cone In r.brla.ting.I.a.dl loge flipping. Installing end bracing,beer to end folio* i the l.t..t edition of bbl (building Coop......t a.r•ty inrer..tlen.by TP1 end arta)for.efety proal«.prier ,01111 TC DL 10.0 PSF DATE 12/14/15 to performing Sit.!l.latlen•. Inrt.l hers obeli peel.t..porary bolo l,g par SCSI. Vol...noted.tblr.les. tope stand ell lose properly.hd •b ., atrestructur.1 ..tbing .d b.tta .0 ,411164, chord 11 nes.a properly ot0At1Md �' NBC DL 10.0 PSF DRW CAUSR717S 15348316 old selling. Locations sheen for permanent'street tonin of nobs Walt non bracing Installed per SCSI 1-16/2015 All PO N.. 00TiIi .1.1.1 W. ai or online 1 . 1.1610. Apply pious toar 0g r100.1 frussfors old position p Noon,...bet.r.n.en ted blot p*1o11.,n..1.11 noted ans Col eon aster to Int. 1*ad e r•p responsible pier.poo 001001 OREGON BC LL 0.0 PSF CA-ENG BFR/GWH s. Alpla..dlsl•Ipn of I71 F,Ild lope Cw•or.nte grana tone.Neil net a reepw.alb 1.for any awletlN from this fti dnstal l sly fol lora to bulla ebb true.In<.n.r..m..e..Itb A16//TPI 1.or for handling. Nipp l,.g, 9 V M.20,10� TOT.ID. 45.0 PSF SEQN- 241152 AN ffW COMPANY Instal lotion b bracing or Or.w.... A al an Ws fr.0lnp or boor peg*I1.tbg tollo drml illfla.ba.oe..ptora of pr.fa..lasl.glfrorllg o p..1b111�ale/y far ~l .A�m11=1,111[7 sof w of W1**mins for any*Mateo*1*d. O� p •�� DUR.FAC. 1 .15 8351 Roma Circle raap.l.IbllI of U,.SolidlySal Sbaenea,CA 95828 For'.ere loft_ItlolO 00*01,1..1.0 glner.l notes pogo and those..b flus. RAI.*NI DMINAMl2O17 SPACING 24.0" JREF- 1V11G7175Z01 ALPINE: a .•ipinelt.-a :TP1:.aa.. .tpinet.arg:=A:•••..b.lntry..a*: ICC! woe.l..ssft.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 4 DIMENSIONS) SUBMITTED 8Y TRUSS MFR. (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - F4) Top chord 2x6 HF #2 120 mph wind, 43.17 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud :W2, W8 2x4 HF #2: DL=6.0 psf. (a) Continuous lateral restraint equally spaced on member. Wind loads and reactions based on MFRS with additional C&C member design. a in lieu of structural panels use purlins to brace all flat IC a 24" OC. �}t Bottom chord checked for 10.00 psf non-concurrent bottom chord IIv Deflection meets L/360 live and 1/240 total load. Creep increase factor load applied per IRC-12 section 301.5. for dead load is 1.50. *** DO NOT TURN TRUSS END-FOR-END *** 5X7us 0.5 _ 3X5i2 6X8= 1.5X411 6X8 6X10us (a) 3X5 0 5 4X5(R) 1I • 14 _ s _ _ -4-0 w`� ....... ....... 1-�we . Y i 1-9-15 1-4-0 141-8-0 3X7 III 5X7. 3X5= 6X12.11- 4X8= 3X7= 4X5= 5X5 3X7 III 43-10-8>ic 23-7-0 15-11-0 3-10-81-1 5-11-10 5-11-10 I- 5-11-10 � 5-11-10 - 5-1-15 6-7-11 3-9-15 5-11-10 5-11-10 11-11-4 15-7-8 11-11-4 F39-6-0 Over 3 Supportsal R=1217 U=312 W=5.5" R=2148 U=312 W=3.5" R=859 U=260 W=5.5" Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=296(0%)/4(0) 15.O ' ' 47c OR/-/1/1/-/R/- Scale =.1667"/Ft. Truss Components of Oregon (503)357-1115 "IMMI1111B1"wow MID FOLLOW nu Imes a1 THIS ORAIIIIICt B25 N 4th Ave,Cornelius OR 97113 "InrolnAs►" RAIMINI IsWw m ALL gs.Illterals MADAM TIE 111gl1.i616GN. , � d{s tZ TC LL 25.0 PSF REF R7175— 95964 Triremes require ettrem more In Taerlaathq.Iwdl raga shipping. lrgtaltlrg end bracing.Mier to and feriaett=latest ed1tlen or SCSI (1,.l ruing C..pa.,.,.t safety Inrere.rtlw.ell ... TPI d WA)fee...eta prattles.prier F. 111876 TC DL 10.0 PSF DATE 12/15/15 to preening these f.sntlarn. Installers'hell provide teaper.ry bracing per sal. Unless meted stearal.., ttp eters al..1 I tram pep.rly ett ...d.tru.tr.l O.eetl.tnp sod bottom thea Mill..w �t rigid wising. Letatio..*en for pare ssK lateral restraint of pee.Marl t.ve bracing natal ed�sell �- -, BC DL 10.0 PSF DRW CAUSR7175 15349099 A rlI� IPO N sett SI. Si or a.appsleuI.. Apply plat.,to act.raw truss eendppetition..sheen aper.and an O Oh.Joint sills.vol...noted.Chalet. Refer to smarts/s lonet for.teM.ro Prate pillion. 1 1612015 BC LL 0.0 PSF CA-ENG BFR/GWH Alpine, a y visionfailure of Int u buildingdthe ussee.n.te tr..o Is.. sb.71 net 0.nfor for wry devintlen free tai. drmi,.g, .nq rel lura to build the Cepa.In w..rorer..s.wits A.SI/lvl 1, or for h.Mllrg, shipping. ,, OREGON AN CTW COMMNY 1...t.l I.tlon b bracing of cruse*, '+ TOT.LD. 45.0 PSF SEQN- 241155 A..N.n Mn.1drawing w same raga 11.011,/this drawing. Indio/14mma 1w mammon..f e/ pe ►a.INM .I..i.n..l 9R h.20.1� r.gr.albtl ley..l.Iy he the dm ..l,.edaml...oidw llty and pof thIs drawing fpr any wa.tlwa I.tln ♦ 8351 Rim Curb •..poet/bl I Ity w Mn.MI IdIns Donlon.•par MOI/1T1 I S40.2. O l N DUR.FAC. 1.15 • s.criM.lw.cA 95R21t For.era is .tee: en sae this Jeb•. ;IITCA .. s p.'. these..e eats.: R.lt.=.IO.Nsalene17 SPACING 24.0" JREF- 1 VMG7175201 ALPINE:war e..el Palm: TPI:per Ull lml.erg;MRA:w..pc l..d..try.eoa: ICC:..._letNre.afg (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - F5) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS b DIMENSIONS) SUBMITTED BY TRUSS SFR. Top chord 2x6 HF #2 The maximum horizontal reaction is 2500# Bot chord 2x4 HF #2 Webs 2x4 HF Std/Stud :W2, W11, W13 2x4 HF #2: (++) - This plate works for both joints covered. :W19 2x4 DF-L #2: :Rt Bearing Leg 2x8 DF-L #2: (I) - plates so marked were sized using 0% Fabrication Tolerance, 1 degrees Rotational Tolerance, and/or zero Positioning Tolerance. Wind loads and reactions based on MFRS with additional C&C member design. 120 mph wind, 43.21 ft mean hgt, ASCE 7-10, CLOSED bldg, Located 0 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.O psf, wind BC Bottom chord checked for 10.00 psf non-concurrent bottom chord live load DL=6.0 psf. applied per IRC-12 section 301.5. (a) Continuous lateral restraint equally spaced on member. Deflection meets 1/360 live and L/240 total load. Creep increase factor for dead load is 1.50. In lieu of structural panels use purl Ins to brace all flat TC C 24" OC. SEE CALCULATION PAGES FOR LOAD CASES NOT SHOWN HERE. 8X10= 6X10(I)(++) 6X8 0.5 _ 4X5= (a 6X10= 4X72(8) III W11 W13 (a) 5X7(8) III 8X8= 4X5= _ 0.5 + 0111M111111 NM am IIIIII 1-4-0 It- �...m.�_� _111 1 �i��114! Al � i 1-10 1S 42-8-0 li 6X8E H0308 4X5- 5X7= = 5X7(8) III 4X5W19 1 41-8-0 3X7 III W2 4X5= 4X5---,- 3X5= 3X7 m Lc-3-10-8>L 22-11-6 16-6-10 .1.c3-10-( J 6-11-10 6-11-10 4-4-4 l-9- 2 10121-10-6 fi-11- 0 § 11-16- 1-10 ► 7 4-2-8 1- n -%-11W1-106 7-1-6 ► 6_11-10 -i 13-11-4 11-7-813-11-4 22-11-6 0-7-4 15-11-6 k39-6-0 Over 3 Supports R=1297 U=320 111=5.5" R=1848 U=273 W=7.25" R=990 U=278 W=5.5" Rh=2500/-2500 RL=1879/-1879 Design Crit: IRC2012/TP I-2007(STD) PLT TYP. 20 Gauge HS,Wave FT/RTa2%(0%)/4(0) 15.O1.rjb '• Bl_ OR/-/1/1/-/R/- Scale .1875"/Ft. Truss Components 503 357-.113 •*MnNINBIe'am Ao TOL ALL IMES m ails ow.lwf {N REF R7175- 95965 ppn� ( IWrrAlma w011in TRIM w.1110 Te ALL hASIMCISIIt I.e1,..1..,1/E IhsiAALIERS. Z TC LL 25.0 PSF 825 N 4th Ave,Cornehm OR 97113 Tna.ses r.y„1.e extreme car.1"rwrl�tllq. handling. Shipping. a �� F�� O ",. Pt•,. y TPI Md)breath).hty r to fpiior 19575 7i TC DL 10.0 PSF DATE 12/16/15 the latest edition of SCSI arepel re Component handli Infer-ratan, by TPI and end for s.r`ey rotor Inds prior to perf.r.lre them.function.. Installers.hall provide temporary bre,lne per SCSI. Unless noted°therlrlae, ' �1 top shard shell have properly attached structure.provide elvesthIng and bottom chore shall have a pr r attached 1 0.0 PSF rigid coil log. Locutions shown for permanent lateral r atrelnt or webs shall lave bracing Imitated per SCSI �+ !.. BC DL DRW CAUSR7175 15350032 actions dt.g7 or 010. es applicable. Apply Masa to wall tone of truss.M position.s Mown above end on A PONE the Joint Decals,tales.noted otherwise. Refer to drawings leoA-z for standard plat.position.. 1 16/2015 BC LL 0.D PSF CA-ENG BFR/GWH Alpine, aw.el.n of 111Isnrldf.g Ceapswnts Group Inc. shell not hos r.rpnneisl.for...y deolotion for twin OREGON drawing. any failure to build ne trete in eenfor.ence with MSIn►1 1,or for handling, shipping. It: AN rrwCOMRANY foetal lotion A bracing of tract.., a� v TOT.LD. 45.0 PSF SEQN- 243509 A..l en AMA etafrbg Pr..n.f page 11wa1ng @Ma er lfine lost.00m0 ma.apaarga M prwhrlwrl agtrmerlmg 7� A.20.100 f.app.albll lay m1.15 far the dr len Moran. The wltmbll Sty ane mw./ I.drawing/ar dry eirpebrr.Im Mm 8351 RavalhaCilde f.ap.aibl Ilan of elm .l Ming Solent per A41rn1 t Sm.!. Qt T ,N DUR.FAC. 1.15 Swan.go,CA 8358 for..,...Information see Ms Jobe general nen. net pegs and these web sites: 24.0" JREF- 1VMG7175Z01 ALPINE: .lpal lnt..00n TPI:.ea.tpinst.org;.neat.wn.otol,.dnatry.ao.: IWC: mow.lettere-ore RDab SPACING THIS°NG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - F6) Top chord 2x6 HF #2. The maximum horizontal reaction is 2500# Bot chord 2x4 HF #2 Webs 2x4 HF Std/Stud (I) - plates so marked were sized using 0% Fabrication Tolerance, 0 :W2, W4, W11, W13, W14, W15, W16 2x4 HF #2: :W17 2x4 DF-L #2: degrees Rotational Tolerance, and/or zero Positioning Tolerance. :Rt Bearing Leg 2x8 DF-L #2: 120 mph wind, 43.25 ft mean hgt, ASCE 7-10, CLOSED bldg, Located (0 Wind loads and reactions based on 'MFRS with additional C&C member anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC design. DLn6.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load (a) Continuous lateral restraint equally spaced on member. applied per IRC-12 section 301.5. In lieu of structural panels use purlins to brace all flat TC w 24" Deflection meets L/360 live and L/240 total load. Creep increase factor OC. for dead load is 1.50. SEE CALCULATION PAGES FOR LOAD CASES NOT SHOWN HERE. 4X12(R) III 6X10(I)_E 6X8 0.5 — 4X5 (a 8X10us 8X8= 3X10a 5X7RE a) 5X5= + - !e* — 0.5 5X5= 11 = 42-8- 1-4-0 1 ..�'L �;- i_W . =.7.— ;1 01-11-15 6X$=A. W17 41-8-0 I_ 3X7111 H0308= 4X57e 3X5(R) Ili W14 3X10m 3X5 5X7"- 5X5em 3X7 al 1.<-3-10-8>lc 22-5-14 >1...E 17-0-2 >L 3-10-8-1J 7-11-10 7-11-10 ., -4-4.11.-9-21Z-3-1 1-2-10 7-11-10 7-11-10 7-11-10 8-1-8 -12-2-g 9- -5-fi 8-5-4 7-11-10 I1 15-11-4 22-5 14 —I— 7-7-8 _ __� 15-11-4 16-4-14 0171-4 }'t 39-6-0 Over 3 Supports R=1280 U=318 W=5.5" R=1000 U=279 W=5.5" Rh=2500/-2500 RL=1879/-1879 R=1856 U*278 W=7.25" Design Crit: IRC2012/TPI-2007(STD) a P• gp PLT TYP. 20 Gauge HS,Wave FT/RT=2%(0%)/4(0) 15.01., .re y F / S OR/-/1/1/-/R/- Scale =.1875"/Ft. TnusCom tsofOreon 503357-!1i8 'eMmBMIMI""FAD/4loFOWMMLllmFsalix1$0R IPsl REF R7175- 95966 825 N 4 h Ave,Comelms OR 97113 "1 'r• ^�1�TIM NII*To ALL ao■nlllclmis MCMINN me INsrr.lslo• .. �1 G t'4 � Oy TC LL 25.0 PSF Trreees require eotre0e a In fabricating,.,_Idling,shipping. y TPI i,g ane breting.gofer to end fell.. 19575 r TC DL 10.0 PSF DATE the latest edition of SCSI(Building Component Safety Information.by sin end m1CA)for safety pr.etlher prier 12/15/15 to performing the.fo Melon. Installers shell provide tewperery bracing per DCSI. Unless noted=hal-eelse, �r cep sherd.hell has.properly ette wed.tructbrel.teething and bottom shard shall her.a properly attached BC DI 10.0 PSF DRW ceiling. Locations shown for permanent lateral r tr.Int of webs shell have bracing Installed per 0031 e� iRW CAUSR7175 15349105 A Lpfl N V sections W,07 Sr 810. as noted oebie. Apply pin.o to each f11n ef err.s end position me down.paw on p the Joint getai�.,unless natal otherwise. wafer draelngoshe 1000-:for spontlibl Plata any de ane. 1 16/2015 BC LL 0.0 PSF CA-ENG BFR/GWH Alpine, .dwlelen or I/7 Building Cewpe,enta Croup Inc.w..�t nro reepensible ler oily dstletI.l from rhes OREGON drelng. any to lura to build the tans in conformance with ANSI/TPI 1,or for iendling, shipping, AN rrwcoatwanrr In,tallatlen.gracing of truss... 9 n.20,10* .4 TOT.LD. 45.0 PSF SEWN- 243511 A Mae/.n Mile growing or oder pop Sloth.*Mie Arming. Inaleeaa weepier**of prefeeel.rlel engineering reepi elbl l lrp Agilely Ter the design sheen. The w/w11ty one reg of ArIS dramas rer any streamers Ie tee -.- 4351 MINS Circle I l lty.r w w 11511.9 o..lp.f per meViPi 1 s...:. �� .N DMR.FAC. 1.15 i sgvancvlo.CAv5N28 ALPINE:at'.Ip.neltw.eae:t7PI spinest..erg:'lifter ww.teaineoatry`0,,.wee•,a;,e.iossere.erg Rrl1IW DNUMMWaor7 SPACING 24.0" W JREF- 1VMG7175Z01 (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - F7) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS I.DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x6 HF *2 120 mph wind, 43.29 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF N2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud :W2 2x4 HF *2: DL=6.0 psf. (a) Continuous lateral restraint equally spaced on member. Wind loads and reactions based on MWFRS with additional C&C member ,,,///-1 design. In lieu of structural panels use purlins to brace all flat TC s 24" OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord Ii Deflection meets 1/360 live and 1/240 total load. Creep increase factor load applied per IRC-12 section 301.5. for dead load is 1.50. *** DO NOT TURN TRUSS END-FOR-END *** 5X5BS 5X7RE 0.5 W2 3X5 5X7 6X10 6X8(R) III 3X10 XR 4X84X5= _ o.s 45( ) RI r 99 a mom '1 1-4-0 u1 . \,� _ u ' 2-0-15I _.1.. _ y 111 �'�,- 41-8-0 1 3X7 RI 4X$— 3X5= 3X10 3X10 ini 3X10= 4X5= 5X5 3X7 II L-3-10-8>I< 22-9-8 16-8-8 .1{3-10-84../ 5-11-3 44 6-0-15 6-0-15 5-11-3 + Wg _4-4- 5-11 4-6-11 �6-0-15.��5-11-33 17-11-4 3-7-8 17-11-4 1( 39-6-0 Over 3 Supports sI R=1148 U=294 W=5.5" R=2238 U=326 W=3.5" R=861 U=244 W=5.5" Design Crit: IRC2012/TPI-2007(STD) . 0 PROA PLT TYP. Wave FT/RT=296(%6)/4(0) 15.01.! ,. F`, OR/-/1/1/-/R/- Scale =.1875"/Ft. Truss Components of Oregon (503)357-;118 w'Mm1IMmI!MI'''.REPO ma TOliar AI. bores co TRIs uwIpmI egMTRectvla 0101.110010 110 1R6TALLb1b{, �� "Ism" RIIw1Yl nils 010•11110 70 ALL O � TC LL 95967 25.0 PSF REF R7175-Ap 'Ty 825 N 4th Ave,Cornelius OR 97113 Trusses require...tramp core In fabricating,nnhandling.ahippng. Installing rd bracing•aero'to and follow 19575• the I edition*f SCSI (building Component bafety infwvtion,by TP1 and PICA)for safety pract,oea prier TC DL 10.0 PSF DATE 12/15/15 f a to performing threw i tlaq. Installers shell provide teeporery Swing per SCSI. Unless noted otherwisee. , idilhik top chord shell hew properly attached structural sheathing and bottom*bore shell hew•properly.tt.awd / — rigid walling. Locations show,for perar,.nt lateral restrain=of!bs shell haw brawl Intel ted per SCSI Ir. 1 BC DL 10.0 PSF DRW CAUSR7175 15349108 a57se tete old hi..i.,$10 a ote iotl,r. Apply pi.cto to each rets of truss and.-.plate pe shoes shove and on A Pd N I the Joint la, unless noted Otherwise. Refer to drawings 1b0A4 for standard plate pr,tions. I 16/2015 BC LL 0.0 PSF CA-ENG BFR/GWH Alpine..division of ITS`rishe.no ,ng fewer nes group Inc.•hat be r.ppenelble for ey d.vl.tion from this OREGON drawing, Pri __any fellow,co build the truss in conformance with ANSI/TPI 1. or for handling, shipping. A AN rTw cAMiMNY in.t.I lotion A brrlag of trusses. 9 44,2 left TOT.LD. 45.0 PSF SEAN— 241164 A•••1 an Sole de l.,or.soar pep&11a1p wit*rowing. l.dlemYe•••••••••••of pfah..lawl•n00.•••1.•635 RaruCiitla .weirwibilloy rl.ly for the drlpl Oman. T r eulWgi(iey and.r of skis marine fur wry etrusWr.I.the O� b T a 0DUR.FAC. 1.15 raspalel$Il Sty of Hie OW Whom pu .ipr per ANbI/TPI T 5...2. SaoraneI..CAmux For.*n.information and Jobe.general not..Peg* Chess nett sites: SPACING 24.0" JREF- 1VMG7175Z01 ALPINE::awr .alpllteP.e.eeer:'TPIwr w .tplt..rg;SICA:a,r.ebclnvinr�try.cr: ICC:mr.leewfr.org Menowat Ddb MI0/2017 (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - FBP) THIS Das PREPARED FROM COMPUTER INPUT (LOADS a DIMENSIONS) SUBMITTED BY TRUSS MFR, Top chord 2x6 DF-L 2400f-2.0E :T2 2x4 HF #2: Brg blocks:0.131"x3", min. nails :T3 2x4 DF-L 2400f-2.0E: :T4 2x6 HF #2: brg x-Ioc #blocks length/blk #nails/blk wall plate Sot chord 2x4 HF #1&Bet. :B2 2x4 DF-L #1&Bet.: 2 22.708' 1 12" 4 Rigid Surface Webs 2x4 HF Std/Stud Brg block to be same size and species as chord. :W2, W8, W10, W12, W14, W16 2x4 HF #2: :W15 2x4 OF-L Std/Stud: Refer to drawing CNNAILSP1014 for more information. Special loads 120 mph wind, 43.33 ft mean hgt, ASCE 7-10, CLOSED bldg, Locat d ti!? (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) anywhere in roof, RISK CAT II, EXP 8, wind TC DL=6.0 psf, wind• C TC- From 70 ply at -3.88 to 70 plf at 19.75 DL=6.0 psf. TC- From 70 plf at 19.75 to 70 plf at 20.08 TC- From 106 plf at 20.08 to 106 plf at 25.08 Negative reaction(s) of -3522# MAX, (See below) from a non-wind load TC- From 70 plf at 25.08 to 70 plf at 43.38 case requires uplift connection. BC- From 20 plf at 0.00 to 20 plf at 39.50 Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets 1/360 live and L/240 total load. Creep increase *** DO NOT TURN TRUSS END-FOR-END *** factor for dead load is 1.50. (a) Continuous lateral restraint equally spaced on member. 6X8= 6X6= 0.5 _ 4X8(R) Ill 6X8=T3 W16 6X8= (a) 6X12= T2 6X8= H0508= (a) 4X12 5X5= 6X10= 0.5 __ 4X5= _ 1-4-0 i- -� _ � .1 f a aW �5 %/ l 2-1-14 - - r. = �--^ = .. 41-B-o i 3X7 fll 6X8= 4X5m 6X8= H1019= S 3X5= 4X5= 2 5X5a 6X8= 6X8 3X5111 LE-3-10-8>I< 22-8-8 >Lc 5X5= 1_1O_31o-B16-9-8 - 3-3-10-8->i1-0-8 6-9-5 5-5-7 3-0-0 3-5-12 3-2-4 3-5-5 3-5-7 6-9-5 6-9-5 5-5-7 -0_: 3-0-0 3-5-12 3-2-4 3-5-5 1-10-31_048 3-5-7 6-9-5 L 19-9-0 _1_ 19-9-0 39-6-0 Over 3 Supports R=1135/-250 U'292 W=5.5" R=5947/-3522 U=2833 W=5.5" R=838 U.238 W=5.5" PIT TYP. 20 Gauge HS,Wave Design Crit: I FT/RT 276 1096 /4 (0 TD) 15.02.0. - PR��R ( } (_ ) a S, OR/-/1!1/-/R/- Scale =.1875"/Ft. Truss Components of Oregon f503)357-.:118 ”WARNING!**Boa awl raU.ua ALL tions oN IRIS MUTINGI 6N TC LL 25.0 PSF 825 N 4th Ave,Cornelius O 47 13 ”IsanaNr" FINNISH Tali.NmmNa To ALL mcnwnaAs INCLINING Ins INSTALLERS, e 0 Trues.requlra wt..c .In fabricating, C� 16675 Fip 1.• _REF R7175- 64705 Safety shipping. ,retell land wd bracing.Refer t.wd folic. TC DL 1 0.0 PSF DATE 03/17/16 en..latest edition,or 11051 (Building Install.. ant Safeey Infdrmelen,by TPI d NTCA) for ..n praecleo prior to performing the.functions. Install..shell provide toworary bracing per SCSI. Unless,nue ohh•relsa. cop chore shall have properhy attached structural shaachhq and bottom chore shall have a properly attached /f� rigid caning- Location.Brown for permanent lateral restraint or oohs shall haw bracing Installed per SCSI Si' B{. DL 10.0 PSF DRW CAUSR7175 16077014 A��N the sections ga, aT or filowil m applicable. Apply flet..te each rate for od rd pi.n po shown n ah.w and m /� pJna. Details,holes.,new athara,o. pare to drawera 100l_: Woodard p1oN any flavins. 0 /20 6 BC LL 0.0 PSF CA-ENG BFR/GWH 111p,ng. a y roilun of r n au,Id,ng Corwortruss in con conformance Inc.I,n.with ,11 he for for for, s ipp.nt,.n from to. drawing. any,.,lure co a.,ld the t..ss,n t.,d.r..nca.Mtn laslnrl I..r fpr handling, ah,pp,ng. OREGON � - AN Rw COMm NY Instal I .br.ehng of Crean.*. TOT.LD. 45.0 PSF SEQN- 250597 . A.ml.n Ohio drawing or*ever ppb Hating IlIla drawing. IMIMw monotones K professional Fra/nrrIM l s•A.20,19� G roapm.len its ml.ly tar gu dm1gn shown. Tr...1tanitisy a,-,r.r this dr..h,g for.,o,structure Is Ohs V Ri51 Rovaltt Cilde rmpmalbl I lq K w Building amlgrrr ler JMI.'TPl 1 sm.:. O� .H DUR.FAC. 1.15 &climate,CA 95i0 For more Ib tthi' m a g.nr•I notes pega athese aM sites: SPACING 24.0" JREF- 1VP17175Z15 e„e.slfire,�.c TPI:owasp^ hung, RNA:oma.aeclndu t r• ICC: IcceaA.or9 Neneei1113017017 (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - F8P) THIS OIIG PREPARED FROM COMPUTER IOPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x6 DF-L 2400f-2.0E :72 2x4 HF #2: Brg blocks:0.131"x3", min. nails :T3 2x4 DF-L 2400f-2.0E: :T4 2x6 HF #2: brg x-loc #blocks length/blk #nails/blk wall plate Bot chord 2x4 HF #1&Bet. :B2 2x4 DF-L #1&Bet.: 2 22.792' 1 22" 15 Rigid Surface Webs 2x4 :HF Standard or HF Stud: :W2, W12, W14 2x4 HF #2: Brg block to be same size and species as chord. :W8, W10, W15 2x4 OF-L Standard + DF-L Stud: Refer to drawing CNNAILSP1014 for more information. (i Special loads 120 mph wind, 43.33 ft mean hgt, ASCE 7-10, CLOSED bldg, Located (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) anywhere in roof, RISK CAT II, EXP B, wind IC DL=6.0 psf, wind B� TC- From 70 plf at -3.88 to 70 plf at 19.75 DL=6.0 psf. TC- From 70 plf at 19.75 to 70 plf at 20.08 TC- From 106 plf at 20.08 to 106 plf at 25.08 (a) Continuous lateral restraint equally spaced on member. TC- From 70 plf at 25.08 to 70 plf at 43.38 BC- From 20 pif at 0.00 to 20 plf at 39.50 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets 1/360 live and L/240 total load. Creep increase factor for dead load is 1.50. SEE CALCULATION PAGES FOR LOAD CASES NOT SHOWN HERE. **' DO NOT TURN TRUSS END-FOR-END *** 5X7= 0.5 _ 13 5X7= 4X5(8) ul 6X8= (a) 6X12= 72 6X8= H0508= 6X8= 4X12= 4X5= 6X10= o.s _,�..... .�....._..`mI.s.._ - 4X5= 1-4-0 --+m.■-1- �_X a) W1\T�.i�,il�L� -~` T4 2-1-14 J. 41-8-0 3X7 III W2 6X$= 4X5=5X5= 5X7= H1019= 6X8- W14 B2 5X5 3X5 4X5= A 3X5111 5X7= 4,--3-10-8-a►k 22-9-8 1.c 16-8-8 }I<3-10-8-eJ 1-10-3 6-9-5 5-5-7 1-0-8 3-0-0 3-5- 2 3-2-4 3-5-5 1-0-83-5-7 6-9-5 -9- -0-: 3-i-1 -12 3-2- -5-5 -0-: -5- 6-'-5 L. 19-9-0 1-10-3 19-9-0 Ir 39-6-0 Over 3 Supports R=1134 U=292 W-5.5" R=5948 U=2833 W.3.5" R=838 U=238 W=5.5" Design Crit: IRC2012/TPI-2007(STD) , 0 PROir PLT TYP. 20 Gauge HS,Wave FT/RTo.2%(O%)/4(0) 15.O2.rf : FSth1 OR/-/1/1/-/R/- Scale =.1875"/Ft. Truss Components of Oregon (503)357•.118 TO A TN ee1aa duo AR FaFOLIARALL• wins or THIS g..11GI ••Ii0140(14 E. 'd TC LL 25.0 PSF REF 8717 825 N 4th Ave,Cornelius OR 97113 1TFANr•• MINIM Ig.Ru°°""1"o'e'Is 11020011111THE 16tH tU S. ,Q 5- 96122 Trusses require extrema cora In fabricating, handling. whipping, installing and bracing.Refer to end roll.., t967�• _ the latest edition of SCSI (Mudding Component Salary Information. by TP1 and RICA)for safety prattle..prim. TC DL 10.0 PSF DATE 12/16/15 to performing!Imam formtlad. Installers shell provide temporary bracing per SCSI. Unto*.noted otherwise, �� top chord shell haw properly attached,trnetor.l sheathing she bottom choral shell hove a properly attached ,v. rigid calling. locations Mean Tor per.nest lateral restraint of webn shall hove bracing...tailed par SCSI BC DL 10.0 PSF DRW cAusA7175 15350047 A r O N I sections SD al57 or as aapplicable.. Apply plates to each loos Cl lens and position po shown chore End on `y� (IIt.--' the Joint Dotal's.unless rated otherwise. Refer to drawings ibdl.z fur standard put.peps It lwro. 1 '1 6/2015 BC LL 0.0 PSF CA-ENG BFR/GWH Alpine,a division of Its Scolding Components troop Ins. shem ll not be rsepn,bre for any deviation fro*this OREGON drawing.any failure to build the true.in ccnrorw,c.with ANSI/TPI 1,or for handling, M,ppilg. AH nw coMR4NV instal inti on.grog„g..crus.„, 1 4 Mtnsa me e, TOT.LD. 45.0 PSF SEQN- 7342 REV A ri M W...wing ar.star p.a Holing mi.droving, halm,,..asssptryg of pnOWM$0,1ei nglreerl rvrp.r.lbl l lty aplely for ria~pen Mimi. Th..altalal l iby end dao or t},1.dram,"Ter any*Inatome ha yg DUR.FAC. 1.15 6351 ROM)Circlereopy.ISl IIy of th.SCI Mang 00.lg,or par.. 5..5.I ►1 I Sa5. Sanamado,CA 95121 for mer.IMoreacie gee cls h .canard notes page and th..e dee site,: R•Igwro seaoema SPACING 24.0" JREF- 1VMG7175ZO1 ALPINE: w.alpiheliw.mow;TPIl:pea.tpinst.pir,at.erg:RCA:mmw.ebeindd.cry.ee.; ICC: pan.ices.fe.arg THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS IFR. • (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - F8PX) Top chord 2x6 DF-L 2400f-2,0E :72 2x4 HF #2: t :73 2x4 DF-L 2400f-2.0E: :T4 2x6 HF #2: 2 CO,RPLETE TRUSSES REQU I RED I = Rot chord 2x4 HF #1&Bet. :63 2x4 DF-L #1&Bet.: Nail Schedule:0.131"x3", min. nails Webs 2x4 HF Std/Stud Top Chord: 1 Row 0 4.25" o,c. :W2, W12, W14, W15. W16, W17 2x4 HF #2: :W8. W23 2x4 DF-L Std/Stud: Bot Chord: 1 Row 012.00" o.c. Webs : 1 Row 0 4" o.c. Special loads Use equal spacing between rows and stagger nails (Lumber Dur.Fac.-1.15 / Plate Dur.Fac.=1,15) in each row to avoid splitting. IC- From 70 plf at -3.86 to 70 plf at 19.75 4" o.c. spacing of nails perpendicular and parallel to .Ct) . TC- From 70 plf at 19.75 to 70 plf at 20.08 grain required in area over bearings greater than 4" `'[\/ TC- From 106 plf at 20.08 to 106 plf at 25.08 TC- From 70 plf at 25.08 to 70 plf at 43.38 Brg blocks:0.131"x3", min. nails BC- From 20 plf at 0.00 to 20 plf at 39.50 brg x-Ioc #blocks length/bIk #nalls/blk wall plate 2 22.677' 1 24" 17 Rigid Surface The maximum horizontal reaction is 2498# Brg block to be same size and species as chord. Refer to drawing CNNAILSP1014 for more information. 120 mph wind, 43.33 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere In roof, RISK CAT II, EXP B, wind TC DL.6.0 psf, wind BC 0Lm6.0 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load psf. applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep Increase factor Wind loads and reactions based on MWFRS with additional C&C member for dead load is 1.50. design. *" DO NOT TURN TRUSS END-FOR-END *00 See subsequent pages for member forces and load case information. 5X5 4X5(R) 11 4X12= 4X8(R) I9 6X6= 4X5= 4X8= 4X5•=-= 6X10- 5X7= 0.5 _ 6X12= T2 4X5F2 4X5(R) 111 W16 8X10--- T3 W 3 4X5= _ 0.5 _ R �� A T4 1-4 0 C- 1�_� • _ W1 = S 4%/#�,�� ~~--�". -j 2-1-14 _ - _ w�>.�. .air.:_ 41-8-0 3X711 5X7ro H0508.=--- 4X5= 5X7= W17 5X5=83 W15 8X8- 4X5= 4X5= 1 ,5X4 91 Le-3-10-8>1K8X10=8X 5X7= 22-8-8o-B 1-0-81 s 0 f1_3_ 16-9-8 ?I<3-10-83-10-8-a-11- -o-1ff1 51-10-3-0-: 1-8-7 6-9-5 5-5-7 3-0-0 -11-8 -9-► 6-9-5 6-9-5 5-5-7 _0_: 3-0-0 2-11-8 _0_: -3-D 1 0- 9-.1-8-7 6-9-5 19-9-0 1-8-0 -0-8 -1Q- 19-9-0 14 39-6-0 Over 3 Supports al R=1664/-786 U=658 W=5.5" Rh=2498/-2498 RL=1878/-1878 R=14261/-11825 U=9078 We6.25" R=835 U=237 W=5.5" Note: All Plates Are 3X5 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) - p PROF PLT TYP. 20 Gauge HS,Wave FT/RT=2% 0% /4 0 15.02.1• ( } ( ) OR/-/1/1/-/R/- Scale =.1875"/Ft. Truss Components of Oregon (5O3(+357-!lis ••WARNINB1ee xuw AND raw ALL NDIES ON MIS Dw0iNg1 1► 4IaFn REF R7175- 64706 M25 N 4Ut Ave,Cornelius OR 97113 r•I TNIT" RAMON MIS OWING TONJ.o°Irm"o/Wls UMUMl M AW INR.LLERE. t, `,s, TC LL 25.0 PSF Trusses require estrum care in fabricating.handling. snipping. Installing and bracing.Serer to and follow 14576 DATE 03/17/16 the let.at edition ofSCSI (Building Component Safety Inrarwaclon, by TPI and RCA) for safety practice prior • F 1 IC DL 10.0 PSF to p.rfor.,ng thea.'unctions. Installs..hail provide temporary bracing per SCSI. °riles.noted otierw,wo, tops rd shah n haw properly.tt.Nee structural sheathing and bottom chord aM11 haus•properly attached BC DL 10.0 PSF DRW CAUSR7175 16077016 to rigid ening. L«.tions shown for pereenent lateral restraint of woes Nail novo bracing Installed per SCSI f lt j cation B3. B7 or ales s.applicable. Apply plates to each face of trues and position a.News above and on 0 !LO 6 A 1 r plfl N IF ..,.Joint Detail,orale.s mated eller.i.e. Refer to drawings 180A-I for'.tanderd piste positions. BC LL 0.0 PSF CA-ENG BFR/GWH /� ,.Pll s or Inv 0uild,ng Compo,wits group Inc. Nwll res r•aponsiblo fur wry deviation from this wing. soy failure L.build the truss,n c•nrormenro with ANSI/IP1 1,or lir hawll,g• Nupp„g, OREGON _.- _._ _ - AN ITW COMWWT instal lector,i bracing or trwsaos. TOT.LD. 45.0 PSF SEQN- 250600 A Ml an this growing or moor pope listing growgrowing, 'Miaowhis drn 'Miaoweamiosai..or pronmeoles / l Engineering �O� W W.Vi‘' "44 20.14 G'I responsibility avidity alma,tar that design althe.suitability and ass at this drawing far any atrrptprs r Iw g -- -- -- x351 Ream Circle r.ywl.rl ley or Hes killable g..IW.ow per A101/fPl I Sena. DUR.FAC. 1.15 SOeSIICmo.CA 9582. for more information mso this job's general,.aces pegs and a,...web limes, SPAC i NG 24.0" - J REF- 1 VP1 1 ALPINE:w .alpieitweww . m: TPI:eme.tpinst.ury:MCA,w .sbci,dustry.co.; ICC:wom.iuosafe.org RmwsN8gl2D17 7 75215 w (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - F8PX) THIS DIG PREPARED FR011 CiIhPUTER INPUT (Lt111DS a DIMENSIONS) warlrreD 9Y TRUSs rFR. :T7o3p chord 2x6 400L 2.0E: 4E :62 2x4 HF #2: 2 COMPLETE TRUSSES REQU I RED F T3 2x4 DF-L 2400r-2.OE: :T4 2x6 HF #2: ( ( Bot chord 2x4 HF 4~188et. :83 2x4 DF-L Nl&Bet.: Nail Schedulo:0.131"x3", min. nails Webs 2x4 HF Std/Stud Top Chord: 1 Row • 4.25" o.c. :12, W12, 114, 615. W16. 117 2x4 HF #2: :18. 123 2x4 DF-L Std/Stud: Bot Chord: 1 Row 012.00" o.c. Special loads Webs 1 Row • 4" o.c.(Lumber Dur.Fac..1.15 / Plate Dur.Fac,-1.15) Una achal wptoiav bdtsp■n tong and stagger nailsTC- From 70 plf at -3.88 to 70 plf at 19.75 "in oath spa to aofin spliperpg,TC- From 70 plf at 19.75 to 70 plf at 20.08 gr oats quiridg of re o errbeing ead rathan to71"4°‘'9."--il.T.) TC- From 106 pif at 20.08 to 106 plf at 25.08 grain required to are over bearings greater than 4" TC- From 70 p1f at 25.08 to 70 plf at 43.38 Brg blocks:0.131"x3", min. nails BC- From 20 plf at 0.00 to 20 p1f at 39.50 brg x-loc /blocks length/bik /nits/blk wall plate The maximum horizontal reaction is 2498N Brg bloc22.677'oc.6to' 1 24" ch Rigid Surface k to be same size andspecies as chord. 120 mph wind, 43.33 ft moan Refer to drawing CNNAILSP1014 for more Information. hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT 11, EXP B, wind IC DL-6.0 psf, wind BC 01_-6,0 Bottom chord checked for 10.00 par non-concurrent bottom chord live load par. applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factorWind loads and reactions based on IN IFRS with additional CiC member for dead load is 1.50. design. """ DO NOT TURN TRUSS END-FOR-END ••• Se. subsequent pages for member forces and load case information. ) 11 6X68 5X5 4X5(R) NI 4X12 4X8(R . 4X5 6X10se 4X5= 4X8- 4X5 RE 5X7 0.5 6X12'= Tz 4X5(R) 1st w1• 8X8= T3 3 4X5 0.5 T4 1-4-0 ----t.----- -12.-----CW _ -, NIS m - t1r? ,i_ 4� ,la �� _; 2-1-14 _L.a1-8-0 3X7 NI 5X7 H0508ms 4X5NE 5X7se W1711 5X51:B3 �1P W15 8X8 = 4X5= 4X5 1.5X4 II 3-10-8�.c 22-8-8 8X10 BT,� 5X7= 16-9-8 >I rt 3-10-8� 1-0-8 1'(1-10-3-0- 1-8-7 1.4 6-9-5 a < 5-5-7 5-5-7 a _ 3-0-0 m - _91■ sI■I0_L 3-0-0 2-71-8 -o- . - - 1-r - 1_8.7 6-9-5 6-9-5 �_I D-8 -1019-9-i 1-8-0 19-9-0 tS 39-6-0 Over 3 Supports y1 R=1664/-786 U==658 NI=5.5" Rh=2498/-2498 RL=1878/-1878 R=14261/-11825 0=9078 1=6.25" R=835 U=237 1=5.5" Note: All Plates Are 3X5 Except As Shown. Design Crit: 1RC2012/TPI-2007(STD) , p PRo, PLT TYP. 20 Gauge HS,Wave FT/RT=2%(076)/4(0) 15.02.i} r s F44s1, OR/-/1/1/-/R/- Scale =.1875"/Ft. TmuComnoalnh of Oregon 15031357-_l18 •'iIARIIINGI••MEAD Alm MUMTOALL C.1il it Tmis mw0mxl � �p1N4N .„ V TC LL 25.0 PSF REF R7175- 64706 825 N 411 Ave,Caaehus 0 971113 MOUSY*els MOM m ALL egrlamelems xmxlmltm NE lamnauu. ' Tran..s ragolr..sen oars In fabricating.1-.ailing. whipping. In tailhe end bracing. Morar to and follow 19676 ..Ieta.i edition or Sc$I (fading Component Safety Information.by 151 an.NM)rot safety pr..tI...prier TC DL 10.0 PSF DATE 03/17/16 to performing chows functions. I,R.Ilors.hell provide t..perary Mating per SCSI. Unless noted.u....l... / tap chord oho.hew*properly attett.d trosteral shoeshine and tetra owe roll hew.•ph:perky atta.l.d 'lgle coiling. Location*a.,.n for p....nt later.,roots-Milt of webs roll in.bracing installed par SCSI f- : BC DL 10.0 PSF DRI CAUSR7175 16077016 All chw » C.�. esae s=.r 110. pl naafi.. apply pie .,r a co..en rat.of truss position...1,a.,,arm.end.,, II �O tam Joint atolls.*loss now oth.r.ise. Avervowing.140A-f for^tsare plat.positions. 0 a0 BC LL Alpine. a division of InWelding Co..n.nt.Croup inc.shall not S.r..pen..bl"tor any deviation from this OREGON 0.0 PSF CA-ENG BFR/GWH erwh.g, •=falter.w r.110 ch.truss In sono wit..Amsl/iPi 1. or nor bridling. .hipping. r1 AN ITW L�AA(WiY 1nw11.tim a arising.r troves. _ �.m TOT.LD. 45.0 PSF SEQN- 250600 A esti a t/N.Smiles s ewer pegs Utah".V.1e drawl11m h.tl.esst ee..pe w.of J 14 •.2oe 0 ` r' rs.gVal.l I my sal.ly M tla Sst1ai maim. Do altat111Q one w of this drrl for for_ litrr.mOew 1 tlr j/ 1351 Rove,Cine tapmmlall ity steam imides healer.per alaVDI 1 sag.:. t. I W e DUR.FAC. 1.15 sgmma■AOXA9Un for..re Inn wtia...this Job's g.lsr.l net.s pege and ttl.m web tis.,: SPACING 24.011 ALPII wlpin.itiomoen TP1,wwa.tplmt.org: WC*:maM .eSeIu.try.om: ICC;saw.btaaer.erg R•n..a11)01201r JREF- 1VP17175Z15 I� r.. 'E .CtiX ? MU ---U---1.1-41----LL-It...-sz /:1su2 ri_Jai ,I JAMS oa , ------2\ aL . 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( 1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - F8X ) Top chord 2x6 HF #2 :T2 2x4 HF #2: :T3 2x4 HF SS: The maximum horizontal reaction is 2498# Bot chord 2x4 HF #2 Webs 2x4 HF Std/Stud :W2, W8 2x4 HF #2: (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Wind loads and reactions based on IIIWFRS with additional C&C member design. 120 mph wind, 43.33 ft mean hgt, ASCE 7-10, CLOSED bldg, Locat anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind Deflection meets L/360 live and L/240 total load. Creep increase factor DL=6.0 psf. for dead load is 1.50. t (a) Continuous lateral restraint equally spaced on member. • / SEE CALCULATION PAGES FOR LOAD CASES NOT SHOWN HERE. f/ Bottom chord checked for 10.00psf non-concurrent bottom chord live *** DO NOT TURN TRUSS END-FOR-END *** load applied per IRC-12 section301.5. T3 6X6- 5X7= 0.5 — 6X10= T2 3X10= 6X6-= 4X8 4X5= 6X8= 6X10= _ 0.5(a) 4X8(*') Of 1-i O I _ �� 1C f a W .� WOl r• - `� 2 ,41_8_0- 8 0 - - -1-14 ... .:..... 3X7111 W2 5X7= 3X5= H0615= F1 3X5= 5X7= 4X5= 3X5= 4X8(R) M 3X7111 LE-3-10-8>1-1c 22-9-8 alc 16-8-8 }I.t3-10-8-,-1 1-8-7 6-9-5 6-4-1 6-7-9 14 3-2-4 �t 3-5-5 ,J1-10-11.11-9-91,4 3. 4 6-9-5 >! 6-9-5 6-4-1 6-7-9 13-2-4 3-5-5 12-10-111-9-011_8_7' 6-9-5 19-9-0 19-9-0 Ec 39-6-0 Over 3 Supports H R=1152 U=294 W=5.5" R=849 U=242 W=5.5" Rh=2498/-2498 RL=1878/-1878 R=2250 U=328 W=3.5" Design Crit: IRC2012/TPI-2007(STD) s PROP PLT TYP. 20 Gauge HS,Wave FT/RT=276(076)/4(0) 15.01.' •+ 7r F14qW OR/—/1/1/—/R/— Scale =,1875"/Ft. Truss Components ofOre on (503 357-2118 eeMARNINGiee mu)AND FALUN ALL IDIES on Ills wwlNgl . 825 N 4th Ave,Cornelius OR 97�13 ...IMPORTANT.* MOM Wig 001101106 TO ALL cwrrclan aw IN1AN TOE!MALLERS. NOW-14. /1-0' 7Z TC LL 25.0 PSF REF R7175— 64707 Trwwa require extreme care in fabricating,handling, snipping, loosening and bracing.Refer to aW follow 195— .. .-- the latest edition or BCSI (Building Component Safety Information.by TPI and MTCA) for safety practices pr.' TC DL 10.0 PSF DATE 03/16/16 • to performing thee*functions. Inetallore dell provide atemporary braving per BCSI. Unless noted etnprMlfe. ,n rep chord shell have properly acted*structural Sheathing and edtt»sherd shall have p properly attadi»d BC DL 10.0 PSF DRW CAUSR7175 16076193 rigid coning. Locations whom for permanent lacers/restraint of webs shall have bracing installed per B[SI ��.s .4��O ; sections BS, B7 or Alb.as walled., Apply islet,to each face of true.ad position es shown above and on Q L0 6 ...... CM Joint Details,7:777 noted:Leered"». Aefar td Ofwirgs 18D11_:far stedderd plat.pesitsare. g{', LL 0.0 PSF CA-ENG BFR/GWH I Alper<. .div,smm�rr lir iuilai q L'oapo sora s mw Inc. *ell t bo respo,w ne ler ry dor:rt non true this OREGON rawnng, Ism n,lure Le wild teed truss in confra.nre with ANSI/YPI 1.at for handling. *nipping. E -- - ... AN rrW COAAMNY lnnationation a bracing ur tr.e..e. TOT.LD. 45.0 PSF SEQN- 243501 . A mel on title erels/ry or ewer page*listing NIe arming, holiest»a..pule.of pr.hml.nel engineering 9�X42.20,140(...4,_ r.A.n.lbl 11ty»lely Ter tI*Mlgn when. The mlteblllty ane nee of U.I.sewing rbr.. eefoawre I.the ` ---wawa 11351 Rovsa Cw ie lbl I hty.f the IW I IIIrg Designer per A161/TAI 1 I...2. Of.i W W. DUR.FAC. 1.15 Slcranemlo,CA95R2* For more Infon,stion a»this Jab'.9..,.r.,notes p.ge et towse web est..: •- SPACING 24.0" JREF- 1 VP17175Z15 ALPINE:»w.alp is.,tw.ew: TPI:owed.tpnost.w g:UTCA:weed.see i,ddatry.ts,. ICC: saw.1<esafe.rgI(.igyt x9011017 THIS DUG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - F9) Top chord 2x4 HF #18&Bet. :T2 2x4 HF #2: Negative reaction(s) of -203# MAX. (See below) from a non-wind load Bot chord 2x4 HF #2 :B2 2x4 HF SS: case requires uplift connection. Webs 2x4 HF Std/Stud :W2 2x4 HF #2: 120 mph wind, 43.41 ft mean hgt, ASCE 7-10, CLOSED bldg. Located Special loads anywhere in roof, RISK CAT It, EXP B, wind TC DL=6.0 psf, wind BC (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) DL=6.0 psf. �C TC- From 70 pif at 0.00 to 70 pif at 19.75 •iY IC- From 70 pif at 19.75 to 70 plf at 20.13 Right end vertical exposed to wind pressure. Deflection meets L/180 TC- From 106 pif at 20.13 to 106 plf at 23.47 criteria for flexible wall coverings. BC- From 20 pif at 0.00 to 20 pif at 23.47 (a) Continuous lateral restraint equally spaced on member. Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 3X10 5X7(R) RI 0.5 _ — 0.5 5X7 3X5 3X5 - �_ 3-_____________________ a) LJ T2 s 1-4-0 _ 2-0-0 2-1-14 t><2ib rn - 3X5iu 5x7.- 3X5= 4X50 Bz 4X129-- m 3X7 .1-s-0 Lc 18-11-8 ›.IIC 4-6-1 71 14 6-6-7 6-8-3 6-6-7 3-8-9 6-6-7 6-8-3 6-6-7 3-8-9 Ir 19-9-0 J . 3-8-9 Irl E 23-5-9 Over 3 Supports R=801 U=124 Wa5.5" R=1420 U=194 W=3a5" • RLw50/-22 R=85/-203 U-55 W=4.081" Design Crit: IRC2012/TPI-2007(STD) .E.O PROFF PLT TYP. Wave FT/RT=276(096)/4(0) 15.01._ • c1 1 `S. OR/-/1/1/-/R/- Scale =.3125"/Ft. Truss Components of Oregon (303)357-2I 18 ,� •" iN4 11115 Ih m T Ilwlxmaw il,Ir,I MM. gy TC LL 25.0 PSF 825 N 4 ave,Cornelius O 97113 19676. 9 REF R7175- 95989 Trusses requiem ser SCS c re Ih I.ng Cantleg.y Safety tq ern.cln., /P ling«,a)rami ed.Rayer to..d fallow TC DL 10.0 PSF DATE 12/1 5/15 the erfat ng tee of nctl.. Sting Ceerer.wte 1eI temporary by ci and RG)for l...sonny pi-retire.prier ' AP'to performing the..fu.,atinly .000d Installers shell provide ng ar bo brat Tho per SCSI. ..pe noteder .tt.ch es. cap cd ord0.1 sheer have ions.0,0 0 far pe etr,Kt Sal rMatbled Nb batter.chord shell Mw a properly snitched "'- rigid canting. Locations•team far permanent lateral restraint of webs shall Nava bracing Installed per SCSI ' sections BS.17 er 010,as app1 la.blo. Apply plates to each face of truss and position as Mown above and m BC DL 10.0 PSF DRW CAUSR7175 75349111 / b IL-1:311�� the JelinSamll..rates,noted otherwise. Rarer to drawings 16M-f for standard plate positions. i.��`""ZOl� Alpha, a divlslm of Ilam Building Components Group Inc. seen not he responsible for any deviation from t,,,. , OREGON BC LL 0.0 PSF CA-ENG BFR/GWH shaming, any faller.to build the truss In csetermenaa with ANSI/TP1 1.or for Candling.shipping, nMawY Instill &bracing of trusses. AN wCO '9 4.21109. TOT.LD. 45.0 PSF SEQN- 243491 A owl on ahle ending sr weer page Ilatled Gla drawled, Indiawp aaeapawns et ppapssSI.e.I engineering 'VO .al roseenele//ld w/aly ter the twig.St.. The wltwl ld and ova of this*..led fpr =erratum to the n A351 Rob CirtJe reoperelpt 1 td eh Rate Ml Idled Wahine-per A141/Tel 1 Ilea.1. ' • DUR.FAC. 1.15 Saaawilo,CA951 0 For more info„otion see this Job's general notes pegs and these web sites: Rwlp-sIDINORr3onwT SPACING 24.0" JREF- 1 VMG7175ZO1 ALPINE:wee.alpinelcw.caw:TPI:eww.tplest.erg:STwomp, CA:. .sbeind stry.a : ICC:e ..laamfs.erg THIS MN PREPARED FROM COMPUTER INPUT (LOADS L DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - F9D ) Top chord 2x4 HF #1&Bet. :T2 2x4 HF #2: (") 1 plate(s) require special positioning. Refer to scaled plate Bot chord 2x4 HF #2 :82 2x4 DF-L #1&Bet.: plot details for special positioning requirements. Webs 2x4 HF Std/Stud 120 mph wind, 43.41 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Special loads anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) DL=6.0 psf. <29\1/ ' TC- rom 70 plf at 0.00 to 70 plf at 19.75 TC- From 70 plf at 19.75 to 70 off at 20.13 Right end vertical exposed to wind pressure. Deflection meets 80 TC- From 106 plf at 20.13 to 106 plf at 23.47 criteria for flexible wall coverings. BC- From 20 plf at 0.00 to 20 plf at 23.47 Truss designed to support 0-0-0 top chord outlookers and 3.00 PSF Wind loads and reactions based on MWFRS with additional C&C member cladding load one face, and 24.0" span on opposite face. Top chord design. must not be cut or notched. See DWG GBLLETIN1014 for gable wind bracing requirements. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. U = Negative reaction(s) (see below) require uplift connections. Fasten rated sheathing to one face of this frame. SEE CALCULATION PAGES FOR LOAD CASES NOT SHOWN HERE. 3X7 III 0.5 _ 3X7 III 4X5= -- 0.5 I I1 l . ; �l T2 ; 1 yy: YY� �_ u .�� , ilia f �_ 1-4-0 n-�I 1 2-0-0 2-1-14 Q 11�■ I 82 I r o — o Q o/ N I __ i ////////7////////////////////////// /7 I� 3 III I. X4("'/ //////////7/////7 4,-6-U U=1398 U=1380 3X5= 12-2-12 'I'-D 8 'I4 10-2-5 L 19-9-0 ,I_ 3-8-9 _] 23-5-9 Over Continuous Support R=179/-90 PLF U=76 PLF W=23-5-9 RL=2/-1 PLF Note: All Plates Are 1.5X4 Except As Shown. Design Crit: 1 RC2012/TPI-2007(STD) op PROIrF PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01. 0 I h ssj OR/-/1/1/-/R/- Scale =.3125"/Ft. Truss Component.of Oregon 503p57-2118 *MARRING'•I is AwltoToALL fgl[S,fTHIN I1M/ISCI v % REF R7175- 64708 825 N 481 Ave,Cornelius OR 97113 '•rlvoarANr•• f1 MI1M TXIf OMR1116 TO I LL CYNIMC706 INRlYIM NNE IMT7ILL[Ri. 19875 '} '� TC LL 25.0 PSF Sr.,..,.s require extreme.. In eg Cimponn Safetylundli nn..tIshippin,, TPI and RC)bracing.Refer to and follow or < TC DL 10.0 PSF DATE 03/16/16 w latest edition.f SCSI .Bum ld Ing Component SMKy Inrorwaclon, by TPI end fru)+ar eatery practices prior to performing chase functions. Installer*Mill provide temporary bracing per SCSI. lin rens noted otherwl Im. 4„1,7,' top chord Mull hew properly attached structural sheathing and bottom mord t SC have a properly attached /� rigid c.ilI,g. Location*slew.for immanent / nt lateral restraint of Imes ill have bracing installed per SCSI . .1 BC DL 10.0 PSF on.,o. el ma. as applicable. Apply pl .s to each race or true and position sheen above reel an 0 ' ( ,4 L PD N !NW CAUSR7175 16076184 the Jointsrat Dotal... mess noted otherwise. Serer to drawing.1., w 05_2 for sa /20 tanrd plat.position[. OREGON BC LL 0.0 PSF CA-ENG BFR/GWH Metro. •d,vie,on of Sill Sul Coepaw s Croup Inc. null not rmepw•••blo for ary deviation from tins drawing.any failure,natal lel Ion•bracing or treeto buiId U.truss ,n cnnh,rwerc.with Mal/IPI I. or tot handling. .hippng. ^ ._-.. AN ITW COMPANY .. I "inn,20,18# • TOT.LD. 45.0 PSF SEQN— 243489 A miI en thI•rsever Nre.. meing ar sr pap.Iletin.,this droving. Indlo .s►t.rr..f prone..lnhel.gln..rinf RO� .N�f roepar/ol llto.ally for the rip.s/ha m. lir a,ltebllla ern ems.f thin dr..Ing for rev etnrt,r.he the DUR.FAC. 1.15 8351 R,txtduck r.sparr.l Ina of vwa Out Wen Denlanor per AMI/TPI 1 fab.:, Sacr.De lo,CA9i82A for a information this h.b•e general notes paheIm ge as t ..b ertH: ALPINE:.....•p,nel ` generalt..00.:TPl .we.tpin.t.org:ITCA:wew.ebeirelustry ICC:smw.iocaa+e.org B.fr vneroolwt7 SPACING 24.0" JREF- 1VP17175Z15 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENS1011S) SUBMITTED BY TRUSS MFR. (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - F10) Top chord 2x4 DF-L 2400f-2.0E :T2 2x4 HF #2: 120 mph wind, 43.41 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #1&Bet. :B2 2x4 DF-L #1&Bet.: anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud :W2 2x4 HF #2: DL=6.0 psf. :W8 2x4 DF-L Std/Stud: Right end vertical exposed to wind pressure. Deflection meets L/180. Special loads (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.e1.15) (a) Continuous lateral restraint equally spaced on member. TC- From 70 plf at 0.00 to 70 plf at 19.75 TC- From 70 pif at 19.75 to 70 plf at 20.13 Bottom chord checked for 10.00 psf non-concurrent bottom chord live TC- From 106 pif at 20.13 to 106 plf at 23.47 load applied per IRC-12 section 301.5. BC- From 20 pif at 0.00 to 20 plf at 23.47 Deflection meets L/360 live and L/240 total load. Creep increase Wind loads and reactions based on MWFRS with additional C&C member factor for dead load is 1.50. design. 5X5= 0.5 __ 5X5m — 0.5 4X8s 8X8= 3X5 — opon No 1 T2 j� 1_4_02 �- � ~-'� Wg JO 2-1-14 s — am 11118 I 7 I. _441-8-0 --L. 3X5111 8X8NE0 3X5 B25X12= H03121173X5 ill 6-6-7 6-8-3 6-6-7 3-8-9 6-6-7 6-8-3 6-6-7 3-8-9 L. 19-9-0 _1` 3-8-9 _1 F23-5-9 Over 2 Supports R=1065 U=159 R=1168 U=162 W=4.081" RL=50/-22 Design Crit: 1RC2012/TPI-2007(STD) , 0 PROP PLT TYP. 20 Gauge HS,Wave FT/RT=296(096)/4(0) 15.02.0, 4 Fb+, OR/-/1/1/-/R/- Scale =.3125"/Ft. Truss enta of Oregon (503)357-1.118 "/ARRMINGI'•Kto Alb VOLUM ALL Nous al nus wWlNsl 4 h Ave,Cornelius O 97 l3 "IwutTANt" .WISH TMI'WARM MILL REF R7175— 64701 825 N � mN1NAcrgw INeLW11A1 THE INSTALLERS. r1Q'wI�M�rFF• O� TC LL 25.0 PSF Trusses require netr..,care In f.brltati g,hend1Ing. *lipping. Installing and bracing, Refer to and fell. 19678 latest edition of acsl(P.,lding Component safety Information. by,PI.,d InCA) fey safety practices priorr. TC DL 10.0 PSF DATE 03/17/16 , to performing rases.functions. Installers shall provide t..por•ry bracing per DC51. unless nota otherwise.. top chord snail hew properly attached structural Sheathing and bottom chard.hell have a properly attachsa I BC DL 1 0.0 PSF ,0411164, rigid ceiling. Location..Sol for parrr.t I I restrelnt or nobs shall have bracing lMtelled per DC51 - / DRW CAUSR7175 16077008 sections 113,e7 or 1110, as applicable. Apply plates to each face of truss and ambition as shwa..ave and on ,4 pi N I the D•telhe. unl.es noted erhar.lte. Refer to drYng.111gA_:fpr staMwd plrte p.ltio,a. 0 /20 6 BC LL 0.0 PSF CA—ENG BFR/GWH f Alpi a d,rl..en of IPA can Iainp Co.Po...n.c.cro.o,..c. en.l l,.,<b.r.spo.wvel..rvx.ry w..v.t.s.crew avis amens, any failure Lo wile the trove,n conformance..u.AN111/1P1 1, or for handling, shipping. OREGON AN ITW COMPANY netellrtlen•Dreg,"g or`ruts... `r TOT.LD. 45.0 PSF SEQN— 250606 A cal en this droning er.ever Pegs Dieting this drawing, IMI..t...na.peo ee of pr f...le el anpin eering i, V.N.20r 17� ---- —. _ X31 re.p.mlbI I ley a.l.ly for w a.lgn.h..,. The.altr111ty.g 111••of thea dr..lrg for-v structure I.the Mot , e N� DUR.FAC. 1.15 Rorsia Cade responsibility of w&,Nanny Designer per ANSI/TA1 1 S...2. SN7nrdlllo.CA 9582.13 for more information.l... .somehis .m general normspapa erast those IC ones.: SPACING 24.0" JREF- 1 VP17175Z15 ALPINE: .alP.n»It..eem:TPI, ee..tplr.at.w'q.TrtLA:a..-s nmutry.tom: Int: ..cts....arq Mammy aaawT7 THIS OWE PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - F1OP ) Top chord 2x4 DF-L #1&Bet. :T2 2x4 HF #2: 2 COMPLETE TRUSSES REQU 1 RED 1 2 t Bot chord 2x4 OF-L #2 :B2 2x4 DF-L 4/Met.: Webs 2x4 HF Std/Stud :W2 2x4 HF #2: Nail Schedule:0.131"x3", min. nails :W8, W10 2x4 DF-L Std/Stud: Top Chord: 1 Row 011.00" o.c. Bot Chord: 1 Row 012.00" o.c. //'.7;ii.:;;)Ilc, 4 Special loads Webs : 1 Row v 4" Dela (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1,15) Use equal spacing between rows and stagger nails TC- From 70 plf at 0.00 to 70 plf at 19.75 in each row to avoid splitting. TC- From 70 plf at 19.75 to 70 plf at 20.13 TC- From 106 plf at 20.13 to 106 plf at 23.47 Negative reaction(s) of -941# MAX. (See below) from a non-wind 1 d BC- From 20 plf at 0.00 to 20 plf at 23.47 case requires uplift connection. 120 mph wind, 43.41 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Wind loads and reactions based on MWFRS with additional C&C member anywhere in roof, RISK CAT II, EXP B. wind TC DL=6.0 psf, wind BC DL=6.0 design. psf. Right end vertical exposed to wind pressure.. Deflection meets L/180 (a) Continuous lateral restraint equally spaced on member. criteria for flexible wall coverings. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Deflection meets L/360 live and L/240 total load. Creep increase applied per IRC-12 section 301.5. factor for dead load is 1.50. SEE CALCULATION PAGES FOR LOAD CASES NOT SHOWN HERE. H0312-- 0.5 4X5E — 0.5 3X10 4X5 — 4X5E 6X8= _ _. I -� S !a) T2 am 1-4-0 _ \ 2-0-0 2-1-14 1r2 nl WS 1 W10 -.— 441-8-0 3X7111 6X8= 3X10E H0508E B2 H0619 3X5m 3X7 III � 6-6-7 11"�_13 J 1" 6-6-7 4c5-8-6 1 ` 6-6-7 6-6-7 "T" 3-8-9 -1 I- 19-9-0 _I_ 3-8-9 ,I k< 23-5-9 Over 2 Supports { R=1756/-800 U=675 R=2103/-941 U=796 W=4.081" RL=50/-22 Design Crit: IRC2012/TPI-2007(STD) Ela PROF. PLT TYP. 20 Gauge HS,Wave FT/RT=2%(0%)/4(Q) 15.01.1 ($ . 1 4° OR/-/1/1/-/R/- Scale =.3125"/Ft. Truss Components of Oregon (503)357-1118 **unlit= NOD NO FOLMON ALL NOIES al 11115 111WIN61 E� V • 825 N 4t11 Ave,Cornelius 01�97�13 "I TNn•• MUM MI5 MAIM r°ALL°°NtNscT°lo INCLUDING TMc nnTNLFN>• 6 ,. TC LL 25.0 PSF REF R7175— 64702 Trusses require extreme can. In fabricating,noodling.Cowper.. metalling end bracing. Refer to end follow 10676 7 ._ trio latest edition of SCSI (Building CowpeSafety Intonation. by TPI end NTCA1 for safety prattle.prior r TC DL 10.0 PSF DATE 03/16/16 c o performing these functions. hosteller..hall prover c..p.r.ry bracing per SCSI. Unless noted otherwise. top chord Mull hese properly attar ed structural eheathing and bottom Chord shell hew a properly...h. / rigid ceiling. Ldeecl...s shown.for immanent lateral restraint of webs Melfi have bracing installee per BCS1 �- BC DL 10.0 PSF DRW CAUSR7175 16076192 All PIIN'• t.et ion. or 510, a..pplip.dl..I Apply plate.to.ath rel. tress and p..1....a.Soon.baye and w /20 6 __ the bier g.Sel is. unle»oat*owe.w R.f.r to drawings ace of for standard plats as heen.. 0 Minn, .GI f V14111011 nr ITN Building C.e,.oren.t.group Inc. shell net be responsible for any deviation from this OREGON BC LL 0.0 PSF CA-ENG BFR/GWH- .wiry. e . n hnl.ro to Wild the truss .n conformance with AIRn 1P1 1, or fortotaling. shipping. A AN MRN COMPANY in.t.l lotion A brac..y.r...Des. f. . A...I an this rr1n5 Or own,page listing this dwln1go llridmw monotone*Sr prenwlesl snelfeSrIfy 9 Np R0•+ • _-TOT.LD. 45.0 PSF SEAN— 243485 r.apo elbll lty solely flee the(Melon..awn. TIe..Itabllity Wel amp at title r.nlne for�d.c,.etw IS the --'—..- x)sl RoyauCvrk reppee_ibl1lty.0 the 5.1lbng Designer per ANSI/TPI 1 Sn.R. �� i T .H� DDR.FAC. 1.15 Saawtlo,CA 95828 For mere hnferm.cion sfirs gy ••general notpe a. g.ed these eeb sites: wwmm -. .. ._ ,_ m ALPINE: w..lp,nelte.com:TP1:w .tpwt.or9:WM;ese.ebylndu.try.o : ICC:waw.locsaf..org Renews SPACING 24.0" JREF- 1VP17175215•- THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 4 DIMENSIONS) SUBMITTED BY TRUSS MFR. I' (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - F11) Top chord 2x6 HF #2 120 mph wind, 43.25 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud :W2, 14 2x4 HF #2: DL=6.0 psf. Special loads Max JT VERT DEFL: LL: 0.19" DL: 0.24". See detail DEFLCAMB1014 for (...,c....i.....„.„,---- (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) camber recommendations. Provide for adequate drainage of roof. TC- From 106 plf at 0.00 to 106 plf at 1.67 TC- From 70 plf at 1.67 to 70 plf at 19.79 (a) Continuous lateral restraint equally spaced on member. BC- From 20 plf at 0.00 to 20 plf at 15.91 Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on 'MFRS with additional C&C member load applied per IRC-12 section 301.5. design. ' Deflection meets L/360 live and 1/240 total load. Creep increase factor for dead load is 1.50. c 3X5 II 5X5= 0.5 E4X8 a r. 1-11-15 ` W4 �` T 12 ---1___-- 1-4-0 40_41 5X5RE 4x8- 3X7 III 1"12 - � 3-10-8 7-9-11 7-11-7 14;1 7-9-11 'i-t 7-9-11 1'42 (L` 15-10-15 Over 2 Supports R=740 U=100 R=1024 U=280 W=5.5" RL=-30 Design Crit: 1RC2012/TPI-2007(STD) • PLT TYP. Wave FT/RT=2%s(0%)/4(0) •15.01.;4, 4:9„,s"' . ' OR/-/1/1/-/R/- Scale =.375"/Ft. 'eMI1111MMMM l e'dery din OAu NOTES ow T11s caws,Components of Oregon 1503)357-4118 fi�. /0 TC LL 25.0 PSF REF R7175- 95972 825 N 4th Ave,Cornelius OR 97113 °I "M MOM 11415wl@ ls ato*J.eldiddelads ldaxet THE 1111ITAI. . G 1N me ess••require extrema core In rebrroetirq.handling..hipping. In.•1l11 and braes g.. Preen....defer to and rolls ,9 the (hup.. retest edition or tCSI llding re. e.t Safety Infermaw el . by TPI PTCA) tar rely Preeees Prior n +M167D TC DL 10.0 PSF DATE 12/15/15 to prrer.ing era..function, Installers Melt provide t•.p•r•ry bracing per SCSI. Omen.noted och•r.I.e, r , bap ward g Lochovation. properly she.excret eenentu las shelateral ref rengstraint end bottom mora poll bees n installroperly dcperned BC DL 1D.D PSF DRW CAUSR7175 15349136 rigid ceiling. ...51...h..e ler e..,_Apply I.terel lot of was stall neve Preying installed per 105 /�.i ,4 0 section u..1 or Ilio, es applle•elo. Apply plats *eon rete or trus..e.poeitieo p ere*edo„e..•n pN Si..Joint detail..unless.row otherwise. defer to dreaInc. •,1g1_:for•t.nderd Plato position.. 1. 16/2015 BC LL 0.0 PSF CA-ENG BFR/GWN 1lphma.•dl.hahs of 1n`".."'ng e.,pe,.nt.wort'Ino. .1.11 a•W a re.poo.lel•for•q dw1.el•o fro.eb I. AN rtwGOMR4NV hstelinetonanyy t bracing•er"erdw•s.trws In eonro.wrca glen d161/IPI 1.or fel twMrlrq,wipping, n OREGON A septi Ohl.ly•rwing p truer peps Ileal. TiMit drawingIlrtlerfat e•opts.of profession./.,r.l,..rin. ,9R , so,1� .� TOT.LD. 45.0 PSF SEQN- 243480 or9. ratprlblllos whip ter Mr MI*h oilmen. a gor.K n lbilsty or.psolo drtne ter ores.trosermagw Io a sssl Rmsho cant rworrlbl l leer e1.ear YI Id1A s eetidhof per 00111/11.1 1 g .1. 00 T f N OUR.FAC. 1.15 Swurnento,CA 991211 1..r mere Information see Wile Joe••general notes papa arid tree.rob.1t..: SPAC 1 NG 24.0" 5201 ALPINE:....alpin.lt..es:TPI:a.p.epin.e.•rg:NRCA:.s..eclndpstry.os: ICC:apre.Ico..re.orp RwlewdOde NNYMMT JREF- 1VING717 THIS MG PREPARED FROM COMPUTER INPUT (LOADS a DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - F11A) Top chord 2x6 HF #2 120 mph wind, 43.33 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud :W2, W4 2x4 HF #2: DL=6.0 psf. Special loads Max JT VERT DEFL: LL: 0.20" DL: 0.26". See detail DEFLCAMB1014 or , �� (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) camber recommendations. Provide for adequate drainage of roof. TC- From 106 plf at 0.00 to 106 plf at 1.67 TC- From 70 plf at 1.67 to 70 plf at 15.91 (a) Continuous lateral restraint equally spaced on member. BC- From 20 plf at 0.00 to 20 plf at 15.91 • Bottom chord checked for 10.00 psf non-concurrent bottom chord It Wind loads and reactions based on MWFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 3X5 Iii — 3X10= — 0.5 "—— 5X7 W4 1-4-0 - 441-8-0 5X7 4X8 3X5111 12 1" ."12 7-9-11 7-11-7 7-11-7 Air 7-11-7 N 15-10-15 Over 2 Supports R=773 U=110 R=719 U=106 W=5.5" RL=-21 Design Crit: 1RC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=296(0%)/4(0) 15.02.#, 1k P �FFRp OR/-/1/1/-/R/- Scale =.375"/Ft. Truss Components ofOre on (5032357-.118 ••MARNING1a•KAUNu muorAU lens gm mis uwlxcl G G1M �� 825 N 4th Ave,Comellgus OR 991 I3 ••t�oRrANr'• ►ur«Isx Tilt plwllw m all IsnmAcrao IIICuolln non IIaTA�l.us. �0 a FFA Oy TC LL 25.0 PSF REF R7175- 64703 Tresses require.dues cars in foto-looting.handling, snipping. Installing and bracing.Refer to and follow tee Information.latest edition of acOl (Building Component Safety Information. by TPI and RCA)for fafety provolone.prior 19575 . TC DL 10.0 PSF DATE 03/17/16 p to rforwbg cheese functions. installers shall provide temporary braving per SCSI. Unless noted otherwise. , r ...... —Y Up Chord shall have properly attached structural sheathing and bottom chord.hall have a prgsrly Intact* rigid ceiling. Locations shown for perwwsnt I I Int of woes shell have bracing Inst.led per SCR, ik. I BC DL 10.0 PSF DRW CAUSR7175 16077009 • .4 l U L N het lona Bl.Bl w unlalo,ess as oted othmr e. Ry photos to conn P.O.or truss and rd ltionplate as above and p s / Mho Joint Details. cotes,nbuil ang Components o poi Refer to draa:nha l no-z for standard plat. loons. 0 ]7/20 6 BC LL 0.0 PSF CA-ENG BFR/GWH Mon g. .dragon r ITS building truss n con group btu:.seen res h.n fur any. t drawing. a of tresses. with nnslnvl i, or u.ipp�.y'a"from n OREGON - p„•eller, wild the it".a,n c"nrer.rroa SEQN- 250610 AN ITw COAApWY ,nst,,,atnp,.Oroc,ng ./ TOT.LD. 45.0 PSF A w)on thio growing or Mawr pole liming Nie Irwin.. Indium*ee e 6 6 of profaeeines anglreerleo a� v'A,20,19 nw.ppplbl My slely?Dr the design den. The ewltabllity and was or this Arming for any.4,sWre Is TM -- - — --- aagwtaibillty or time A irdlno Wollner per ARRI/TPI 1 pea.1. .N DUR.FAC. 1.15 FROM FP ,351 Roma Cock �� - SacraRlnto.CA 95828 • For wore information see cilia Job's general rotes pap end these mo.site.: ..._.__ ALPINE:e-alp.nsltw.com; TPI:wre.tpi st.org:RGw : w.sbei dustry.deh: ICC:wsr.incsere.org SPACING 24.0" JREF- 1 VP1 7 1 7 5Z1 5 g o....a AIONdn17 THIS DIG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLOG 1/ EAST -- TIGARD, OR - F111,. ) Top chord 2x6 DF-L 2400f-2.0E Negative reaction(s) of -15264 MAX. (See below) from a non-wind load Bot chord 2x4 HF #1&Bet. case requires uplift connection. Webs 2x4 HFStd/Stud :W2 2x4 HF #2: :W8 2x4 DF-L #1&1&Bet.et.: 120 mph wind, 43.25 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Special loads DL=6.0 psf. (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC- From 106 plf at 0.00 to 106 plf at 1.67 Max JT VERT DEFL: LL: 0.45" DL: 0.19". See detail DEFLCAMB1014 for TC- From 70 plf at 1.67 to 70 plf at 19.79 camber recommendations. Provide for adequate drainage of roof. BC- From 20 plf at 0.00 to 20 plf at 15.91 (a) Continuous lateral restraint equally spaced on member. Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. SEE CALCULATION PAGES FOR LOAD CASES NOT SHOWN HERE. H0312(R) B 1 .5X4 III 4X12`= (a) -1- 3X58 — Lo.S _ 1 �L� SS0514 1-11-15 (a) ... W8 .— —.=._„__________________I��- — —� T W2 1-a-a 8X10= 4X5 5X10U ...-z_-...,3X7 III 3X5= —3-10-8 l 12 4-5-150-Q 2-3-5 7-11-7 l"12 4-5-15 'I1-0-81 2-3-5 '�` 7-9-11 1°42 I 15-10-15 Over 2 Supports ?{ R=2258/-1526 U=1203 R=1317/-500 U=437 W=5.5" RL=-30 PLT TYP. 20 Waveauge HS,18 Gauge HS, Design Crit: IR FT/RT 296(096)/4{O )D) 15.01.0 .: PROFE.% OR/-/1/1/-/R/- Scale =.375"/Ft. Truss Components of Oregon (503)357-2118 'SIM MN6i""WAD ND POLIDN ALL NI MES UN THIS DIAMIMGI 1 N F Q TC LL 25.0 PSF 825 N 4 hi Ave,Cornelius OR 97113 e'aM10R MIT FORUM "IS°MM/MG TO Au ooMTMCTDps IMCUAM Ma MI IasTALLFIIs, OG A, 'yJ DATEREF 87175— 64704 Trues.require..rime oar. in rabric.tinp.handling. Nipping. installing MIO bracing.Refer to and follow 1176 I TC DL 10.0 PSF 03/16/16 the latest volition of BCSI (Building Component Sofety Information. by TP1 and ITCA) for..racy praatices prior to pchard.ng these functions.tInstallstr Mall provide temporary bracing par(SCSI. Unless not.oniony..v, �.top chord SM.!Mace pr.p.rly•tached structural sheathing and aottw chord Moll have a properly.Cached p /� rigid tolling. Locations Mewl for pan.Miwit lateral rstr.lnt Or eWa.hell hove bracing installmd per BCSI 610111 � BC DL 10.0 PSF DRW CAUSR7175 16076191 1 seetions 61. BT or B10,s applicable. Apply plates to each face of truss vol positions Morn Mrove and on % A O I� 'E the Joint gafalla.union.rated our."... Rorer to drawing.160t-z forastamard plate pwltvoiat n,v 0 ILO 6 BC LL ----0.0 PSF CA-ENG BFR/GWH --- /L'\M I `v! Alpine, a division or I1N Buildup Canpononta Grywp Inc. Mn11 not be responsible for any do iun rrw i. ORE60N dr..i... ally Mier,to build the trues in awrsr..nw.ith ANSI/IPI 1, or fir handling. Plopping. AN 11W COMPANY I .4 TOT.LD. 45.0 PSF SEAN- 243478 wcel lotion&bracing or tr otng w.w. s A cel an this drawing er ewer p.ge Planing this drawl Mileages seep. ..of profi..ienei englnYflng 1�VOM.20.1W 6 — -----. raapM.lbl lily aetely Per the design sheen. Ton volubility end w pf thle dr.r3IIG Por r30�r.r ton.mina O� Nom/ DUR.FAC. 1.15 8351 Roma Cynic ,sopon.ibl lite sr the Oil ldlng Designer per NRI/11.1 1 See.;. W W. - —_ SAMMO O.CA Iss28 Far-era inforamtlon.ao till.Jabs general not.pogo and these web slit. : SPACING 24.0" JREF- 1VP17175Z15 ALPINE:ww..IpiN1tim...TP1: vew.npinst.org;RCA:eve.sbelneustry-c0.; ICC: .Iee.ora.o'g Oa1mms(000l2011 THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - F12) Top chord 2x6 HF SS Negative reaction(s) of -934# MAX. (See below) from a non-wind load Bot chord 2x4 HF #2 case requires uplift connection. Webs 2x4 HF Std/Stud :W4 2x4 HF #2: The maximum horizontal reaction is 2498# �"w /:) Wind loads and reactions based on MWFRS with additional C&C member `` design. 120 mph wind, 43.15 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC 01..=6.0 psf, wind BC SEE CALCULATION PAGES FOR LOAD CASES NOT SHOWN HERE. DL=6.0 psf. (a) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 5X10(R) w 8X8 0,5 3X511 1 (a) IM 11-7-8 — I W4 1-4-0 __ 41-8-0 4X5mai 8X8- 3X7 It 1^12 1-9-0 + 4-11-4 1"12 it 1-9-0 5-1-0 Ic 6-11-12 Over 2 Supports R=1109/-830 U=645 W=4" R=1214/-934 U-723 Rh=2500/-2500 RL=1876/-1876 Design Crit: IRC2O12/TPI-2007(STD) ,0)PROfit PLT TYP. Wave FT/RT=294(0%)/4(0) 15.01.', f Int `rip OR/-/1/1/-/R/- Scale =.5"/Ft. Trams Comp esus of Oregon (503)357-.t 18 e' m 1 e' A�FOURS All ISMS ON ARS DIMING/ 825 N 4th nAve Cornelius OR 97 13 "I Tm ' '�1""THIS°"sea°'°"u ca"""Ic'°'a""n s°"'M"E"largu.me. C9 If! 5• �Q TC LL 25.0 PSF REF R7175- 95974 Triages require estremng.Refey e sere in fabricating, handling. shipping. Installing and bracir to and foll18615 the latest edition of SCSI (Rulloine Coonant Safety'.formation, by T►1 and A)for in-op-clam Consonant RIC �l TC DL 10.0 PSF DATE 12/15/15 to performing these functions. Installers shell provide teepor ry lowing per SCSI. Utiles.meted otherwise. ngsherd small have properly attached structural rni r00ing and bottom chord shall have a properly attached JO % BC DL 10.0 PSF DRW CA115R7175 15349138 rigid1 ,A1164, ailing. Letatlent&leen for pennant 1 feral •inti:of webs shell have bracing 1 led per SCSI `/� V sections 153.67 or B10. as epplio.ble. Apply pietas to taco face of truss end position es sheen above ended 1 16/2015 '"-'P11^ 1 2 the Joint Detail . ,nits•noted otherwise. Refer to drawings 18M_:for standard pieta positions. OREGONJ BC LL 0.0 PSF CA-ENG BFR/GWH ' \�II'l`f�1 Alpine, a divlalwn or III Nor(ding Ccaponents Group Inc.seal I net be responsible for any devietion from thin droving. anyfailure to build the truss in conferment.with ANSI/TAI 1.or for handling, snipping, --- AN rrwCOMMNY instal let,."S breams of trainees. 1,41b\ a2o.f: , v TOT•LD. 45.0 PSF SEAN- 243476 A Anal sn Mle sewing of&Neer page listing MIt llfIn5 Iml.aga eteepteq pmweholwel engilseringntepwwiblIlny selely few Cha delgm ha ,. 1N&a all l lop sr use of thin seaming for wg&e0Wlw.IA the PM ROMS Circle fAnpwmalbl I Ity of the wilding hoelg er ger ANSI/TPI I SAn.M. DUR.FAC. 1.15 Sacramento.CA 958211 for mam information see this job's general notes pago end thew web sites: Renewal Oda/1/20/1017 SPAC 1 NG 24.Q" JREF- 1VMG7175Z01 ALPINE:ewwnb .elpin.it..oa,; Tali e .tpnt.org:RICA:wwr.soidduetry.ecm: ICC:wew.iccsefe.erg THIS DWG PREPARED FROM CONFUTER INPUT (IONS r DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD. OR - H13AD) Top chord 2x6 HF #2 :T2 2x4 HF #1&Bet.: 120 mph wind, 43.61 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Sot chord 2x4 DF-L #1&Bet. :B2 2x4 HF #1&Bet.: anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud DL=6.0 psf. :Lt Slider 2x8 DF-L #2: BLOCK LENGTH = 2.887' Wind loads and reactions based on MWFRS with additional C&C member Truss designed to support 1-0-0 top chord outlookers and cladding load design. not to exceed 3.00 PSF one face and 24.0" span opposite face. Top chord may be notched 1.6" deep X 3.5" at 48" o/c along top edge. DO NOT Right end vertical exposed to wind pressure. Deflection meets 1/180. OVERCUT. No knots or other lumber defects allowed within 12" of notches. `� Do not notch in overhang or heel panel. See DWG GBLLETIN1014 for gable wind bracing requirements. \,1 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Deflection meets L/360 live and L/240 total load. Creep increase applied per IRC-12 section 301.5. factor for dead load is 1.50. 11-5-7 0.5 3X5mi 4X5= T2 -----0----13- -------- 1— -- r■ . 1— 2-6-8 1-4-0 - I — I .' 62 '_' r //////////////////%//////%/Til/l%Tl7ll " i 41-5-0 H0312(E5) Ill 3X5--i=- 1 X5= /� / ! 29-0-8 Over Continuous Support R=96 PLF U=16 PLF W=29-O-8 RL=3/-1 PLF Note: All Plates Are 1.5X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) S PRAF PLT TYP. 20 Gauge HS,Wave FT/RT=2%(O%)/4(0) 15.02.#, ' 1(031,,,,i,744‘ OR/-/1/1/-/R/- Scale =.25"/Ft. Truss Components of Oregon 503 357.2118 ••IrARIIING I••READ Ns Fau1N ALL SOILS°N nus amaillgl TC LL 25.0 PSF po ( ••1�pinAm FINNISH THIS MANIAS TO ALL eaNTNACHNIS INCLUSION THE INBTAU-ERS. t1 .� 2 REF R7175- fi4710 825 N 4,11 Ave,Cornelius OR 97 13 e• �9� P --__......_�. __...—._..__.. - 7..s.ee require extra..ea In fabrleat.g.nadllog. enlppug. Insteling dial bracing. Refer to aid follow 10575 TC DL 10.0 PSF DATE 03/17/16 the latest edition of Ness (Building Component Safety Info...ion. by TPI and OSCA) for safety practices prior to performing the.functions. tInstallers shall provide t.lperary bracing per SCSI. Unless noted other.... ' 1 tap chard shell haw properly attached structural sheathing and bottom chord l have a properly attached BC DL 1 0.0 PSF rigid ceiling. Locations h1ee0 for permanent 1 int of ewe Shen haw bracing Installed per Bal �� MIN CAUSR7175 16077010 Tii sections B], 07 or 010.ss appllteble. Apply Pleas to earn feu of truss and position as sham above and a Cha Joint Detail*, unless noted otherwise. Barer to drawing.Isom-z for standard Piet.position.. I /20 l) A� ��}�N Alpine, a division of ITN Building components Crap Ino.tshell not be responsible for any deviation fr.this O BC LL Wr 0.0 PSF --- AN BFR/GWH awing. any fa,Iure to build t nee ,n m,formnnce w h AASI/IPl 1. r for n..dlrng. shipping. OREGON AN ITW COMPANY IroNI lotion A bracing or trusses.t "d TOT.LD. 45.0 PSF SEQN- 250618 A.sol.n!hie drawing sr maser peg.liming 0=1.rrmanp Inrlww....panne ef pMM.len s,.rylnseriny .... �►e.Y0.19� — rP yen.lYI Ilt,y solely for the deeIgn semen. The suitability.Id use of this droning for Inn strustmre Is tha RO� -N� DUR.FAC. 1.15 x351 RovxldCucle r epaneleulty or the 10,101ry gso,5M•per ANSIIIPI 1 seo.2. SaclplmBo,CA15818 For more information sso chili Job's goner.!notes page end these wed sites: `1 ALPINE: •.alpineite.ocm; TPI.w..tpinst.org: CTG:mw.saci dustry.com: ICC: a e.iccsefe.ur9 flo sl._ . Eflg(gn12 - SPACING 24.0" JREF- 1VP17175Z15 w THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - H1) Top chord 2x6 HF 02 2 COMPLETE TRUSSES REQU I RED 1 t 1 Bot chord 2x4 DF-L 2400f-2.OE :62 2x4 HF 018&Bet.: Webs 2x4 :HF Standard or HF Stud: :W2 2x4 HF #12: Nail Schedule:0.131"x3", min. nails Top Chord: 1 Row 012.00" o.c. Special loads Bot Chord: 1 Row 011.75" o.c. 0 (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Webs : 1 Row 0 4" o.c. TC- rom 70 plf at -3.88 to 70 plf at 5.94 Use equal spacing between rows and stagger nails TC- From 35 plf at 5.94 to 35 plf at 18.35 in each row to avoid splitting. TC- From 70 plf at 18.35 to 70 plf at 24.35 TC- From 70 plf at 24.35 to 70 plf at 25.40 120 mph wind, 43.06 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- From 20 plf at 0.00 to 20 plf at 5.97 anywhere in roof, RISK CAT II, EXP B, wind TC 01=6.0 psf, wind BC BC- From 99 plf at 5.97 to 99 plf at 18.35 DL=6.0 psf. BC- From 109 plf at 18.35 to 109 plf at 18.42 BC- From 20 plf at 18.42 to 20 plf at 25.40 Wind loads and reactions based on MWFRS. BC- 457.00 lb Conc. Load at 5.84 BC- 647.57 lb Conc. Load at 18.35 (a) Continuous lateral restraint equally spaced on member. In lieu of structural panels use purlins to brace all flat TC 0 24" OC. Deflection meets 1/360 live and L/240 total load. Creep increase factor for dead load Is 1.50. Calculated vertical deflection is 0.56" due to live load and 0.65" due to dead load at X = 11-11-9., 3X7 III 4X8(R) M (a) 8X8 0.5 - 6X1O 3X5 03 3X12 0.5mum min 1-4-0 -. _mm __ + 1-7-8 -- 'W" _ 41-8-0 1 3X568XS� 4X8(R) II 3X5= 62 3X12gra 12 4X5(R) III Lr=--3-10-8---›.1 H0312se 5-11-4 6-2-1 6-2-5 6-0-9 1-0-8 5-11-4 6-2-1 6-2-5 6-0-9 I_ 5-11-4 ..I.. 18-5-0 "8-� k 25-4-12 Over 2 Supports R=2251 U=406 W=5.5" R=1960 U=305 111=4" PLT TYP. 20 Gauge HS,Wave Design Crit: IRT/Rt 2%(O%)%(0)D) 15.02."; .l•: M PROFF14,a OR/-/1/1/-/R/- Scale =.25"/Ft. Truss Com of Ore oW 503 57-.118 "* NEI PUS..MEAD aFOLLOW ALL NOTES S ORAIHACI 825 N 4 Ave.Come1 us OR 97113 "I r "'""'I MU SPAM"so W.aon11Ac1aAs IllarAMln PIE IAsrAure. d� a 11Y vii 9 TC LL 25.0 PSF REF R7175- 95976 Tresses ratan...tro.oars In fe.rlc.ting. hwtlllq. shipping, in.tallia.and brecing.A.for to...d foils 19676' - the/stoat edition.f SCSI (..'.ding Component Safety Information, by Tal..d.YCA)for wfny pr.ctlew prior . TC DL 10.0 PSF DATE 1 to perforating thew functions. Installers shell prwla.twper.ry br.ting per SCSI. Uhle.s noted*Morel.. DA 1 C 12/16/15 top chard shell n..,e properly sttacheb structural .hwtn Ing.iia.arca..In.re.hell have.properly attached . ddlikh4 ¢ rigid deli Inge I oni.rr ui..n for permanent lateral r.ay.IK of..s.shell n0...rwl.y Iwgllw per ecsl /S df BC DL 10.0 PSF DRW CAUSR7175 15350034 A L P p N I" factions n.1.a7.. w ote les./.. Apply plates wen face-I earstier end.pier.p neon a d an _ els Joliet 2..i/.. a unless noted cU.i..lw. Refer toonings ac..1'for.tend position vl.on positions.a 1 16/2015 Alpine,a division of In Ban Id,.Ceeper ant.Grasp Inc. .boll not to r..p....ibl.for.ny e.,,i.ti.n frw obi. OREGON BC LL 0.0 PSF CA-ENG BFR/GWH droning,any failure to build the trues In c.nf.r,_....ith AASVTR 1,or for handling. shipping. ft TOT.LD. 45.0 PSF SEAN- 7324 REV ANITWCOMiMNY iwt.,Isla.a.r.tl.q of tn...... q A r1.n awl.dfwlp N..Y.f pew I Iwing MIs Nalp.�A. Ifdleege•s s.g9 w N I.iwl Marine �'�.10� .spuwiblllay 0.1.11 far the Owl..O_... The seltY111ty ew1 ss.K NN.0i Il.p b structure 1.Me 2151 RwaigCirck ...pwi.lallley at she A.IIdh7 owirsr 0.r NOWT.1 1 sw.e. 0t 1 T e N DUR.FAC. 1.15 se cAasszs nr. wr.infarwtlelw. .ps.lo.•sgeneral amts,,peg.ryro.CC:IOW:laawf..org MII.Iaiaaweon0h7 SPACING 24.0" JREF- 1VMG7175Z01 ALPINE:weer .. tfor..ion eeafl.Jaber.;IOWA:.w,peg.en ,(1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - HZ) nils DAG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SU9HITfED BY TRUSS IFR. Top chord 2x6 HF SS (m') 1 plate(s) require special positioning. Refer to scaled plate Bot chord 2x4 DF-L #1&Bet. :82 2x4 DF-L #2: plot details for special positioning requirements. Webs 2x4 HF Std/Stud :W2, W8 2x4 HF #2: 120 mph wind, 43.08 ft mean hgt, ASCE 7-10, CLOSED bldg, Locatedli°\13°. In lieu of structural panels use purlins to brace all flat TC a 24" OC. anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psi, wind BC DL=6.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind loads and reactions based on /MFRS with additional C&C member design. Deflection meets 1/360 live and 1/240 total load. Creep increase factor for dead load is 1.50. Calculated vertical deflection Is 0.53" due to live load and 0.60" due to dead load at X = 13-8-8. 8X8(••)0 0.5 _ 4X8(R) III 6X10s 1.5X4 11 8X81 .""'m, ■ r ■ mim 114 0 — ~~~rm■ mimlm : 1-7-15 82 4 - -0 8X8se 6X8 3X711 H0308� 3X5 III -3-10-8-31-1 8X8d' 7-11-4 5-9-4 5-11-0 5-9-4 7-11-4 5-9-4 5-11-0 5-9-4 7-11-4 1 _ 17-5-8 F 25-4-12 Over 2 Supports a] R=1435 U=338 W=5.5" R=1122 U=171 W=4" Design Crit: IRC2012/TPI-2007(STD) r P- BF PLT TYP. 20 Gauge HS,Wave FT/RT=2%(0%)/4(0) 15,01.0 .'. 1' OR/-/1/1/-/R/- Scale =.25"/Ft. Truss Components of Oregon 503)357-2I IS ••=1011031.•RH IS ORNI R*.L AU. ISS a iRIle:LOO sl 1N REF R7175- 95977 825 N 4th Ave,Comehus O 97t113 "1 1�els w I 7a ALL mrrnHcloas uln,.u,s nc IwrHuaHs, did ��l►� O,y TC LL 25.0 PSF Twee.require extreme In febrlestlng.handling.shipping, Installing and bracing.Refer to and toll.. �19575P the 1 t edition of SCSI (Building Oerppw,t Safetylnrerrati.n, by TPI End BIb1)for safety�'e"�l� TC DL 10.0 PSF DATE 12/15/15 to performing lNW.Wo function, Install..e doll provide teaewary towbreolngwho per SCSI. Unless noted atachedotherwise, I top Mara.1=11 Won properly*Ma*...natural el.atning end bettee ahvrd shall wove•properly attaelbd ,411164, om rigid ceiling. Locations Sown for perummt lateral restraint or eel's'hall have bracing installed per bCSI $� ;r BC DL 10.0 PSF DRW CAUSR7175 15349140 ,ottlens 53,B7 or B10..s epplltabl.. Apply plates to anal fee*of truss and position as 11 ,.beve end en M� the Jelnt Details.,adess noted.the elo.. Refer to drawings 160A-3 ror st.adrd plot.pedltions. 1 16/2015 BC LL 0.0 PSF CA-ENG BFR/GWH ,4 P N I Alp nen .dlvlalpn 1W Relining Cerpw.t.Goup lot.shell not be responsible fpr e.eletlon frees this OREGON droring,any failure to build the trine In oenfonsnce with ANSI/TPI 1.or for handling,*hipping, fI AN 17W COH�pawv installatnan a,.Heine of trusses. TOT.LD. 45.0 PSF A.awl.n this deeming we..ear pap I losing thio drawing. Indh1..o aw..pea=ao of prs .sl. l* lnrl.B -TAS 1r n.sol tf° V DUR.FAC. 1.15 IV . SEQN- 241199 r..pon.l►I I Icy solely for the doolgn Orlon. T...elsobl i cy sold tar olds hawngaw .e re is dr•■lng for soy... bur.to Om 0351 Rt.w Cilele n.p.n.lrl ua.r tn.ReI tales Miami-..r ISOI/RI 1 s.m.B. O Sennglw,CA9SR20 Per were Infoneetlon s..Ml.Job's general not..page and these web sit„: CNG 24.0" JREF- 1 VMG7175Z01 ALPINE:new.Elpinelt..eeE: TPI:aawRa .tpinet.erg: CA:w.e.sbeind,strp.a : ICC:w.lo.s.fe.cru g Renewal D .1 7 SPA THIS USG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS IFR. (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - H3) Top chord 2x6 OF-L #2 :72 2x6 DF-L SS: (*a) 1 plate(s) require special positioning. Refer to scaled plate Bot chord 2x4 DF-L 2400f-2.0E plot details for special positioning requirements. Webs 2x4 HF Std/Stud :W2 2x4 HF #2: :W4 2x4 DF-L Std/Stud: :W10 2x4 DF-L #2: 120 mph wind, 43.14 ft mean hgt, ASCE 7-10, CLOSED bldg, Located s anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC (a) Continuous lateral restraint equally spaced on member. 0L=6.0 psf. In lieu of structural panels use purlins to brace all flat TC a 24" OC. Wind loads and reactions based on AWIFRS with additional C&C member design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead toad is 1.50. Calculated vertical deflection is 0.70" due to live load and 0.74" due to dead load at X = 16-1-5. Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. 4X5= 8X8(**)- 1,5X4 III 0.5 _ 4X12- 8X8 T2 5X5-• (a) 3X10 (a) 0.5 _ 1- 1-4-0 I Tmm � lie �~mommy .W10 8 1-9-5 r ' I 41-8-0 8X8els 4X8(R) Ili H0514- 5X5 6X8= (-3-10-8—_J 3X7 AI 5-0-4 4-11-0 6-3-13 6-5-9 6-3-13 5-0-4 4-11-0 6-3-13 6-5-9 6-3-13 I 9-11-4 L 18-5-0 �I 8-14 Inc 29-0-8 Over 2 Supports 51 R=1679 U=361 W=5.499" R=1324 U=196 W=4" RL=22 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. 20 Gauge HS,Wave FT/RT=2%(0'x)/4(0) 15.01.,.,..s-' • E' s'' / . OR/-/1/1/-/R/- Scale ...25"/Ft. Truss Components of Oregon (503)357-2118 " WIING!"MEAD Ab FOLLOW ALL NOTES l TNIs OWING! 825 N..h Ave,Co lmsOR97113 "IwO"T """""MIS MOMS'ID PAL°°""Ille'°'e'"cul°"O TMs DIn � "u,r=• ,040"44. Q TC LL 25.0 PSF REF R7175- 95978 Trusses require extras tore In f.Nlucinp,Snelling,Sipping, inat.11ing se Insley.Refs to end fells Se latest edition of Wel (Building C.rponst Safety Informs....by'MI am MA)for Safety prattle..prl. ry 1tN176 TC DL 10.0 PSF DATE 12/15/15 to performing teas fustian. Installers shell erste.teaperery 00.ti,g par lcll. a,IM.noted.tl0r.1s• �_ top chord SN.11 1.s properly State*1Vraturel Seething and bottom Sward ana11 Ss-properly att011ed �, rigid sills. (,est.'s silos,for passes lateral resM.lo*.f sed Mall ase bracing Istel led per sCS1 40 / BC DL 10.0 PSF DRI CAUSR7175 15349145 A �N thet Joreoint q, 57 er unless s applicable. Apply flares to 0009 rata for atomise arm) plats po alae.bey.seen / oAl:in . gdivisa, un1 IT stud Os Cola.. B.fC.to disIs.lnps Se l6not2 oar pibl plats tees levant. 1.'1 6/2015 BC LL 0.0 PSF CA-ENG BFR/GWH Alpin. a division of ITN le Idl,q Ctruss nlraaGag 9,0.., net 0o1 for ter Rel.for any dpping.an from MIa lra.ing, any pallor'-to bulla e9.rota.in eenferma,Se with A551/7P1 ,. .r Ter 9aN1inp. M,lppllg. ^-. OREGON TOT.LD. 45.0 PSF SEQN- 241 207 AN ITW COMPANY ental lec,en a bracing of truss. A Mal a1 the 4001119 sr ewer pets 1155101/191e Cr001 1nd1MM .,.•J, 1s _ e Of pr.hrelenel elglerllg 9��A.Re.7 f _ RBI Roma Cork rMpnelbl Slop he gV9EM eel .ly r tla girlie tenon. 19e M1tMT11by*pewee of 1911e dreeles ter e V.001 a a le tee OC, , DUR.FAC. 11 5 t. wele111 of the lalld0 helper per IflP1 1/es.7. slalllgg,cnvslm( ALP1SC:e:..IpintInfestation t:00 `TPI see this goners!::�,pp. y.w, CC:"s.:lctM0..org a.W T SPACIt�, 24.0" JREF- 1VNG7175Z01 (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - H4) THIS DWG PREPARED FROMCgAPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED 8Y TRUSS MFR. 'Top chord 2x6 HF SS +• Bot chord 2x4 DF-1 #1&Bet. :62 2x4 DF-L #2: ( ) 1 plate(s) require special positioning. Refer to scaled plate plot details for spatial positioning requirements. Webs 2x4 HF Std/Stud :112, 110 2x4 HF #2: :18 2x4 DF-L Std/Stud: 120 mph wind, 43.17 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.O psf, wind BC 1,A4` In lieu of structural panels use purlins to brace all flat TC • 24" OC. DL=6.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on !MFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor Calculated vertical deflection Is 0.63" due to live load and 0.71" due for dead load is 1.50. to dead load at X = 11-11-4. 8X8us o.5 _ 3X12 8X8 1.5X411 4X12= 5X10= 1-4-0 --•. rI: W10 1-9-15 i i — ' ' 1-- 41-8-0 :7 3X5("*) III W2 8X8= 4X8(R) 1i H0619se HO308� 3X12. 3X511 L-3-10-8--. 1 5-11-10 5-11-10 5-7-13 5-9-9 5-7-13 5-11-10 5-11-10 5-7-13 5-9-9 5-7-13 L_ 11-11-4 I 17-1-4 -I E 29-0-8 Over 2 Supports ,{ R=1597 U=361 W=5.499" R=1289 U=196 11=4" RL=24 Design Crit: IRC2012/TPI-2007(STD) , p. , PIT TYP. 20 Gauge HS,Wave FT/RT=21X(0%)/4(0) 15.01.0", '+ P0',, OR/-/1/1/-/R/- Scale =.25"/Ft. Truss Components of Oregon (503).157-2118 ••IAnaiINCI••Dom'"ACS FOLLOW ALL MTU tai nos ua lNGl REF R7175- 95979 R 1 ••IwwIArr• WIEN 11110 pAw110 1D Ali aDlsnlTCTONI IIR>1JYIIw TIE Ipsplullg. GINE O?. TC LL 25.0 PSF B25 N 4th Ave,Cornelius O 97 13 Trtwa _ (� 9516• F4 .require In,Nrlutlro.handling.orshipping.by 44444rig1bTor safety A to and fprlw TC DL 10.0 PSF DATE 12/15/15 toe latest.el tin of net/ns.l lamp Here e.,c Safety preview tan. ., br ci p Pool r. .ty ted°th paler to pchord she tares(properly .hallstr cturenall *noth ng and too chongrd per all Gale..otM.ttech•W, �✓' _ w enure shell hove properly...had structure,*nothing...e batt.blanc,1..11 lee..properly.Lcdwe BC DL 10.0 PSF DRW CAUSR7175 15349146 rigid ceiling. teeetlees Mewn for permanent l.tar.l restraint f webs.omit now.brewing Iwtellse per SCSI di. i ..avian.113,S7 or MO. es applicable. Apply plates to mach face of Cruse end...Ian as.Masi,above..d an the Joint Dot.1,.,.mess meted otherwise. A.M to erwl.g.1110A-C for standard Mete positions. I 16/2015 ��N Alpine.a any failure of Ibu telleiro trope m t.Group hie.*ell not w ref tot Irl.for.,deviation from BC LL 0.0 PSF CA-ENG BFR/GWH drawlfail row ceps to build the t.,...In conformance with AN31/7P1 1.or for n.l.ell al OREGON AN rrw COMR4NY lwt.11.tles.bracingor true.... ....rb.la..Pf•,r..l..iro. Ilrtsrl "Pk=0.1�° Mai TOT.LD. 45.0 PSF SEAN- 241210 A noel so WIG drawing er swear r.looting Tb. drawing. IMIMM m..p.wlsltlq solely for ION.bold who., ria.twlsobIllty on/moot tAle Irwin,far wry etlw a a Is Vie - (351 RanoCircle •«�»(►Ina.f++.bllNlng 4elglw pro AISII/RI¶.wase. �� N D( .FAC. 1.15 sbasnAlb.CA'9552$ For more information see telt Job's genar.l into.papa and nm..web.Ira.: .0" JREF- 1VMG7175Z01 ALPINE: ..alpin.ito.tae: TPI:wwe.cpint.arg;yMlgIC 1CA:ao..•b.1try.eoo: C:mow./coast..erg Re0Aw01.�Qo1? SPACING 24 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS d DIMENSIONS) SUBMITIED BY TRUSS MFR. (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - H5) Top chord 2x6 HF SS (ee) 1 plate(s) require special positioning. Refer to scaled plate Bot chord 2x4 DF-L 2400f-2.0E :B2 2x4 DF-L #1&Bet.: plot details for special positioning requirements. Webs 2x4 HF Std/Stud :W2, W8 2x4 DF-L #2: :W6 2x4 HF #2: 120 mph wind, 43.21 ft mean hgt, ASCE 7-10, CLOSED bldg. Located , anywhere in roof, RISK CAT II, EXP B, wind IC DL=6.0 psf, wind BC (a) Continuous lateral restraint equally spaced on member. DL=6.0 psf. In lieu of structural panels use purlins to brace all flat TC a 24" OC. Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Calculated vertical deflection is 0.65" due to live load and 0.74" due to dead load at X = 13-11-4. 4X5 E 8X10BM (a) 1 .5X4111 8X8EE 8X8=0.5 fes-_ W8 mer 1_4_0 W2� -�D ��M� 1-10-15 ■ - I� 11 �� J41-8-0 B2 TTT 3X5(**) III 8X8= 4X5= H0510-- 3X511 L-3-10-8—.1J 8X10 6-11-10 6-11-10 7-6-10 7-6-10 6-11-10 6-11-10 7-6-10 7-6-10 13-11-4 i_ 15-1-4 ,� 1 29-0-8 Over 2 Supports a{ R=1597 U=361 W=5.499" R=1289 U=197 W=4" RL=27 Design Crit: IRC2012/TPI-2007(STD) , 0 PROF PLT TYP. 20 Gauge HS,Wave FT/RT=2%(O%)/4(0) 15.O1.e4 - t,s. OR/-/1/1/-/R/- Scale =.25"/Ft. Truss Components of Oregon (5031357-.118 ee■�Ii RSI•• READ IMG FOLLOW. All"mea a THIS GwwlllG/ \ � by REF R7175- 95980 825 N 4th Ave,Conlehus OR 97 13 "Isamvrt" ruwuH THIS SRAM.TO ALL ooTlllReraRs IIICI YDIIIB 11!INSTALLERS. e ill/PO TC LL 25.0 PSF Trusses require extreme ewe,In rabrisating,lendling.shipping. ,nstalling and bromine.Refer to end fellow 19t376 P- 7 the I.taet edition of SCSI (Bail Ning Component Safety Information.by Tel and TTG)for sorer pr.et,mw prier TC to perforolnp those functions. Installers shell pra,ld,temporary bracingn , DL 10.0 PSF DATE 12/15/15 tap chord shall have properly attached structure.sheaths per BCS1, lingoes noted attached, s�aiM bv[tma chord,hall have•proper properly attached ,/ APP- rigid rolling. Locations slew,for permanent lateral int of ueh0 halt lam.*mooing Installed per SCSI BC DL 10.0 PSF DRW CAUSR7175 15349146 sections SS.17 or Btg,as applicable. Apply plates to satin nave of truss ate position w shown above and men �(rt ,4 n O^ '2 tM Joint Oe<al unless noted otherwise. Refer to drawings IBOA-i ren etenaard piece positions. l rl W S /t (h�,ll� ' v 511J� Alpua, a mvleion or ITV Building Components Group Inc.enroll be responsible for any deviation free trans OREGON BC LI 0.0 PSF CA-ENG BFR/GWH drawing. wY failure Cobuild the truss in conform..co with ANSI/Tri 1,or fee handling, shipping, f1 — AN Irwcou.NY ,nstaleec,en A bracing of trusses. 9 "h•2O j,# TOT.LD. 45.0 PSF SEQN- 241213 A peed.n t.1e drawing or spas Ar Meting this dfwing. Ing/maM 7=1:-....:Lit profs.e(al algl nesfllg reeprglblil�u ab y ler tea daelgn Yawn. The wltThlllty.nn/w Per enY a�wfurp Is Vue 1 4 11351 Roma curie reepaal►1l Ity or She gal Nirg Weisner per AIw1APl 1 eee.A. O` DUR.FAC. 1.15 sgmmwo.CAM511111 for more Information this Jgenera,notes page dna thew.w eltae: M■» ro aaazol7 SPACING 24.011 JREF- 1VNG7175ZO1ACetFe:maw.aleimeit..naw; 1e:w.w.tPimee.sre:RCA:ww.setlnsusvy.,ws: ICC, ema.iccsec..wg THIS CMG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - H6) Top chord 2x6 HF SS 120 mph wind, 43.25 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF SS :82 2x4 DF-L #1&Bet.: anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.O psf, wind BC Webs 2x4 HF Std/Stud :W2 2x4 HF #1&Bet.: DL=6.0 psf. :W4, W8 2x4 HF #2: Wind loads and reactions based on MWFRS with additional C&C member (a) Continuous lateral restraint equally spaced on member. design. op In lieu of structural panels use purlins to brace all flat TC • 24" OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Calculated vertical deflection is 0.66" due to live load and 0.75" due to dead load at X = 15-11-4. H0612(R)- 3X5- 8X10- 1.5X4 III 1-4-0 5X12= 0.5 — I M 1-i Z;:=1W 41-8-0 8X10= 3X5 H0514- 82 3X51H LQ-- >I 3X7 ill 3-10-8 H0619= F� L 7-11-10 7-11-10 1I� 7-11-10 7-11-10 ala 6-6-10 6-6-10 0'y 6-6-10 6-6-10 *1 Ler- 15-11-4 13-1-4 (! 29-0-8 Over 2 Supports ai R=1597 U=361 W=5.499" R=1289 U=197 W=4" RL.30 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. 20 Gauge HS,Wave FT/RT=2%(0%)/4(0) 15.01.�� 'a op OR/-/1/1/-/R/- Scale =.25"/Ft. Truss Components of Oregon (503)357-2118 e'MARISUIBIae NEPA mo mum AU.ROMEO a 11115 DRAWING! �(31MF�� p TC LL 2 825 N 4th Ave,Carneitus OR 99113 esl,pgRT NFO• R1161511 Tv MIs UNARMAU.maIVCRINs INCUBUS nr I11,TR19f. d 5.0 PSF REF R7175- 95981 Irmo.....muir...t.-r..r.In febr$satlhg,handling, shipping, In.t.11 ing and bracing.briar to and follow tas�a TC DL 10.0 PSF DATE 12/15/15 tho whin.in.of/CSI lgulldlhg Comm/vent 5,r.gr Inre...tion, by TP1 and Ra)for aafeey prattle..prior , ,4166,. top chord performing the..functions. Installers shall provide temporary Proving per . Unless noted otherwise, r top .hall lays properly attached seruetursl...thing and bottom chord*hall ll hove a properly*ttmra rigid coning. L.c.tip,..rw,a,.for permanent lateral r..tr.lnt of sobs.41.11 have bracing installed per DM / "'i BC DL 10.0 PSF DRW CAUSR7175 15349149 rA,4 L.P I N het oOA. l..al .s apptt.caster. Apply Refer dr each ran.Cl'trust rd ltionpita ink anew oboe.and on r• �ha Joint baton..unless note!pngGmenw Wooer tp Inc.dIshe,ea-z for stood.re plot.soy elw.ti 11 6/20N BC LL 0.0 PSF CA-ENG BFR/GWH Alpine,.division of Ibui build ding truss ill neo Oreo.Inoshelf t b.nor bl..or any dwl.tln from this OREGON er..inp.any a failure to rg.u t.e tri,.,in panfpraa,.ne with rulsl not 1,a for handling, ablppllg. TOT.LD. 45.0 PSF SEAN- 241216 AN RW COMPANY r.. lea.. ■bracing or erase.. A pool em Uhl*Pfrlry.r..ref pogo Iloilo/gelo n.eln. lodl.ea. .f pam...l rl on,In..rin, 9 "be.x0,19° 'f -- f.bp.n.lblllry risly for lbw Pool,.Meow. Tha aulestrl Iq e.y h..K I.ere*far oltr etreeawg I.sn. 0351 Roy+naCwde rrpssl.,Ilty of law 551111-,a.lpn r per I.al/TPI t 1.0.2. �� ' ,N DUR.FAC. 1.15 Sammie ,CA 95$3$ For tar. ioforosilun see this Jab'.general notes ono! te.peg. these web site, -�� 11g ALPINE.www.elpineitw.ee.; TPI:www.tpinet.erg:Ra:wee..belnduscry.nem: ice:ww..loassf..arg RmrwslOslo eraoraol7 SPACING 24.0" JREF-—1VMG7175Z01 1 THIS DUG PREPARED FROM CONFUTER IMPUF (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - H7) Top chord 2x6 HF #2 (") 1 plate(s) require special positioning. Refer to scaled plate Bot chord 2x4 DF-L #1&Bet. :B2 2x4 HF #1&Bet,: plot details for special positioning requirements. Webs 2x4 HF Std/Stud :W2, W10 2x4 HF #2: 120 mph wind, 43.29 ft mean hgt, ASCE 7-10, CLOSED bldg, Located (a) Continuous lateral restraint equally spaced on member, anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC .gyp 01=6.0 psf. In lieu of structural panels use purlins to brace all flat TC O 24" OC. Wind loads and reactions based on MNFRS with additional C&C member Bottom chord checked for 10.00 psf non-concurrent bottom chord live design. load applied per IRC-12 section 301.5. Right end vertical exposed to wind pressure. Deflection meets 1/180 Deflection meets L/360 live and L/240 total load. Creep increase factor criteria for flexible wall coverings. for dead load is 1.50. Calculated vertical deflection is 0.66" due to live load and 0.74" due to dead load at X = 11-10-5. 0.5 4X8(R) III 5X5= 3X5= 6X10* 1.5X411 6X8= . 8X8 - _ — I ..�. it �. 1-4-0 — `� � (a) W10 2-0-15 ._L �i ...am ■ 41-8-0 _14 3X5(" ) III 8X8= 4X8(R) III H0514.--= 82 4X16= W2 3X5 III L*--3-10-8--->i 5-11-3 6-0-15 5-11-3 5-6-10 5-6-10 5-11-3 6-0-15 5-11-3 5-6-10 5-6-10 L- 17-11-4 11-1-4 �a fc 29-0-8 Over 2 Supports R=1597 U=362 W=5.499" R=1289 U.198 W=4" RL=53 Design Crit: 1RC2012/TPI-2007(STD) , OPROp PLT TYP. 20 Gauge HS,Wave FT/RT=2%(0%)/4(0) 15.01.ii. „ edp OR/-/1/1/-/R/- Scale =.25"/Ft. TnusCom of Oregon 1503).357-2118 ••MYa11NGI•• IEA*NO FOIL=M.MI5 al n11311AIra1G- • a�,1NFN' • IC LL 25.0 PSF 825 N 41�i Ave.t1Cornelius OR 97113 "INPDUTwT ^"1""TIM COMM 10""a°"'"'"e'°"B MALMO"a"er"L'A"'• .4 ' REF R7175- 95982 Trusses require extrememere in faproe.ting, handling.shipping. Installing and bracing.Refer to end follow 19675 TC DL 10.0 PSF DATE 12/15/15 the latest edition of BCSCS Wilding et., ding Component Safety Infon ..by 171 end WrCA)for safety practices prior , to performing these functions. Instal Imre shell provide temporary bracing per BCSI. Unless noted otherwlee, to,,chord shell Ise properly attached structure!dvthlng and bottom chord se11 have.properly ottached JAPIP rigid ceiling. Locations shown for permanent lateral restraint or web.spall hew bracing Installed per BCSI I /� r BC DL 10.0 PSF DRW CAUSR7175 15349150 ,4 � s.acle a B3. B7 a BTO, an rotes .ab1.. Apply plates to each fent e0.101trussS and position as}Iv n ea en 1•,'16/2015 16/2015 IN Ow Join[Retells.unless notes otherwise. Refer co drawing*nca or few standard plate positions. IN/� ��1,J Alpine. a division of ITN Bub Idleg Components Group I .shell not be responsible for any deviation from Mitt OREGON BC LL 0.0 PSF CA-ENG BFR/OWN erasing. any failure to build w truss in cenformence with ANSITI 1.or for handling, snipping, 0 AN MTW COMPANY installation.bracing of trusses. y "e.so,104) _;f TOT.LD. 45.0 PSF SEQN- 241220 . A soul on this droolhp or aster gap listing this drwlag InHSR.a:=7.= N prelasslinI argln..flq responsibility wl.y far the Arlan ern. The*vital Ilty wool in: thin drwlry for ey.epos=.Is to / ffi51 RoclilgCade reporelbIl Ity df the 0.110100 hsgp.nr par mel/W7 1 Iles. O` B • DUR.FAC. 1.15 sxrmBn+o.CAn sm •were interaction»a utile Jeb general.per.i t, notes peg.and .,. sites: R.7...10 aorloT eroT SPACING 24.0" JREF- 1VAIG7775201 ALPrBE: 1pl,sltw.nom:TPI:aw.tpinat.org:ITCA: .ebelydustry.eomom : ICC: .icc..ra.ory 1 I THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115081--TIMBER TECH FRAMING -BURNHHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - HO) Top chord 2x6 HF SS (**) 1 plate(s) require special positioning. Refer to scaled plate Bot chord 2x4 DF-L 1#1&Bet. plot details for special positioning requirements. Webs 2x4 HF Std/Stud :W2 2x4 DF-L t#2: :W8 2x4 DF-L 2400f-2.0E: 120 mph wind, 43.33 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC (a) Continuous lateral restraint equally spaced on member. DL=6.0 psf. ; In lieu of structural panels use purlins to brace all flat TC a 24" OC. Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Right end vertical exposed to wind pressure. Deflection meets L/180 criteria for flexible wall coverings. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Calculated vertical deflection is 0.65" due to live load and 0.73" due to dead load at X = 13-2-5. 4X5E 8X8(**)6 5X5 6X12-..m 3X5 III 0.5 4X5 i' C 1-4 0 Is - r WB a) - 2- 11115 j_ MIN a 41-8-0 3 7M 8X86 806126 4X56 6X86 Lc---3-10-8----= lc 6-7-3 YID 6-8-15 .1"46-7-3 Trier 9-1-4 Ffi-7-3 6-8 15 6-7-3 9-1-4 1 I, 19-11-4 _1, 9-1-4 _I E 29-0-8 Over 2 Supports R=1597 U=362 W=5.499" R=1289 U=198 W=4" RL=58/-20 Design Crit: IRC2012/TPI-2007(STD) o)PROpF PLT TYP. 20 Gauge HS,Wave FT/RT=2%(0%)/4(0) 15.01.0, 4 ' %A OR/-/1/1/-/R/- Scale =.25"/Ft. TruasComp�mrnts of Oregon (503)357-2118 ••twantot••aeAg=o FOLIOS ALL orfs a,NIS wwrllet — a . F — 825 N 4ih Ave,Cornelius OR 97 13 •'l 1AMr" PUNISH mla°"le'"°'°AU.conitscome l .lmIll$TMs IWSTAuna• 0 , TC LL 25,0 PSF REF R7175— 95983 _ 18676 P. Trusses require sof SCS a In ngl.Ccemo ego Safety er,,tion. TAII installing end brfog..sY .c end follow or TC DL 10.0 PSF DATE 12/15/15 the latest edition of SCSIi (Building Ce....he App,leftemporer by tt, end SCSI for wes.cn practices her is . �, to Achard hg have 1proplrly Installers sta.tura provide th ngaand.ry bracing per all1. Unless noted attached.. top sherd shell have property•ttaclsd structural sheathing and bottom chord y1e1l new.p.wp.rli,attached / p rigid ceiling. Locations shown for permanent lateral restraint of webs shell nova bracing I0.tel led per SCSI '~ BC DL 1ct �P� gate.,section.a],eS er 010. es•ppllcabl.. Apply pieta co each face of truss and position as show,above end cm Iv.0 PSF DM CAVSR7175 15349151 ANE the Joint gate.,unless,,orad otherwise. Refer to dra.Inge 1001-2 for stenderd plat.positions. 1 16/2015 BC Alpin•, a division of In Pne d,lding Components croup tw.shell t to respaneibl.for•rn deulation nae this OREGON LL 0 0.0 PSF CA-ENG BFR/G111 drawing. enp failure to build the truss In conformance with ANSI/1,1 I. or for Fondling.shipping. AN ITW COMMNY installationIIbracing of crpdeed. 4 1'0.2000 '4, TOT.LD. 45.0 PSF SEQN- 241223 A moo!eh Ml•dowing or e...r, _ listing Mie 0pwing, iudleeb...ap w s.efprpfswlaMl plgllwrl"g 9-O ,.prootoillty of rp for help r•1..r pm. elle sY1tYl11t,y e..Yep a Mr.drirVy for e.,atneeulw en tela ' 8751 Rows Ci ck r.apae.Ilwr Ib•r ttl.Owl edea.Ilsalglsr Vino A16l/rpr,.awns. DUR.FAC. 1.15 Sacramento,CA9582R for more Information em.this Jabs general notes page aid these web sit..: Renew)Debt 5f80r2017 SPACING 24.0" JREF- 1VMG7175Z01 ALPIit:w..elpin.lte.eaw;TPI:ee..tpl,st.org:RCA: e.e.abolndustry.co.: ICC:pop.leesef..org THIS DOG PREPARED FROM CDIPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - H9) Top chord 2x6 HF SS (") 1 plate(s) require special positioning. Refer to scaled plate Sot chord 2x4 OF-L #1&Bet. plot details for special positioning requirements. Webs 2x4 HF Std/Stud :W2, W8 2x4 DF-L #2: :W4, W6 2x4 HF #2; 120 mph wind, 43.38 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II. EXP B. wind TC DL..6.0 psf, wind BC ;1, C11 . (a) Continuous lateral restraint equally spaced on member. DL=6.0 psf. In lieu of structural panels use purlins to brace all flat TC ! 24" OC. Wind loads and reactions based on NMFRS with additional C&C member design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Right end vertical exposed to wind pressure. Deflection meets L/180 criteria for flexible wall coverings. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Calculated vertical deflection is 0.64" due to live load and 0.73" due to dead load at X = 14-5-12. 0.5 _ 4X8 3X10RE 5X12= 3X5111 8X8 3X5= 1-a a ....._______IMT,,,-= :■ ws (a) II8 (a) 2-2-15 �_ L.__. �d __ AWN •_._ .._..-- 41-8-0 3X5( ) Ill 8X10a H0510'= 5X5RU 5X7Len— 3-10-8—>i 7-1-4 7-3-12 7-3-12 .1..t 7-3-12 7-3-12 sly 7-1-4 1i (� 21-11-4 7-1-4 _) 29-0-8 Over 2 Supports >{ R=1597 U=349 N=5.499" R=1289 U=199 W=4" RL=62/-21 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. 20 Gauge HS,Mave FT/RT=2%(0%)/4(0) 15.01,i. ' • 4 4.. OR/-/1/1/-/R/- Scale =.25"/Ft. Truss Components of Oregon 1503)357-_1I8 •71UN IPOI••MEAD ND F0W MI.NOTES al D Atlases' g IN 825 N 41h Ave,Comehuuss OR 97113 Trusties require F 1 17M N$SS MIM O.��' 0..bracing. to....11., (g l�G Flt`+ Ory TC LL 25.0 PSF REF R77 75— 95984 the latest edition of 11=51 (Budding Component>.rety inter by rel ..d SPCA)for safety practices prior , 1�7s 9 TC DL 10.0 PSF DATE 12/15/15 to performing these fa.etl..s. Irtalters shell provede trperery bracing per SCSI. Unless noted oth.rwl.a. , — too sherd.1..11 hoe.properly.ct.ol.es structural II.NehlYr and bottom chord.hell neve s prep.rly....use BC DL 10.0 PSE DR7/ CAUSR7175 15348153 rigid eel tine. location.Sc.,,for pen-.nw.t esters! re.trelrt of.e0.shell have bracing installed per t sections 03..7 or 610, es applicable. apply plata to each race or t.c.ss end positiot..4./r..,.bone end.. / ,4 L PD N I" the.mint Details. tit...noted otherwise. gofer to sawing.160A-z for.tend.rd plate positions. I-1612015 blot,., .efvbm nComponentsle. rlld�nComponentsGroGroupep Inc,.habe ll netresponsible for any...,hM Ian prom l. OREGON BC LL 0.0 PSF CA-ENG BFR/GWH drwl14, any for lure to build the trues!n contortions.with Alal/T►I I. or for heeling, .hipping, n AN ITWCOMR.NY betel lotion I.cecina of trn,.ee.. TOT.LD. 45.0 PSF SEQN- 241226 A p»I.o We.twig or WSW pogo 11101046 VOA grwloIrga 1o11•0100..sop.wp et pr.f...l.n.1 wolf wrlt5 9� 0.20,41 �'p feep.ti.lol l l{y r1.Iy ter Sc d..1gn Oran. 11.wlbf.l111y-r sm.of Mss doming Tier am rnatm,r•le Sc 8351 Roma Circle f.gws10111b of the 11110114 Dsalgf.r ear NNINIPI 1 1r.2. OC , ,N DUR.FAC. 1.15 Seaalleao,CA93R2R For mer. Information see tills Jet'.ge..r.l notes pogo and these web sites: ALPINE:w.elplrnit..cr:Tel:.w.tpinst.er-:MA:w.Nelnduatry."s: ICC:w.icc.r..ora Ronerni Onto I/3012017 SPACING 24.0" JREF- 1VMG7175Z01 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - H10) Top chord 2x6 HF SS 120 mph wind, 43.42 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF SS :82 2x4 DF-L #1&Bet.: anywhere In roof, RISK CAT 11, EXP B, wind TC 01=6.0 psf, wind BC Webs 2x4 HF Std/Stud :12 2x4 HF #1&Bet.: DL=6.0 psf. :14, 16 2x4 HF #2: Wind loads and reactions based on MWFRS with additional C&C member (a) Continuous lateral restraint equally spaced on member. design. in lieu of structural panels use purlins to brace all flat TC • 24" OC. Right end vertical exposed to wind pressure. Deflection meets L/1804 criteria for flexible wall coverings. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Calculated vertical deflection is 0.66" due to live load and 0.74" due to dead load at X e 15-9-12. H0612(R)= 3X10 6X10NE 1.5X411 o.s — 3X5FE 5X58 1- CO____—__ a mmm wmg (a) 1 I 1 J�O I =� Wa 2-3-15 3X7111 62 41-8-0 8X10= H0514= 4X8M 5X7 ' L-3-10-8--4.-1 7-11-12 7-11-127-11-12 7-11-12 7-11-12 '447-11-12 5-1-4 H 1_ 23-11-4 is 29-0-8 Over 2 Supports al R=1597 U=355 W=-5 499" R=1289 Ua199 W=4" RL=6fi/-22 PLT TYP. 20 Gauge HS,Wave Design Crit: If 2012/TPI-2007(STD) .ED PROP,Fs T/RT-2X(0%)/4(0) 15.01., OR/-/1/1/-/R/- Scale ft.25"/Ft. Taus Components of Ore 503 357-.118 a' Inot"KID Mo[OMAN ALL NOTES as nils I1g11INC1 •1 • pones B� ( ) 825 N 4th Ave,Cornelius OR 97113 "IwaNrANr" MINIM nun OWING 10511 cANrNAelas rNwsorr TO IAsrAuyleg. Cr! F TC LL 25.0 PSF 19578- 4' REF R7175- 95985 the latest require acre..ewe In ngbrlatl.n.teeny I shipping,rInstalling andMC)fee safety etfer to.,e fprle. TC DL 10.0 PSF BATE 12/15/15 letat eql tree of SCSI (Sul lel na II.,-..w,.Sefres Infeny.len, by tal.IW a CSI for . Leto end eller ' to performing chew f.nac,er.. I,sttll.r�d..11 provide c..por.ry bracing per eesl. Unless woad eH....,a. 1 ,4116k, cep chord shell love property ate d.d.[rearm,.Il..tbl,g and bottom aborti.hell hew t properly ett.el.d Kali BC DL 10.0 PSF dole telling. Least...sheen for...one.I.tartl restraint of webs*11 hero besting Installed per SCSI �M DR' CAUSR7175 15349154 A L P O N l� t.et la,.q,Sl , 510. a bpp1 l oth,.. Apply pietas dr.ab fee.or trotsfor sed position a efiurn above and on 1 16/2015 the islet Dein,., noel.[s meted otherwise. ce Gr to drawings 1.1001-2etret.t.nderd piece any pawl w. OREGON BC LL 0.0 PSF CA-ENG BFR/GMM Alpin,.dl.1.lur er Ill Building Ce.pe"ec.te Gray Inc. hM11 net be reeponsible for wry dppietlen Cr..Uis droving,wry f.11ure to build V.Inn. In conferments with ANpr/7al 1. or far handling, ...Upping. Orif AN ITW COMPANY Istel/ellen a Mang of trusses. tai li+r.Y0r 1 N TOT.LD, 45.0 PSF SEQN- 241229 A peel AA Alp dn.Iry or savor pap lining this drwlrr�y Indleeg, t..sooesro. w ef preftiol= l a glneerfiy OL 1 T r.yYlelAl Illy solely for tee.peel/,slave. TO eullabi/Ity w sae of[pulp drwing fel tiny ptnesturie le as 8351 ROSH Seely.-Circle 'wp ,plblllty of are Pal wing Seelyr per MITI 1 11.5.1. DUR.FAC. 1.15 • Su,p.. ,CA93R18 for were Infereatien ate[Mb Jab'.genera.nates page and the..deb sit..: W.INwW CW*Bi3O(2Qtr MAe. sSPACING 24.0" JREF- 1VMG7175Z01 NE:ada.elpllc..ai t9e. [Ra.. 1:wee.tpit.erg: CA: ..belndlletrytee: ICC:.w.lettery r..o THIS DIG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - H11) Top chord 2x6 HF #2 Bot chord 2x4 DF-L #1&Bet. :62 2x4 DF-L #2: # 1 plate(s) require special positioning. Refer to scaled plate Webs 2x4 HF Std/Stud :W2 2x4 DF-L #2: plot details for special positioning requirements. 120 mph wind, 43.46 ft mean hgt, ASCE 7-10, CLOSED bldg, Located (a) Continuous lateral restraint equally spaced on member. anywhere in roof, RISK CAT II, EXP B, wind TC OL.6.0 psf, wind BC OL=6.0 psf. In lieu of structural panels use purlins to brace all flat TC a 24" OC, Wind loads and reactions based on MWFRS with additional C&C member Bottom chord checked for 10.00 psf non-concurrent bottom chord live design. load applied per IRC-12 section 301.5. Right end vertical exposed to wind pressure. Deflection meets L/1B0 Deflection meets L/360 live and L/240 total load. Creep increase factor criteria for flexible wall coverings. for dead load is 1.50. Calculated vertical deflection is 0.66" due to live load and 0.74" due to dead load at X = 12-9-14. 5X5as 8X8(**) 4X5 5X5 3X1055 5X10 1.5X4111 O.5 _ 111 0 * V---- MI {a) a) 2-741:15 1-4-0 Y 441-8-0 3X7 Ili 8X8= 5X5 82 H0510� 3X10•= 5X5Lc. = --3-10-8--31,-) 6-4-15 6-6-11 6-6-11 6-4-15 3-1-4 6-4-15 6-6-11 6-6-11 6-4-15 3-1-4 I— 25-11-4 _I., 3-1-4 .1 lc 29-0-8 Over 2 Supports R=1597 U=360 W=5,498" R=1289 U=199 W=4" RL=71/-23 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. 20 Gauge HS,Wave FT/RT=276(0'X)/4(0) 15.01.E •+"g a 44._ OR/-/1/1/-/R/- Scale =.25"/Ft. of ...WINING!••READ Mb fOLL.6f ALL NOTES Olt IRIS ORMIM61 Trues Componentsgon /503)357-.:118 ,T ,• P ISR Ix1R RRA.nes to Mi.commune IwL iN.iw I1611LL,61O. �3 IC LL 25.0 PSF 825 N a nnr*Cornelius o 97IsN1 1 N e 02REF R7175- 95986 Trusses require5101.extreme term In r.brlo.cing. lelndllrg, ehlppinp. Installing end end erected.Refer to.,.fell.. �+ TC DL 10.0 PSF DATE 12/15/15 the latest edition of SCSI (Sulldl,g component S.fsey Informs....by Tel end WTCA) for urety prattle..Petr 18676' to performing these functlee. Installers shell preside tegorry bracing per SCSI. Unless noted others/leo. r t top eherd Shell hews properly atteehed.tr.otor.l sheathing and bottom Chord.hell hese.property.=Cried BC DL 10.Q PSF DRW CAVSR7175 15349155 rigid ceiling, Loose,ons Sheen for per.eent lateral restraint of amps shell have bracing Installed per SCS �� A PON sections Si,el r w&petnoted *able. Apply plates to each fesm of tress and rd plate .s Sheen apese end on the Joint hotell0, ...le.s toted etherpl... Near en drat/Inge 1enet for.petard plot.peeltlers, 1 /16/2015 BC LL 0.0 PSF CA-ENG BFR/GWH Alpine,a ylf l ler of IRI Building t Comuse In con Wap(nem shell M rfor than for teary desinglen from MIs drwlr.g,try tallest to bulls the cress In conformance with ANSIRfI 1,orear handling. .hipping. OREGON AN ITW COMMNY ...c.a.tle..bracingof trusses. v TOT.LD. 45.0 PSF SEAN- 241234 A seal on We swing sr ester phis I Istlhi phi.sdrab)IR belle ee esseetsme.t pn.f belsrel uh.lfterlhi 4R i1, ii # .9 8951 Rall.Codi reepalalllay ea1M .l y fpr the design, 00t. The.until it ty.r Seetelen s ed le en fir M hi dreaded any strwls..I.M. O�.0• .{� OUR.FAC. 1.15 reepalbillty V..SuildiIleelp..r per M.I/IPI 1 S..... T • SA ...ft CA 95.11211 For.ere Inf.r.etla,see tel.Job's g.e.r.i notes p.ge end eh*.web Otos. SPACING 24.D" ALPINE.. .alpllt...e.:TP1:,.w.tpinse.erg:NrcA:SWe.is.Ieluetry lew e:e .ieta.f...rg Rene,A,.lDate211102017 /REF- 1VMG7175201 ww THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - H12) Top chord 2x6 HF SS (**) 1 plate(s) require special positioning. Refer to scaled plate Bot chord 2x4 DF-L #1&Bet. :82 2x4 HF SS: plot details for special positioning requirements. Webs 2x4 HF Std/Stud :W2 2x4 OF-L #2: :W8 2x4 HF #2: 120 mph wind, 43.50 ft mean hgt, ASCE 7-10, CLOSED bldg, Located (a) Continuous lateral restraint equally spaced on member. anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.O psi, wind BC DLfi.0 psi.In lieu of structural panels use purlins to brace all fiat TC • 24" OC. Wind loads and reactions based on MWFRS with additional C&C membe(10.0007) Bottom chord checked for 10.00 psi non-concurrent bottom chord live design. load applied per IRC-12 section 301.5. Right end vertical exposed to wind pressure. Deflection meets L/180 Deflection meets L/360 live and L/240 total load. Creep increase factor criteria for flexible wall coverings. for dead load is 1.50. Calculated vertical deflection is 0.66" due to live load and 0.74" due to dead load at X = 13-9-14. 80312(R) IR 4X8(R)iN SX5ne 4X5ne 0.5 3X10U 8X8= 4X5 1- !l — (d) T 2-5-15 1-4-0 ea - 2 ""�-- W8 J40 82 41-8-0 3X5(**) Ill 8X8en H0514- 5X5 1012 3X5 NI L*--3-10-8- 6-10-15 6-10-15 =.1-2=.1-27-0-11 7-0-11 3.1 7-0-11 7-0-11 1`la 6-10-15 6-10-15 _y1`1I 1: I- 27-11-4 14 29-0-8 Over 2 Supports R=1597 U=362 W=5.498" R=1289 U=200 W=4" RL=75/-25 Design Crit: IRC2012/TPI-2007(STD) .EQ PROFF PIT 111}. 20 Gauge HS,Wave FT/RT=296(096)/4(0) 15.01.4/. d- ' j'# . s�rO OR/-/1/1/-/R/- Scale =.25"/Ft. Truss Components of Oreon 503 357,111S ••wAmNInn!••READ Iwo FOU AU.PRES OR NIS omsmw �i 825 N 41h Ave,Cornelius OR 911 i3 .•1 +�" ISN MS MOOS rD ALL COMPACTORS HIa.Rns ole IMAuse, 0 19575. 4, I. TC LL 25.0 PSF REF R7175— 95987 truss..rewireextremeof...care fabrlaating,het shipping,nginstalling.a1 bracing. Rarer to fpr TC DL 10.0 PSF DATE 12/15/15 the t edition of SCSI (AYltding Component SMaeY Inf cion, ill TPI sed MICA)Per safety practices prix ;051, to performing these fu,ctio e. Installers 1,11011 provide temporary bracing per SCSI. gni..noted ether.iw, Cap Chord Shell hew properly attached structural sheathing and bottom chord tail have e properly attached /,i i BC DL 1Q.0 PSF DRW CAUSR7175 15349156 rigid coil log. locations she.,for permenent lateral restraint or eche shell have bracing installed per SCSI C` sections RS.Si or gid.as applicable. Apply plates to oath race Cr cruse sed position as she...above end on I..16/2015 A PONV the Jain Detail..unless noted otherwise. Refer to drawing.1A0A_2 for standard plate positions. OREGON BC LL O.O PSF CA—ENG BFR/GWH Alpine.a division of ITS wilding Components group Inc. shall be responsible for any deviation from this drawing,any failure to wild No tress In eonforeena.with 553/%75.1 1, or for handling, shipping. V --'"' AN MFW COMIM.NY instal lattice n beating of trusses. 9 �n.serlad° TOT.LD. 45.0 PSF SEQN- 241237 A noel an title draelny nr a•wor pap Matey OW demean,. Indlart••••water of pr•faaalpnl•nglt10•.lq 9-0 r rasp.naihlI lty wobbly tar de daalp.sewn.. Ibis dYltwhl Alt=and lea*,Mlle**pinyinn any anew:my a Is no •s R351 Roma Circle Sacramento, Illy at pas Sill IYlmg O»IRl10r per Mtll/Y►1 S 11.0.2. DUR,FAC. 1.15 Sacrrhago,CAUM2R far were Infernetlen tee Re's_lee's genre,nates Pee.and Chas....Iia.. Renewal Date 1AI0M7017 SPACING 24.0" JREF- 1VMG7175ZO1 ALPINE:wm .w .e .•Iplltw.cam:7P1: .tpin.t.arg:YMCA:wmabeiedwtry,ewot ICC:ww.loasaf.,erg THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUM I TTED RY TRUSS MFR. (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - H13) Top chord 2x6 HF N2 :72 2x4 HF #1&Bet.: (**) 2 plate(s) require special positioning. Refer to scaled plate Bot chord 2x4 HF #1&Bet. plot details for special positioning requirements. Webs 2x4 HF Std/Stud :W2 2x4 HF N2: 120 mph wind, 43.52 ft mean hgt, ASCE 7-10, CLOSED bldg, Located (a) Continuous lateral restraint equally spaced on member. anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC OL=6.0 psf. 0 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind loads and reactions based on MNFRS with additional C&C member design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Right end vertical exposed to wind pressure. Deflection meets L/180 criteria for flexible wall coverings. Calculated vertical deflection Is 0.68" due to live load and 0.77" due to dead load at X = 11-5-5. 4X8(R) M 1.5X411 5X10(**)= W 0.5 8X10= T2 5X5= 3X10= 6 1-4L M _ 1+41-8-0 8X8= 4X8(R) III H05145X5= 5X7.0 3X5(*") NI L*--3-10-8---›.1 1~12 5-6-14 5-10-6 5-10-6 5-10-6 5-6-14 "1z 12 5-6-14 5-10-6 5-10-6 5-10-6 5-8-10 I 29-0-8 Over 2 Supports R=1597 U=362 WW5.498" R=1289 U=200 1.4" RL=81/-28 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. 20 Gauge HS,Wave FT/RT=2%(0%)/4(0) 15.01.E ..s-' ' 4% OR/-/1/1/-/R/- Scale =.25"/Ft. _ Truss Components of Oregon f5031357-U 18 •91411/1 INBI••PEO MO sour ALL VOTES a1 nils 0.111111161 p� i N s/ 825 N 4 Ave,Conaeluas OR 97113 ••n TAWT•• MINIMI TNg OAI+iNg TO ALL ogN,NAclels 1NOMNsIw Mt INSTAILADO. i �d FL.A D TC LL 25.0 PSF REF R7175- 95988 __Trusses requir..str.r Ore In rearto.t.no.handling.snipp.h■. Installing and bracing.Refer to end rolls 19575• `'T TC DL 10.0 PSF DATE 12/15/15 the I.te.%edition of SCSI (.el icing Comment Safety Information. by TPI and RCA)for safety proximo prior�l to performing thew f.,Ctions. Instil lets WWII gnarled temporary bracing per(CSI. .-p.noted otherwise. �, tap.herd shell Iwo prep.rly attached.trod.I l .Learning M.Potts Mord shell have...notedy attached rigid coling. Location.slow,rer per..m.t Iwai restraint.f webs Mel,Isee bracing installed per SCSI '_ , BC DL 10.0 PSF DRW CAUSR7175 15349157 A LSO N E •I.t Joint g0. 1 or w ote ether-elem. ..Appietas dr mon -f toad end rd plate as Mon,Move en p 111411��-- the Jn . cauls. unlesseMSV buil eng Ca... 0•r.r to Inc. ,snot)f.responsible..rbpor.ny.roliat. 1 16/2015 BC LL 0.0 PSF CA-ENG BFR/GWH Aniline..y fai lur er Ibu bd h t ues in con grey.Inc. M.11 rot bhan for any lan fns this drsleg...failure to build the true.in scare.wnea with ANSITI 1...fpr WWnng. shipping. OREGON v TOT.LD. 45.0 PSF SEAN- 241240 AN(TW COMPANY Intal Leib.,a granas er true..,. N A.eel on Mi bpews1pt rlq.r peso 11rg a1.Arsllg Ind1..t....eeptwls .. r .f pr.P. lonel wlgl. ring S /1.20,140 t..pwwlb111ty wily for lino orlon.few,. Tie...1t.l 11gy and pr.f MI.Arming hr ors stn..1.the R &3sl Rrn�lg Circk r..p.labl lib•of w OW Idles Owlgn.,per AgVi►1 1 0r.0. "O� + • ,N • OUR.FAC. 1.15 Sfv.Ileao,CA9ss:a far more Inform:Ion w.%his Jobs general notes Seg.ry «alto.,Icbwr..erg SPACING 24.011 JREF- 1VMG7175Z01 ALPIIC:as..l Iweitp..a.: Tal:.w.tpinet.erg:RCA:.w.ebt„lduet MLngn.l Mb OA10120t T (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - H13A) THIS DIIG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x6 HF #2 :T2 2x4 HF #1&Bet.: 120 mph wind, 43.61 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #18Bet. :B2 2x4 HF #1&Bet.: anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud :W2 2x4 DF-L #2: DL=6.0 psf. (a) Continuous lateral restraint equally spaced on member. Wind loads and reactions based on IAIFRS with additional C&C member(::115) ®l�' design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Right end vertical exposed to wind pressure. Deflection meets L/180 criteria for flexible wall coverings. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Calculated vertical deflection is 0.66" due to live load and 0.74" due to dead load at X = 11-5-5. 5X5= 0.5 3X10m 1.5X41 8X10m SX8a 5X5 T2 _ _ ,$ 2-6-8 1- �� 0 r _ mI +41-8-0 3X5 lel 8X8us 5X5= H0514u B2 3X10m 5X7m 1"12 • 5-6-14 5-10-6 5-10-6 5-10-6 5-6-14 1 12 12 5-6-14 5-10-6 5-10-6 5-10-6 5-8-10 29-0-8 Over 2 Supports yl R=1307 U=197 W=5.498" R=1307 U=202 W=4" RL=78/-29 Design Crit: IRC2012/TPI-2007(STD) O PROSt.' PLT TYP. 20 Gauge HS,Wave FT/RT=296(091)/4(0) 15.01.' .i OR/-/1/1/-/R/- Scale =.25"/Ft. Truss Components oforc (`s03 57-1118 e. MINI"w ma MLA Au OMNIA a S in INbwNfr+ Clan F,Q REF R7175- 95990 825 N 4th Ave,Cornelius 97113 "+ms's"" MINIM TM's.sena ID ALL WNtMetgis lgnggl55 TMT igSfA11)Da. F TC LL 25.0 PSF Trusses require esCr..a n:..a in fabricating, Insedll09. Mlppinp, haul ling.w bracing. .for to end fells 19575 TC DL 10.0 PSF DATE 12/15/15 the latest edition.f'Am(Seliding Cnnyo..., lafaty IMb. c,on.by nl and ACI)for sefsty prsetie.e pr,er /r to performing these functions. Installers shall provlaa temporary boning per SCSI. Unless,end etlpnise, cop chord shell have properly etteeMd Strtesr•I sheathing aid netts chord snail lees a properly attached "� rigid selling. Legations.loan for psr.en.nt lateral restraint of webs Pall ne..bracing octal led per SCSI BC DL 10.0 PSF DRW r.AUSR7175 15349159 .Set las get.q or 510. as eppl Incite. Apply pates to each fes of truss aid position es siva above aid es d' P the Joint Detain,Loden nand*Ceram. Refer to drawing.1biS-S far standard Oen position.. 1,16/2015 /�'�L■ Alpine.•envision Si'ITT build) s G N Canna ant ase Inc.Nail not her :bis for BC LL orpfor deviation era. this n OREGON _ 0.0 PSF CA-ENG BFR/GWH dreslnyi any failure Co build the trues In<sfenrwe with AM81/TII 7,or for handling. snipping. AN ores comaarrf Installation A meting of Cross.., 1, h.tte,to P TOT.LD. 45.0 PSF SEQN- 241246 A Seel on this awing Sr wow pops noting g this droning, /1r1aM.p dwa�telyp K pnMelawl egilwrl.le 4$O a N� lw/Yn.lhl lib seloly for alae tools,.Moen. The sultlblliey w use d/tlnl.awl far tt1$+Rags!Cacti r.spwelol lltp of the Sellable g..is,o.r per AmOi/ITI 1 Sa.,t. .b W..a�...l•the , , DUR.FAC. 1.15 Somam,+o,CA9ssffi .or more Information Sea ells Jeb..wenn.,notes peas and t,e,e nab antes: PormwaiDdeBMWZH7 SPACING 24.0" JREF- 1VMG7175201 ALPINE:wM..lpineit..es: Ip,:IMO.tpi"st.erg:STCA:wes..be Inantry.co.: ICC:s..iecs.rnorg THIS UNG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - H13D) Top chord 2x6 HF #2 :T2 2x4 HF #1&Bet.: 120 mph wind, 43.52 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #1&Bet. anywhere In roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud DL=6.0 psf. t ',2 Truss designed to support 0-0-0 top chord outlookers and 3.00 PSF Wind loads and reactions based on MWFRS with additional C&C member cladding load one face, and 24.0" span on opposite face. Top chord must design. not be cut or notched. Right end vertical exposed to wind pressure. Deflection meets L/180 See DWG GBLLETIN1014 for gable wind bracing requirements. criteria for flexible wall coverings. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Deflection meets 1/360 live and 1/240 total load. Creep increase applied per IRC-12 section 301.5. factor for dead load is 1.50. Fasten rated sheathing to one face of this frame. I. 15-3-13 'I 2X4 SII 0.5 _ 3X51II 4X5ME T2 : --Ili 1 4 0 B�M�M_N-��, ■ ■• .i2-6 8 x ////////////////// /. / / 441-8-0 I 3X7 Ili 3X5. L-3-10-8-3;..12 $9" 2' + 26-1-12 11 29-0-8 Over Continuous Support R=99 PLF U=19 PLF W=29-0-6 RL=3/-1 PLF Note: All Plates Are 1.5X4 Except As Shown. PLT TYP. Wave Design Crit: I FT/RT 296(0%)/47(0) D) 15.01.y i PROF��a OR/-/1/1/-/R/- Scale =.1875"/Ft. Truss Components of Oregon 503 357-_118 •VANNImcles Melo Mm mu.a•ALL Mors co TI/S°"Dols' t161NP. O TC LL 25,0 PSF REF R7175— 95989 poem 1 •.Iwth Pe°• INFIRM TINS MINIM TO ALL COIINIACTOmi MAIM THE INSTALLERS. 825 N 4thAve,Cornelius O 97113 Trussed ire extreme care 1n f.brl<etl w,di l Wooing. y repo ev eg• PP nv install lay..m bracing.Refer to..e fallow 19575P the fetes!edition of SCSI ia.ildin9 competent Safety Information.b,.1.1 and.ICA)for».et„Prectl<ed prior TC DL 10.0 PSF DATE 12/15/15 to performing these functions. installers shell provides t.. or ry bracing per SCSI. gels.noted otherwise. tap chord oho.Mew properly attached structural sheathing and busts.eMrd Mall hove.properly attached Jriiiii rigid ceiling. Locations sheen for p.,-.n..,t 1 1 restraint or ease Mall huge brashly Inec.11ed per SCSI /� .+ BC DL 10.0 PSF DRW CAUSR7175 15349158 A ILPH N E .hated in:D ai.or. top .s.ted otherwise. her. Apply I pietas eachig feess and position as ition.b.Ye as on t,.Joint Details. lass noted etM»Is. M.f.r drawings 1e0A_1 fee standard Pete positions. I RECON BC LL 0.0 PSF CA-ENG BFR/GWH Alpine, a division of ITS building Components Group Inc.shell not be responsible for.ny*lotion from this OREGON drawing. lanyen r.ieure toconformance p. Ab ile the truss in<eefer .e•with ANSI/111 I.or for handling. shipping, �A.jc,tl� � TOT.LD. 45.0 PSF SEQN- 241243 drawing w AN W COMMNY hen.I la.on a bracing or tn..... A.dal en tale d iewer pegs Iletl7 Mwb tails drawing. Il .....pta..M prefheaa eI.al engarl.g r.. elbi I ley solely for the design sr.... TM a sulbl159 enuse uor this Inning for age responsibility rw. l.Is fee "-Ott T .N�• DUR.FAC. 1.15 5351 Roy=Circle respu. ibility eMuild Ming O..Igner per MiIITPI T see.S. ._.-_ S.aene,lo,CA 95825 For wore information see this Job's general notes pegs end these web aloes: ALPINE:w..sipi.alte.cee:TPI:we.tpinot.org;RCA:war.ab<indeatry.cam; ICC: $wn.ic<eaf..org RSn.Mgloweaormv SPACING 24.0" JREF- 1VMG7175Z01 THIS DUG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - H14) Top chord 2x4 DF-L #2 :12 2x4 HF #2: 120 mph wind, 43.50 ft mean hgt, ASCE 7-10, CLOSED bldg. Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud :W2 2x4 HF #2: DL=6.0 psf. (a) Continuous lateral restraint equally spaced on member. Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Right end vertical exposed to wind pressure. Deflection meets L/180 criteria for flexible wall coverings. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 3X5 0.5 — 3X10m 1.5X4 tll 6X8 3X5m 4X5= T2 IT T we mi (a) (a) ---�� 2-4-0 1-4-0 ■ ME — 41-8-0 3X5 WI 6X8= 3X5= 6X8= 5Xa 1'1�L2 5-9-8 6-1-0 6-1-0 5-9-8 1 12 111 5-9-8 6-1-0 + 6-1-0 5-11-4 Fc 24-0-8 Over 2 Supports d R=1082 U=163 R=1082 U=167 W=4" RL=67/-26 Design Crit; IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=276(0%)/4(0) 15.01.E 'neo F OR/-/1/1/-/R/- Scale =.3125"/Ft, eewllsrnNat�� NO Tata ALL 11 Is°tel"" 1NFF� O TC LL 25.0 PSF REF R7175- 95991 Truss Components of Oregon (503 357--118 ��ii;;�� 825 N 4th Ave,Cornelius OR 97113 +�" swum TNIs mono to All eanNpetaa lNttablNa,1=(a1TAt35Rl. C31 Trusses require extreme Car.In r.brlomti,g.hMdll hipping, InsVll Ing pa Crethg.Parer to end fellow 1957a TC DL 10.Q PSF DATE 12/15/15 the latest edition or 1651 (Building Caspa=nt Safety Inrur..elon.by TPI and UTCA)for safety Pr.otlef prier to. to pnrc ato tlsass fpotlens. Installers eheli provide og end bratleg per nC91. Unless noted otherwise, top e/erd Shall hese properly sttusNpd atruecu11 sheathing end bottom chord Moll here.properly ateea!=d viola selling. Locations show,for persarlent later.) restrbine of saes shell neve br.oing Installed per SCSI yr� BC DL 10.0 PSF DRW CAUSR7175 15349161 motions es.B7 or 1 .p 10.ss pliesbl.. Apply plates to each f.0.of trues and position as shown above end on ,4 L P p N I [he Joint Detail..unless noted otherwise. safer to drawings 1000_Z for standard plat.position.. t•'t 6/2015 BC LL Q•0 PSF CA-ENG BFR/OWN Alpines .dirlelen of ITS funding Components group Inc.shell not be retponsible for any M al.tlan from this ,draping.any failure cobulla the tress In eonrerl.nca with AMsI/T►1 t.or for noodling,shipping, n OREGON — AN 1TW COMRANY in.t.I lotion a mooing of[rase... +f TOT.ID. 45.0 PSF SEAN- 241249 A mei M MIS ermine sr ewer page Ilablog tele deeming. drsala/iIbdlwbae 9qto 10�, 'rreapaneibility safety fir tee delgh ea=. The eeltbllte me dee Are1iMoorng for chepopgsh.1 reepan.ibInth 0r tea WINg B.lgner per mums 1 Sm.:. �Ot, , 0 DUR.FAC. 1.158)51 ROM)Circe Sxrgllano,CA 95878 ALPINE:ewvelpInemars mi tae:`7PI w.tpinstt..erg RCAI:ww.sheiidustryepage end`eel: ICC sites: l5eaara.org SPACING 24,0'' JREF- 1VUG7175Z01 Ranawel Dia w�01lOi7 r THIS DDG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115081--TUBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - H15) Top chord 2x6 HF *2 2 COMPLETE TRUSSES REQU I RED 1 Bot chord 2x4 HF #1&Bet. :B2 2x4 HF #2: 0 Webs 2x4 HF Std/Stud :W2 2x4 HF 42: Nail Schedule:0.131"x3", min. nails Top Chord; 1 Row *12.00" o.c. Special loads Bot Chord: 1 Row *12.00" o.c. (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Webs : 1 Row * 4" o.c. TC- From 70 plf at -3.87 to 70 plf at 5.94 Use equal spacing between rows and stagger nails TC- From 70 plf at 5.94 to 70 plf at 9.27 in each row to avoid splitting. IC- From 70 pif at 9.27 to 70 plf at 27.38 4" o.c. spacing of nails perpendicular and parallel to BC- From 20 plf at 0.00 to 20 plf at 27.38 grain required in area over bearings greater than 4" BC- 2276.47 lb Cone. Load at 3.27 120 mph wind, 43.42 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Wind loads and reactions based on MWFRS. anywhere In roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC 01=6.0 psf. In lieu of structural panels use purlins to brace all flat TC * 24" OC. Right end vertical exposed to wind pressure. Deflection meets L/180 Deflection meets 1/360 live and L/240 total load. Creep increase factor criteria for flexible wall coverings. for dead load is 1.50. Calculated vertical deflection is 0.49" due to live load and 0.57" due to dead load at X = 8-11-12. 3X10= 4X12= 6X8(R) 0.5 _ 1.5X411 0.5 3X5= 6X10= 4X5= w $ I 2-4-0 1-4-0 '-- ..... _ `! _�--_ ../ _ - etammemmommammommilmommmem. 441-8-0 3X7 II B2 W2 4X12= 3X5= 3X5= 6X88 4X5= 5X7= L*--3-10-8--4J I- 3-5-12 2'� 7-4 i- 3-0-8 6-11-9 3 6-1-9 5-11-13 1_ 5-11-4 _I_ 3-4-0 18-1-4 -I [< 27-4-8 Over 2 Supports R=3527 U=635 W=5.5" R=1485 U=225 W=4" RL=-28 Design Crit: IRC2012/TPI-2007(STD) , D PROF PLT TYP. Wave FT/RT=216(0%)/4(0) 15.01.1 .'• � F8 OR/-/1/1/-/R/- Scale =.25"/Ft. Tens Components of on 503)357-:I1B *MANN Il I** Ural All*alum All.1113719a VMS 01111111001i3t 825 N 4 It i Ave.CorneliusOR 97]13 ...mammy. 1111"'"MIS MI "I 11111111'°°11'""11"`'"ww'"""6 INsrul.w`' o, • TC LL 25.0 PSF REF R7175- 95996 Trusses require mamas c.c.In fabrle. ro .el tl ,handling.shipping. Installing. bracing.Refer to ash follow �s67BmamasTC DL 10.0 PSF DATE 12/16/15 the latest.ditlen of uchI (Saheleg Ce,geree. ot Safety Iefereetl .by TPI and pian)for safety pretties.prior l to perrer.leg tlls.a fbno[lam. Installers shall proelde temporary bracing per SCSI. Unless noted otherwise, top mord shell Iane prepsrly attached structural sheethi and bottom chord shell have• metalled l d per' ail ' BC DL 10.0 PSF DRW CAUSR7175 15350037 rigid cellIron or hem sheave for e.r Apply plateal ratty.h fa of f trues es a haw brselro WI1ed ler SCSI ..edam bg, g]or M.as sppl feeble. Apply platb N Nth flet of tel_Mho position..alwh.bow.ed en 1 w 16/2015 /1(� PO^ I the Joint Details. ..nless noted ether.l... Mirror to af«.ing.1sw_:for.t..d.rd piece position.. BC LL 0.0 PSF CA-ENG BFR/GWH �_�LPO 1 �I Alpim. .d1.,ti,..I IA building C.. .. t.Group Inc.Mall not by re pomlbi.for any d.vI.clan from Nh1. OREGON drawing, may faller*to build tine true.In eeeforw,e..ith ANSI/TP1 1.or for handl lnp. shipping. AN MA/COMPANY hnoe.11etl.n.xkpro of trusses. '1 s•20,15# TOT.LD. 45.0 PSF SEQN- 241274 A seal.n Mid dr..les M truer Sege lifting Ml..rwl� tn.l.aa.•awapbalr bI pr.Pwalaml w1g11wPlrhg rwp.nslbl l ply solely Pb.-10.deelpl Na.,. We elltabl Ity ma use.r 1*d..slro ter org ace. ..I.tde • 83$1 tla>da Chde ..+.el►Illw of aha rl/d1w/tleelgp.r pee Nalrn1 1 Ses.t. O� g • OUR.FAC. 1.15 SIC IN o.CA95R2R Per more Information sew this deb'•goer*,not.s page and these 0.12.it- R.n.w.lO..eraorlw7 SPACING 24.0" JREF- 1VMG7175Z01 ALPINE: ww..lplmlb.ceb: TPI:wee.tplmc.org:MA:w...boineoetry.c..: ICC; sed.lees.Ie.erg THIS DIG PREPARED FROM COI'UTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS IFR. (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - H16) Top chord 2x6 HF SS (") 1 plate(s) require special positioning. Refer to scaled plate Sot chord 2x4 HF SS :B2 2x4 DF-L #1&Bet.: plot details for special positioning requirements. Webs 2x4 HF Std/Stud :W2 2x4 DF-L #2: 120 mph wind, 43.42 ft mean hgt, ASCE 7-10, CLOSED bldg, Located (a) Continuous lateral restraint equally spaced on member, anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC OL=6.0 psf. In lieu of structural panels use purlins to brace all flat TC • 24" OC. Wind loads and reactions based on "MFRS with additional C&C member Bottom chord checked for 10.00 psf non-concurrent bottom chord live design. load applied per IRC-12 section 301.5. Right end vertical exposed to wind pressure. Deflection meets L/180 Deflection meets L/360 live and L/240 total load. Creep increase factor criteria for flexible wall coverings. for dead load is 1.50. Calculated vertical deflection is 0.61" due to live load and 0.69" due to dead load at X = 10-11-12. 3X1Oss 8X8(99)seohs 6X8(R) ill 5X5 O.5 -- 1.5X4 III = 6X10 1-4-0 4 0 ...—x C 2 � ,..,. (a) 2-4-0 r1 8X8 3X5 B2 4.41-8-0 3X7 III H0514� 3X10= 5X7= L*--3-10-8--4-1 7-11-4 3-4-0 5-3-13 5-5-9 5-3-13 7-11-4 4. 3-4-0 5-3-13 5-5-9 5-3-13 I J 7-11-4 I 3-,4 16-1-4 f' 27-4-8 Over 2 Supports R=1523 U=351 W=5.5" R=1213 U=188 W=4" RL=67/-22 Design Crit: I RC2012/TP 1-2007 )STD . O PROF PLT TYP. 20 Gauge HS,Wave FT/RT=276(091)/4(0) 15.01 .p/. d-• f . �64 OR/-/1/1/-/R/- Scale =.ZS"/Ft. Truss Components of Oregon (503)357-1118 •91A10111101.•IWO NO FOLWDtr ALL ISMS ON nus DAWINCiREF 87175- 95997 825 N 4th Ave,Cornelius OR 97113 ..11,011111111.1 NM=THIS canna m ALL eurl111era1a 110=01111111E 1BATAt1W. 0 X76. (� TC LL 25.0 PSF Tresses repairs"crow a In f.bria.ting.handMns .,W em ,i, . shipping, Install leg bring. Refer to sew)roll" . 9 the l.te.t.4101"of KSI (Suildiog C-gp.ont Safety Information, by TPI eid RG)for..fey p,sotic.•prior 4001 TC DL 10.0 PSF DATE 12/15/15 to perforefunctions.l,g those functions. Inst.I lars shell provide temporary bracing per SCSI. Iln,ems .noted otla. ,s.. . top lard atoll Irve pr perly etta"w ectueter.l M..thIng end bottom chord shall h.v.•properly attached rigid ceiling. Locations Maw,for p.remnone lateral restraint or webs shell have►rating installed per gcsi I.,16/2015 Al r BC DL 10.0 PSF DRW CAUSR7175 15349187 ALP]NIP thea U..i.. ".pal,ether .. R metes to.lee rtes for..0ono04 rd,late as ween whore wy on ' 1 the Feint Detain.unless ectad otherwise. M,.r to dr"l,qs icon-z for.wwerd plate peewees. OREGON BC LL 0.0 PSF Alpine.a division of IT,Building Ceipswn.Crap Inc. shell not M ra.pwiel01e for any monition from this CA-ENG BFR Sola,any feller,to Mr1ld thecru.•In oonfersrne.with Al61/TPI I.or for handling, shipping. BFR/GBH AN 11W• eoMR4NY instal late".broamrg.,Orem.... l'Ah a.ser 1016 TOT.LD. 45.0 PSF SEQN-semi an M/s lssslop et emMf pegs IlgsIg BM.Mwlep1M1MM.wpc so.of pr./►rw lgf OL a , Q 241277 re.pwwlbl l ley solely fpr the rp16a shoo. The.0.10_I lty ens pis of fills drwlrs ter arty.Crwn .,.me"t "-OLa 83)I Roc Circle rs.p0nelbl I e the e Sal Id01111/11.1lne Doelgaf per01111/11.1so 1 1 S .2. DUR.FAC. 1.15 Sgnraguo,CA 951el per.pre inteneelse.ee ehi•,oh's gsn.r.I art.s pays rid these web.,tem: RwawelDMSSlIw2O17 SPACING 24.0" JREF- 1HMIG7175Z01 ALPINE:woons .slpiit.,pm:TN:e.om.tpinst.ere;EISA:sew.sbeindemvy.0": ICC:www.ieooefe.cry THIS OWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - H17) Top chord 2x6 HF #2 120 mph wind, 43.42 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Sot chord 2x4 HF #1&Bet. :B2 2x4 DF-L #1&Bet.: anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud :W2 2x4 HF #2: :W10 2x4 DF-L #2: DL=6.0 psf. (a) Continuous lateral restraint equally spaced on member. Wind loads and reactions based on Ii FRS with additional C&C membe 0 design. In lieu of structural panels use purlins to brace all flat TC w 24" OC. Right end vertical exposed to wind pressure. Deflection meets L/18 Bottom chord checked for 10.00 psf non-concurrent bottom chord live criteria for flexible wall coverings. load applied per IRC-12 section 301.5. Deflection meets L/360 live and 1/240 total load. Creep increase Calculated vertical deflection is 0.62" due to live load and 0.70" due factor for dead load is 1.50. to dead load at X = 12-11-12. 6X8 0.5 6X8(R) III 0.5 _ 3X10m 3X511 4X8(R) B 8X8 ■ ] I 1-4 0 I - a) = W10 (a) 2- 0 B2 41-8-0 3X7II 6X8= 4X8(R) IN H0514 s 5X5m 5X7 L-3-10-8--)J J 7-0-10 4-11-10 4-11-10 3-4-0 7-0-10 7-0-10 `1 9-11-4 3-4-0 14-1-4 r' 27-4-8 Over 2 Supports R=1523 U=351 W=5.5" R=1213 U=188 W=4" RL=67/-22 Design Crit: IRC2012/TPI-2007(STD) .0)PRO94 PLT TMP, 20 Gauge HS,*ave FT/RT=2%(096)/4(0) 15.01.4 `, 4: OR/-/1/1/-/R/- Scale =.25"/Ft. Truss Components of Oregon (503)357-211S ••ARMING!••lash Nc F4LL1 OIL rows a 1x15 UI I.6I N' — 825 N 4th Ave,Cornelius OR 971]3 "1idrrMr" RIM THIS MAIMS 1e PAL ma11ACIVAS IIrlArlrr TIE IMITAIaa4, a IC LL 25.0 PSF Trusses rew,lre extreme core In fabricating, 19678..- REF 17175E 95998 np, ha.vlllfp, M1Ption_ Installing AM)hewing.e.r.r to one follow TC DL 10.0 PSF DATE 12/15/15 the latest ngl than of nct1 ns.11d bg t arc she lSafetye: Ie tempo art by Tel end AMA)for uteen traducer prior ' �* to performing these functions. ImbhNrs dials provide temporary bracing per 11C31. Delos*noted otherwise. / tap lard shaft hole properly attached ecreetaral el..theq wed betto.chord shall have a properly etted><tl I� 'y.. BC DL 10.0 PSF DRW rigid coping. Laa.tlwa show,for parmmnent lateral restraint er webs shell hero bracing installed per SCSI CAUSR7175 15349168 ALPO O N E thecloin u, a>'or ell as noted Apply ghetto to each r1de r for end rdpoaltIon as shown shove and a" 1 ](•12,015 i ti lL_,ll�l�l sec hon, 3. 17Details. ,mesa appl eld.otherwise. Refer la to drawings 160A-2 of tri standard pieta as show. /� Alpine. a elvish:.of In Components building Componts group Inc.Mall not fie responsible for eny deviation from this OREGON BC LL 0.0 PSF CA-ENG BFR/GSH drewing,any tel to Wild the truss In comer.....with ANl1/TP1 1.or for handling. shipping, l AN ITw COMPANY [...cal llthon a booting of trusses. b N.ser e° TOT.LD. 45.0 PSF SEQN- 241280 A reel sn ted.0_1ng of..rar gar.I1.tl"g tb1..r.11wlgg IMI......ee.y!w..i pr r...lwwl hw.rl O twpw,.l\I I lty 0.1.47 ser tow..alga.hash. Th.0.ltaSI l lq wig w M thla.noir Per..y 0.r Imtr I p0. 8231 Roma Click reepmnslbl Iity of tow 41111Inb b amlgar //16111111par//16111111 1 10..1, • DUR.FAC. 1.15 Saernwro.CA 95125 per mere Informstleh see this Jot's wares notes page and tweee web alter: --.J ALPINE;oww.alp,holtm.eam;TPI:www.tpinsc.org.RCA:wwe ..sbclndutry.eem: ICm C: s..leesefe.org ' SPACING 24.0" JREF- 1V1IIG7175Z01 THIS DING PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS NFR. (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - H18) Top chord 2x6 HF #2 (•*) 1 plate(s) require special positioning. Refer to scaled plate Bot chord 2x4 HF #1&8et. plot details for special positioning requirements. Webs 2x4 HF Std/Stud :W2 2x4 HF #2: 120 mph wind, 43.42 ft mean hgt, ASCE 7-10, CLOSED bldg, Located (a) Continuous lateral restraint equally spaced on member. anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psi, wind BC ( 431 DL=6.0 psf. In lieu of structural panels use purlins to brace all flat TC a 24" OC. Wind loads and reactions based on MFRS with additional C&C member Bottom chord checked for 10.00 psf non-concurrent bottom chord live design. load applied per IRC-12 section 301.5. Right end vertical exposed to wind pressure. Deflection meets L/180 Deflection meets 1/360 live and L/240 total load. Creep increase factor criteria for flexible wall coverings. for dead load is 1.50. Calculated vertical deflection is 0.62" due tolive load and 0.70" due to dead load at X = 11-11-4. 8X8(**)ES 6X8(R) III 0.5 3X10s 3X5 NI 0.6 4X5B 8X8 I1 1-4-0 a (a) 2- 0 NMI 4_41-8-0 3X71N 8X8 5X5= H0514-- 5X5= 6X8 4-3-10-8--->J 5-11-10 >I_ 5-11-10 I< 3-4-0 p 6.O-10 a 6-0-10 5-11-10 5-11-10 3-4-0 6-0-10 6-0-10 'I I_ 11-11-4 _I_ 3-4-0 _I_ 12-1-4 _1 E27-4-8 Over 2 Supports a{ R=1523 U=351 W=5.5" R=1213 U=188 W=4" RL=67/-22 Design Crit: IRC2012/TPI-2007(STD) , O PROF PLT TYP. 20 Gauge HS,Wave FT/RT=296(0°x)/4(0) 15.01.• F OR/-/1/1/-/R/- Scale o.25"/Ft. Tines Components of Organ (503057-2118 ••fI11N]N91••REPO MO FOLLO.ALL MOMS ON nils OWING, � 825 N 4 tf i Ave,Comehus OR 97113 '°lmmO R" SfBMleN MIS MAIM 7O"�LMNrNReroo INCWgINS TIL 111grA LS X47 SIN . d •F1;1 �y TC LL 25.0 PSF REF R7175- 95999 Trus...require ext....care In fabricating.handling. shipping. Instetling...d breetng.Rorer to end fella. 19675' *9 the latest edition or Beit (Building Component Safety Information,by TP1 rad RCA)for safety practice.prior �i TC DL 10.0 PSF DATE 12/15/15 to performing tiles.runation.. Inmtat.en shell provide temporary bracing per 6CS1. Unless noted otherwise. ,64164, cop chord shall I.M.properly.tt.thed.tructorsl slfeethI.g and bottom chord shell have.properlyattached BC DL 1 Q.0 PSF rigid ceiling. Locations.hewn r permanent lateral restraint or web..hell hove broiling instaled per SCSI e rDRW CAUSR7175 15349170 emotions ea.s7 or e10, ..eppl le.ble. Apply plata.to nosh face or truss and...felon.s sheen above and en All PO^ I E the Joint Details.(Clint.noted otherwise. Rorer to drawings 1e00_z for standard plat.position.. BC LL 0.0 PSF CA-ENG BFR/G11FI i'=1I' f" " ' v Alpine, .division ftw Building Components croup Inc.shall not be reopr.ibl.for any deviation from this REGON drawing. any rait.re co bulla tine truss In conformance with IIIISI/TP1 1.or for handling. .hip.ng. AN NW COAAN►Mr i,et.11ati.n a br.oir.p.,trusses. 91\1:16/2015 .l9,1� TOT.LD. 45.0 PSF SEQN- 241283 A epi an ell.n4.ml.g M APT.,pop.listl..Mlle ff..lhM Indicate..symptoms of pf.f.nhe el Mginwr/.M fmrp..gibh I Ig pl.ly fee w da..r.Mnwe.. nap egitobl i iq and a...f twl..r..lw r r..y...Mum..td. °L •N OUR.FAC. 1.15 BM Rowe*Citrk r.aP..iblllq St the gMlIalnu Amiens.Par 0661/1PI t Saa.S. sdaMgalro,ca9sRiR ALPINE: w. 1pIneitg.com:TP1:s tpnn.�a°`RICA, t:,�00p"try`.to.web sites: A o+T SPACING 24.0" JREF- 1VMG7775Z01 THIS eme PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - H19) Top chord 2x6 HF #2 (") 1 plate(s) require special positioning. Refer to scaled plate Bot chord 2x4 HF #1&Bet. plot details for special positioning requirements. Webs 2x4 HF Std/Stud :W2 2x4 HF #2: 120 mph wind, 43.42 ft mean hgt, ASCE 7-10, CLOSED bldg, Located (a) Continuous lateral restraint equally spaced on member, anywhere in roof, RISK CAT II. EXP B, wind TC DL=6.0 psf, wind BC 0\6\ DL=6.0 psf. In lieu of structural panels use purlins to brace all flat TC s 24" OC. Wind loads and reactions based on WNFRS with additional CAC member Bottom chord checked for 10.00 psf non-concurrent bottom chord live design. load applied per IRC-12 section 301.5. Right end vertical exposed to wind pressure. Deflection meets L/180 Deflection meets L/360 live and L/240 total load. Creep increase factor criteria for flexible wall coverings. for dead load is 1.50. Calculated vertical deflection is 0.60" due to live load and 0.67" due to dead load at X = 13-11-4. 6X8(R) III 0.5 — 3X10E 1.5X4 MI 8X8= o .5 3X5E 8X8 I 1-4 - : 0 -" (a) (`` 2-4-0 -4 ■ +41-8-0 _I 3)(5('(it 8X8E 3X5E H0514E 5X5E 5X7= --3-10-8—)J 6-11-10 6-11-103-4-0 5-0-10 5-0-10 6-11-10 6-11-10 I' 3-4-0' i` 5-0-10 1'14 5-0-10 'I L. 13-11-4 _1. 3-4-0 10-1-4 -1 27-4-8 Over 2 Supports R=1523 U=351 W=5.5" R=1213 U=188 W=4" RL=67/-22 Design Crit: IRC2012/TPI-2007(STD) ,gyp PRO PLT TYP. 20 Gauge HS,Wave FT/RT=2%(0%)/4(0) 15.01.E + _ 4. OR/-/1/1/-/R/- Scale =.25"/Ft. Truss Components of Oregon (503)357-2118 1'MMNIret•e"ran Aw MAI ALL Irons w 5315 a..= a ��. fit 825 N 4th Ave,Cornehw OR 97113 " fes" i°10H'"'"Ms°"who"'m ML hswclala 11S7lOMw INF MgsrAum. TC LL 25.0 PSF REF 127175- 96000 Trusses require eotreea rwre in r.brl.King.handling,shipping, installing and braising.Sorer to one fellow 19676' _ IN latest edition KSI (al ldIng Component ief.t>lnr.._ticn•by.T.1-„RCA) safety practices prier • r TC DL 10.0 PSF DATE 12/15/15 Co performing nesse Motions. (w.t..lere Kell provide temporary br=ing per SCSI. Unless noted othK.l.., �' cap chord shell hew properly.ttedwd structural sheathing end bottom chord shall hew.properly Kt..1wd / rigid calling. Le..tionyN i for perawn.Ct Iters, reetrelnt of Nebo sell he..bracing installed per SCSI 401, BC DL 10.0 PSF DRI CAUSR7175 15349171 A��n` claw n. ai or uni noted Mother Apply d fl.cea to won.ing race of roe standard position.o.neon above awl a l 1612015 i�iJ N tM Joint Details.. fl RIO, nptN nsOl.ire defer to drawings.t of tri truss ontl po placition as sheen Alpine. a division of ITA Suhhalng Components arch.Inc..hell not be responsible for any e..,1et..n fr..this OREGON BC LL -- 0.0 PSF CA-ENG BFR/GWH drawled, L led, any failure to build Lw truss in conformance with MS1/T►1 I. or for handl Ing, whipping. f AN IrW COM .NY .wbl 1.tlon b bracing of trusses. IAN It,so.See" TOT.LD, 45.0 PSF SEQN- 241286 t mot lbI 11lcsy solely fonp r a.d..�Ir=e. n.1.1 .l.drese11 by w 1`�we ff 1.drdr Of for any, .9 ftemlenel 1 mei the 0� Y N '� 535)Ramo Circle respensl.I Iby of nes 5l ulhg 50.Igber per Aw1ITPI h Sea.S. • " DUR.FAC. 1.15 UMISMONCANSILTS For more infer edea see ehl.,ob'.9--seal nota.page KM 01.0..eb,.tat: Resswid Date 11/30/2017 SPACING 24.0" JREF- 1VMG7175201 ALPINE:aw.alpinel0.eew:Tpi:.a,a.tplwt.erg:leICA:sw.sbelMhwtry.ee.: ICC:app.lersare.arg THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - H20) Top chord 2x6 DF-L SS (**) 1 plate(s) require special positioning. Refer to scaled plate Bot chord 2x4 DF-L 2400f-2.0E plot details for special positioning requirements. Webs 2x4 HF Std/Stud :W2 2x4 DF-L #2: :W4 2x4 DF-L Std/Stud: :1112 2x4 HF #2: 120 mph wind, 43.52 ft mean hgt, ASCE 7-10, CLOSED bldg. Located anywhere in roof, RISK CAT II, EXP 8, wind TC DL=6.0 psf, windlick10 ' (a) Continuous lateral restraint equally spaced on member. DL=6.0 psf. In lieu of structural panels use purlins to brace all flat TC s 24" OC. Wind loads and reactions based on MMFRS with additional C&C member design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Right end vertical exposed to wind pressure. Deflection meets L/180 criteria for flexible wall coverings. Deflection meets L/360 live and L/240 total load. Creep Increase factor for dead load is 1.50. Calculated vertical deflection is 0.74" due to live load and 0.84" due to dead load at X = 15-11-4. 8X8(15) ors 5X7(R) R 8X8- 8X8= 0.5 _ 3X12°= 1.5X4111 3X5 I 1 _ I- ) .1 �++� �� l ~�Q�I W12 a I 2-6-8 1-4-0 := I��w� >,._ *41-8-0 11 3X7 IN 8X8- W4 4X8(R) II 3X5- H0514= 3X108 6X8= 4-3-10-8-).-1 6-6-10 5-3-3 - 5-4-15 5-3-3 33 0 6-6-10 + 6-6-10 `I 15-11-4 3-4-0 13-1-4 32-4-8 Over 2 Supports sl R=1745 U=384 W=5.5" R=1441 U=222 W=4" RL=78/-25 Design Crit: IRC2012/TP1-2007(STD) PLT TYP. 20 Gauge HS,Wave FT/RT=2%(0%)/4(0) 15.01.E '+'•0 _ _ g t.9.._ OR/-/1/1/-/R/- Scale =.1875"/Ft. Truss Cannons of Ore (5031357-11IS ssBImMINCI.•NE8 Mn RUM volts co MIS 0/01/11M!825N4thAve,ComehosOR97113 trusses r.arl••thrORr .• MOM Mromer cora in IS "?IT,qOML� O.I 11nm and TEI 'ing.Refer� rollers �4INE4 TC LL 25.0 PSF REF R7175— 96001 eha 1.e..t edition or SCSI (Wilding Component Sef ty information, by ml arm ITCA) for safety peati•..prier '18t37s• TC DL 10.0 PSF DATE 12/15/15 to p•rreroiny those flvetlars. Installers shall provide temporary bracing per SCSI. Unless noted otherwise. • /r .p chard ehell hove properly attach/servteunl.Im.thIng end bottom sherd shall have•properly•tt•tlsd rigid.el l ohm. Locations.hoer for perrnw,t 1.4,41.1 rMtraine of who eh.11 n•..bracing install.per 00$1 -� BC DL 10.0 PSF D LP .Khans ea,e1 or no. as applltinl.. Apply plates to each rane of truss and position as.hew/moo ens on I r RW CAUSR7175 15349172 A I^ I E the bine WWI,unless noted otherwise. e1•1standee/rr to drlogs 1d -x for standee/plot.positions. ' \VI Alpine.•division or 17r building Catpwsr,c.group Int.,Noll not he r.epanablo fareny deviation from Cl... 1.16/2015 BC LL 0.0 PSF CA-ENG BFR/GWH drawing. rry feller*to build the cruse In conferments.1 ch ANSIrnI 1.or for nselihp, .sloping. OREGON _ AN ITWCOMII.NY instal lotion a brseing of tremae,. v TOT.LD. 45.0 PSF SEAN— 241289 A owl M hMl.dr..•. .r sear p.,.Maim Ws drarllnl�A IadlrW .. sspawhM N of prarsiwwrynar . l ellrr roopwwlbl I 00/.Nsly Mr Sera Moles Maw,. The wNs1.11 lq and des of Mh.lrwlrq for ono.tstsairOw.Is w A•mD,1 00 15351 Rata.CBCT! rs.psIN1/lag DO of aw Ihelm Awlpwr pMSIAPI 1 S.A. ROL 1 .0 DUR.FAC. 1 .15 satrAaASp,cevsua . more t...,wtiw the•Jab•.gwITCh et„p•d..,t the...ic .i�..: SPACING 24.0" JREF- 1VMG7175Z01 ALPINE: Iplwiv.aw: ril: .eplest.arg;eTCAI .sb.irMwtry.cw; ICC: .I..Nr..orp Ralglpr Date a'lOr1M117 THIS DOG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS IFR. (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - H21) Top chord 2x6 DF-L #2 (a•) 1 plate(s) require special positioning. Refer to scaled plate Bot chord 2x4 DF-L 2400f-2.0E plot details for special positioning requirements. Webs 2x4 HF Std/Stud :W2, W4 2x4 HF #2: 120 mph wind, 43.52 ft mean hgt, ASCE 7-10, CLOSED bldg, Located (a) Continuous lateral restraint equally spaced on member. anywhere in roof, RISK CAT II, EXP B, wind TC DLel6.0 psf, wind BC DL=6.0 psf. r . In lieu of structural panels use purlins to brace all flat TC • 24" OC. Wind loads and reactions based on BFRS with additional C&C member Bottom chord checked for 10.00 psf non-concurrent bottom chord live design. load applied per IRC-12 section 301.5. Right end vertical exposed to wind pressure. Deflection meets L/180 Deflection meets L/360 live and 1/240 total load. Creep increase factor criteria for flexible wall coverings. for dead load is 1.50. Calculated vertical deflection is 0.73" due to live load and 0.83" due to dead load at X = 13-4-9. 3X5E 3X5RE 8X8(*b) 3X10 0.5 _5X5 8X8= 8X8RE 0.5 _ 3X12 RE 1.5X4111 11 ,�� 1-4-0 ` \ 2-6-8 ,Cher a*11""---=_�-� - !- NMI 41-8-0 1 3X71M W2 8X8RE W4 3X10= 3X5Q H05�m 3X5RE 3X10m 6X8=- 1-<-3-10-8 1 4-4-15 4-6-11 4-6-11 4-4-15 3-4-0 5-6-10 5-6-10 4-4-15 4-6-11 4-6-11 4-4-15 3-4-0 5-6-10 5-6-10 Lr 17-11-4 _,I.,..3-4-0J__ 11-1-4 _I Ir 32-4-8 Over 2 Supports sl R=1745 0=384 W'5.5" R=1441 0.222 W=4" RL=78/-25 Design Crit: IRC2012/TPI-2007(STD) ,031741C4%.. PLT TYP. 20 Gauge HS,Wave FT/RT=2%(096)/4(0) 15.01.'/ 4 Tf1 `pd+, OR/-/1/1/-/R/- Scale =.1875"/Ft. Thus Compona�ls of Oregon 1503)357-1118 •'MwMUNOI••Neo W roues ALL NOM a MS SISIINCI 9675 F 825 N Mb Ave Cornelius OR 971 13 "' "Nr'• 11M MIS. , o nu.o nssolae IIeMw1r Mt I.arxam. C9 1 • I, : TC LL 25.0 PSF ' REF R7175- 96002 • Trees..rewire extreme In'.brimmed,handling. Miming, In.t.11 Ing rind breCIng.Refer to end fell.w the retest edition of SCSI (dulls/ma C.ep.n...t Safety Information. by fel..w Ru)for ref ty dressier.prier �t TC DL 10.0 PSF DATE 12/15/15 to portended thee./u.Ctl.n.. Ir.orl.rs.hell preylw temporary bracing per GSI. Unless noted otherwise. 1414,164 top Mer.ail hewne properly retooled structure,sheathing end bottom fiord shell her•properly.tier SC ��. rigid ceiling. Lat.teew Jowl for pen.tlnnt lateral restraint or rebs shell Pomo besting Installed per DM BC DL 10.0 PSF DRW CAUSR7175 15349174 A PON thole/!N.els. «applicable.ether. Ply tents to each fe1. sora end rd piece es Jou rites..'on 1 16/2015 she ions .all., riess noted cabothle. A y Neter to drooled*Ice-Z for.fnewl rresettle. tett esposhown. alpine,•division of In b.,lding Component.Group int.Mull.hot be r spanelble for any dMlateon from the. A OREGON BC LL 0.0 PSF CA-ENG BFR/GWH dr..$no.any failure to build the truss in aetoreence with.Ms1Tl 1.or far handl log.shipping. AN 1TWCOM .NY 1net.,lethen a bracing of trusses. 9 tya.�,111� TOT.LD. 45.0 PSF SEQN- 241293 A all w Vila Waffle.es ewer paw Maim this drain& Inflames.e__,.L._M any ritgllr.rlq �O� r �V rwpwwNllity solely fa.the*alga Pres/. The suitability who woo M Mia drwlry tar any otrmaame Is tw M 11351 Rate cede mennsibillIty.r the eel Wins bemires per ANSI/TPI 1 seta. DUR.FAC. 1.15 Saatlwgu,CA 95142/I Per men wo.it..ase: 191:wwinren.tion woe tele Job's donors/notes peg.sr.those web altos: Renewal o�64012O17 SPACING 24.0" JREF- 1VMG7175Z01 ALPINE: t.elpi .tplest.org:Rpt: a .sbeinduetry.t : ICC:wwlee . .er..org THIS DDG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS IFR. (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - H22) Top chord 2x6 DF-L SS (Ar) 1 plate(s) require special positioning. Refer to scaled plate Bot chord 2x4 DF-L 2400f-2.0E plot details for special positioning requirements. Webs 2x4 HF Std/Stud :W2, W4 2x4 HF #2: :W12 2x6 DF-L 2400f-2.0E: 120 mph wind, 43.52 ft mean hgt, ASCE 7-10, CLOSED bldg, Located t( i). anywhere in roof, RISK CAT II, EXP B, wind TC OL=6.0 psf, wind BC (a) Continuous lateral restraint equally spaced on member. DL=6.0 psf. In lieu of structural panels use purlins to brace all flat TC a 24" OC. Wind loads and reactions based on MWFRS with additional C6C membe design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Right end vertical exposed to wind pressure. Deflection meets L/180 criteria for flexible wall coverings. Deflection meets 1/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Calculated vertical deflection is 0.72" due to live load and 0.81" due to dead load at X = 14-10-9. 8X8RE -I- 8X8= 0.5 _ 3X51 8X8= 8X10 0.5 _ 3X51 3X10 __mimmo 1-_4.r_-0 - W= _ 2-6-8 \ _ , - .. W12 41-8-0 I_ 3X5("') II W2 8X8i W4 4X8 H0514.= 3X5m 3X5® H0710(R) MI 1<-3-10-8-30-1 4-10-15 5-0-11 I- 4-10-15 + 5-0-11 '-` 5-0-11 4-10-15 3-4-0 '�` 9-1-4 Le 19-11-4 _I_3-4-0 1 F32-4-8 Over 2 Supports R=1745 U=365 W=5.5" R=1441 U=222 W=4" RL=78/-25 Design Crit: IRC2012/TPI-2007(STD) g 'Mo PLT TYP. 20 Gauge HS,Wave FT/RT=2%(076)/4(0) 15.01.f� 'Mop.. OR/-/1/1/-/R/- Scale =.1875"/Ft. Truss Components of Oregon (503)357-2118 •'wssINet"Ise/oamraun.A.INormsam+San.eet dIN� p REF R7175- 96003 825 N 4th Ave,Cotnehus O 97 13 'IWMONT" MINN TNId N AWIM 70 NJ-DUITANCINAE IACI,1IPIAN TNI IOIRealq. 4. y TC LL 25.0 PSF the »t nextreme f KMI(building In K amideng. .shipping. �':p.MCImreRefer ted o e*follow . 19�a r , TC DL 10.0 PSF DATE 12/15/15 to perform.,thew remotion.. Installer.shell provide teeporery bracing per SCSI. Unless noted otherwise. 401. . ,411641/4 tap anon shell hew properly attached structural sheathing and bottom chord.hall brie.pn eperly attached rigid welling. Locations sheen for permanent lateral re.tr.le.of webs.hell Ise bracing Installed per sC51 /� BC DL 10.0 PSF DRI CAUSR7175 15349175 Al I_PO N twee sae aI or. w applicable. Apply pietas to wing tree-I t,,,.,o.d rd plate se,tad .haw Me en I.16!2015 the-Mint sdivisi fes..etal otherwise.Ce pe t.to trwl•hs lOomt for sponibl pfete position.. BC LL 0.0 PSF CA-ENG BFR/GMM Alpine. .division of In Ind thep fam.an eon group Inc.shall not b1.orf.g.lbfu for try d..,efl.n nam OW. OREGON AN RW COfdiI4NY Iramoi'e:nstal anyny rellure to bracing obui build trusses. tnme.n conformance.l.ANSI/TPI 1, orfor Mmdling, snipping, f. v .0 lft A mot AA R3A Rmm Circle ^'p""blWq Wowior ng r a..w.l�so,flowwn., Do ed1�b.N'l ity a raps or NiOmens�farr a I.tnordro ll:Ono ��Q 1• 4• N DUR.FAC. 1�15 PSF SEQN- 241296 +..p.el.11lOd we eft Am.l Idiom Nwlgn.r for M IIITPI 1 S.A. g. sgel pn,Id.CAREZR For ries Information res onle,e.••general wt..1.11.end thew inf."Ile" SPACING 24.0" JREF- 1VMG7175Z01ALPINE:ww ALPINE: .wlpldgelto.a.fon:caw:WI:nnw e.tplrst erg:SICA:wuw.wboln=ltry.ee,: leo:n.laofafe.erg tMwlgwglOgENQID0/301T THIS ONG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - H23) Top chord 2x6 HF SS (") 1 plate(s) require special positioning. Refer to scaled plate Bot chord 2x4 DF-L 2400f-2.OE plot details for special positioning requirements. Webs 2x4 HF Std/Stud :W2 2x4 DF-L 02: :w4 2x4 OF-1. Std/Stud: :W12 2x4 DF-L #1&Bet.: 120 mph wind, 43.52 ft mean hgt. ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP 8, wind IC DL.6.0 psf, wind BC (a) Continuous lateral restraint equally spaced on member. DL=6.0 psf. In lieu of structural panels use purlins to brace all flat TC 0 24" OC. wind loads and reactions based on 11NFRS with additional C&C member design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Right end vertical exposed to wind pressure. Deflection meets L/180 criteria for flexible wall coverings. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Calculated vertical deflection is 0.74" due to live load and 0.84" due to dead load at X = 16-4-9. 8X8= • 8X8(**)a 5X7(R) III 0.5 _ 4X5= 8X8 8X8= 0.5 — 3X511 M _ -71�i (a) 1 T 1-4-0 - 11' . , _�� M12 2-6-81I -L ■, 41-8-0 Y 3X711 2 8X81 w4 4X8(R) Il H0514 4X5= 3X5= 6X8a Lc-3-10-8->J 5-4-15 5-6-11 5-6-11 5-4-153�` 4-0 -T- 7-1-4 1_ 21-11-4 _I.3-4-0_1_ 7-1-4 _1 32-4-8 Over 2 Supports >1 R=1745 U=359 W=5.5" R=1441 0=222 w=4" RL=78/-25 Design Crit: IRC2012/TPI-2007(STD) P- g PLT TYP. 20 Gauge HS,Wave FT/RT=2%(0%)/4(0) 15.01./4.'• es., OR/-/1/1/-/R/- Scale =.1875"/Ft. Tris Com encs of Oregon 1503)357-_118 •MVININGI••Iwo mo FOLLOS ALL enrSS 011 TM 011111111111 ` 01NeO 825 N 4th Ave,Canehus OR 97113 Terra "+STN►' nh Tela cele To Ar-0111111\11010111111111.111/11111111E INSTALLERS.INSTALLERS.INSTALLERS. Ci �1 '40 TC LL 25.0 PSF REF R7175- 96004_ .toot Terra merino error car. In fan...tins, nomline. *rppr.g, Installing end bracing. Bleier to ere roll.. '19575 TC DL 10.0 PSF DATE 12/15/15 ene edition f Ss, CSI< .ldrng Component Safety I.,f tion.by 111.n.RCA) forf.ty prattle.s prix o p.rre.-Ing theme t Ina. 1rotellers Peril provide trperary prmIng M Per SCSI. l...mc.0 a hr..1m, �' cMee op chore.hell Iso.properly.heti...,trleteral .ne.thl,g end sotto.chord.hell nee..properly attached Y1 rigid eel lIrv. Lacation re...for permanent Iotrol restraint of mobs Wall hese bracing Installed per SCSI /i % BC DL 10.0 PSF DRIP CAUSR7175 15349176 O N theth.1.M. .1.r 011* PeIi.W,I.. Apply pl.tto t....h ream of fors and positionlate position*.rum.come one on AILIPw Jorr.t IMtal r., unless noted eche.-Imo Mr.r to ar�r..g.IedA-z for acW..ro plwp pen It lery. 1+1()/2015 Alpine. ..horses,of 1111 a ..a l'ding C .nont.growresponsibleI . Weil not.e responsible for shy d..i.tl.n from this OREGON BC LL -� 0.0 PSF CA-ENG BFR/GWH drool/v.drowg. any feller.to 0.11e the errs In.mrornece with ANSI/IPI 1.or for handling, .hipping. m AN ITW of>mmt Y Instal latish S bracing or traipse.. A...I en We dreeUS air.ewer pope I I.Hrg Pile drawing. 10.1.011.....tpt.nS..f pr.,...,enal.gin.ering 9 n.SN,t� G , TOT.LD. 45.0 PSF SEAN- 241299 rsspwwilol l ley.1.y der.e design sewn. The wlt.l l lty...1 w Ar mi.wow,for Wer.tens.1.ter. V ssslRovmgClde rw.peelSilley.0 w IWiI.hg Designer per MRI/11.1 111.9.9, 'TOL 1 N DUR.FAC. 1.15 SSptmemo,CA t5525 for m..inferential Pee this Job's..moron oxos pogo aro Les.sob.Ice,: MPIIE:ma...Iplmrt..tos: TPI:.w.tpl.at.org:MICA:w.w.+solod.l.try.aa.: ICC.woo.laot.r..nrg REldwel DEW inle12017 SPACING 24.0" JREF- 1 VMG7175Z01 THIS DOG PREPARED FROM COMPUTER INPUT (LOADS&DI YENS IONS) SUBMITTED BY TRUSS MFR. (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - H24) I Top chord 2x6 HF #2 :1-1 2x6 HF SS: 120 mph wind, 43.42 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT 11, EXP B, wind TC DL=6.0 psi, wind BC Webs 2x4 HF Std/Stud :W4, W6, W8 2x4 HF #2: DL.6.0 psi. Left cantilever Is exposed to wind Wind loads and reactions based on MFRS with additional C&C member design. IA ' (a) Continuous lateral restraint equally spaced on member. Right end vertical exposed to wind pressure. Deflection meets L/160 In lieu of structural panels use purlins to brace all flat TC t 24" OC. criteria for flexible wall coverings. Bottom chord checked for 10.00 psi non-concurrent bottom chord live load Deflection meets L/360 live and L/240 total load. Creep increase applied per IRC-12 section 301.5. factor for dead load is 1.50. 8X8@ 1 3X5 0.5 T1 8X8= 3X10= 6X10- 1.5X4 l Ilei (a) I 1-4-0 '�-- 1=-- W8 2-3-15 1. �6 --I 4_41-8-0 1 *11 1.5X4 II 8X8= 5X7PE 3X10= 5X5= L-3-10-8- 1.*2-6-0->.1 4X5= 6-11-7 r afc 7-2-15 2-7-12 ..t6-11-7 7-2-15 '1- 7-1-3 3-5-4 I-, 23-11-4 _I_ 3-5-4 - 27-4-8 Over 2 Supports )iI R=1676 U=421 W=5.5" R=1101 U=168 W=4" RL=66/-22 Design Crit: I RC2012/TP I-2007(STD) PLT TYP. Wave FT/RT=296(0'&)/4(0) 15.01./ 'S ' e` OR/-/1/1/-/R/- Scale =.25"/Ft. Truss Components of Oreon (503)357-1.118 "MMYINOI"KI)AM ITh.1A Au Hums IS THIS O INGI REF R7175— 96005 825 N 4�i Ave,Comel,us 0)t 97 13 "1WORTAMr•• wlllnslll TM,s MUMS TO"u•COIMMEMPS IMayeiw 771E IIwTAuals. .120 �Q 1 N$F, 11 TC LL 25.0 PSF Trusses.r.q„rre store.,ewe in rabrlueing,handling, shipping. installing end bracing. Refer to end fellaor tile tete.edition of DC31 (Building Component Safety Infer...leo, by Tel and e1G)f safety preterm pricer 99676 to p.rroreing tied.Miamian.. In.uller..1 i1 provide temporary broiling per Bost. unlet noted otherwise. 9 TC DL 1 0.0 PSF DATE 12/15/15 tap chord.0.11 be.e properly attached.trueturel sheathing and bottom chard Nall have b _ ed properly d per 401 BC DL 10.0 PSF DRIP CAUSR7175 15349177 `w, hyla ns In, . Locations a eanpi car e.r pply plateal unlet r webs*ell naw bracing Installed led ear dCe / .. A PON(" sections In,eT w nl s note applicable. Apple Arte.to..ng ret.of tri end ra were pe.boon.cow.,ha on Al Joint Bmvi ,.,1e„noted dingothfast... Defer to dr..lshe Minot for.tweara were positions. I-16/2015 BC LL 0.0 PSF CA-ENG 8FR/GWH Alping, .ydfellow et In Building trues In nt.crew Inc.ah.11 not a r..pfn.lbl.for why deviation era.this OREGON Crewing,any foils.to build the ens.in e.nferaw,he..len ANSI RPI 1.or for canal I„p,Mlppl,q, AN Irw COM .NY Diets'lotion.bracing of tri».... ^ TOT.LD 45.0 PSF SEQN- 241302 A gel Mir U,l•drawing er*beer rage fleeing this drawlhg, Inelesee aw.perw et p,Ngwlw,./ Inert q •eepanalbl l/ �� •!Br i� a solely+w no rlgh Owen. Ta.eht.br l try and ee of tide~MD lar any.c.:rear.le *351 Roves Cirtk •eepsslbI I Iq ef PM MI Idleg gaelgrw per Agswr►1 1 Mahe. O( , T •N OUR.FAC. 1.15 S.ctsn do.CA 52$ For more Information..a enle,.b.,.»rel aew Inge and abet SPACING NG 24.0" J ALPINE,her..elPin.lte.aaw;Tel:wee.tpinst.erg:gru: .e...barnda.try.see: ICC:...,Ita..ro.org Renewal Ws 4009 17 JREF— 1 VMG7 1 75Z01 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - H25) Top chord 2x6 HF #2 120 mph wind, 43.46 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL■6.0 psf, wind BC Webs 2x4 HF Std/Stud :W4 2x4 HF #2: DL=6.0 psf. Left cantilever is exposed to wind Wind loads and reactions based on IINIFRS with additional C&C member design. (a) Continuous lateral restraint equally spaced on member. Right end vertical exposed to wind pressure. Deflection meets L/1 In lieu of structural panels use purlins to brace all fiat TC a 24" OC. criteria for flexible wall coverings. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Deflection meets L/360 live and L/240 total load. Creep increase applied per IRC-12 section 301.5, factor for dead load is 1.50. 4X8(R) In 6X8RO 3X5AR 3X10 3X7(R) Ill 0.5 8X8ME 3X5 _ _ • ( rL — 1-4-0 _ ! _ 41-8-0 1.5X4111 X5_ 6X8= H0612m 3X5- 5X10 3X5IM L-3-10-8-- 2-6-0-1 2I- 2-7-12m rt 7-12 sir 5-7-11 5-11-3 5-11-3 5-9-7 -5- 2-7-12 T 5-7-11 5-11-3 5-11-3 5-9-7 -5- I— 25-11-4 ,I�-5-41 fc 27-4-8 Over 2 Supports s) R=1676 U=424 W=5.5" R=1101 U=168 W=4" RL=71/-23 Design Crit: IRC2012/TP1-2007(STD) PLT TYP. 20 Gauge HS,Wave FT/RT=2%(0%)/4(0) 15.01.1, A . F. OR/-/1/1/-/R/- Scale =.25"/Ft. Truss C bot Oregon (503 357- 118 •YAIINFNG1 e•NEM eu FOLLOW ALL foTMs ml nils°MwIRsl Q H� O4. TC LL 25.0 PSF 825 N Ave,ofs Olt 03)13 ..IwaRIARr" PUMENI l MIS MAM�INO To e.g.OONIIMC ONS IMOt11N=TIE INSTAuus. /J�L�y�1� I F� REF R7175- 96006 Trusses rpulre eptrMY ov. In febr.eating.handling.shipping. Ihat.11l..g end bracing. Refer to end fellow '�8 the latest edition of MAI (Sul ldiig Component Safety Inherit., by Tle and.TCA)for.ninny practise*prier . r TC DL 10.0 PSF DATE 12/15/15 to p.rr.rwing these functions. Installers shell provide te.psr.ry bracing per SCSI. Unle.s noted ott,er.l.p, , I properly elerd shell N .prerly attached etrootur.l sheathing end bottom Nord shall Mw a properly:evened A00 ,046111,, rigid ceiling. locations show,for f.r.w.nt lateral train of..b.M.11 nene bromine installed per SCSI �� ' BC DL 10.0 PSF DRMI CAUSR7175 15349176 ALPO N motions ai or ung, w meallother. Apply r places to each fee.or truss end late se alit, and en [� the joint Details. unless..con one foo me s.f.r co drawlee. ha,goo_:far standard plot.positions, 1-16/2015 BC LL 0.0 PSF CA-ENG BFR/GWH Alpine, .division of ISO SallOing footmen...Gee Iib. .hall not be responsible for•.,y awl.tltn from this OREGON Ind,any failure co bulla the truss in conformance with Alalrnl 1. or for handling. shipping, TOT.LD. 45.0 PSF SEQN- 241306 AN RW COMRAPIY annul lotion I brping of trues... .1/ .rel.n this•mo/ry or erne pgm limb..MI.fMlAfgg Indiaw hene .. ptee M M .p prp.lgl opelmorinp 4R y111. 20,1S 'I M .sl�.Mwelh Mikity gaiety fer . . o . The ltMMdressing rty Meg we of thee dring for eetrwN.thy . O i T •N DUR.FAC. 1.15 RTSI Ramo Cceb nllib of the MI I.I.y O.elgnisr Air A161/RI 1 swot. Sacramento, c"'s'Ix` ` job's h:. y• CC•h AtfINC:. Ti tp1nst. r : .. to. uievice..r..erg R.,.wopM.wsaminT SPACING 24.0" JREF- 1VMG7175Z01 THIS OIG PREPARED FROM COMPUTER INPUT (LOADS&0IIENS70HS) SUBMITTED BY TRUSS MFR. (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - H26) Top chord 2x6 DF-L SS :T2 2x4 OF-L 2400f-2.0E: 120 mph wind, 43.49 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L 2400f-2.OE anywhere in roof, RISK CAT I1, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud :W4, W6 2x4 HF #2: DLo6.0 psf. :W10 2x4 DF-L #2: Wind loads and reactions based on MNFRS with additional C&C member Left cantilever is exposed to wind design. (a) Continuous lateral restraint equally spaced on member. Right end vertical exposed to wind pressure. Deflection meets L/180 criteria for flexible wall coverings. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets 1/360 live and L/240 total load. Creep increase factor for dead load is 1.50. T2 0.5 _ 3X10," 1.5X4 B 3X56 3X10= 4X86 5X106 * MIC 1-4-0 . �t�_ ,,,_ W10 2-5-11 ,,j 41-8-0 iL 1.5X4 III3X5, 3X10= 4X86 5X7 5X76 Lc---3-10-8- 1.1e2-6-0J 1-12 .: 3-8-14pfw 6-6-6 sif 6-6-6 7_g_5 1"12 1 2 2-6-0 3-8-14 6-6-6 6-6-6 7-11-1 . F27-4-8 Over 2 Supports ,I R=1676 U=425 W=5.5" R=1101 U=169 W=4" RL=77/-27 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(096)/4(0) 15.01., . `' g i 4.&,,, OR/-/1/1/-/R/- Scale =.25"/Ft. Truss Compoanus of Oregon (5031357 :118 r e'<ARNINet••ai se RUM�LI NOTES t mos swim 1 tyj 1 M / 825 N 4 Ave,Cornelius O 97 13 a NRr• Pnwpg meg OWINA TO ALL a now MUNN&TIM INSTALLOw. �� 1� E�� Ow TC LL 25.0 PSF REF R7175- 96010 Trea.es require wetr.a ere In f.beit.ting,hedling,shipping. Moral ling and bratIng. Myer to and fellow i�"y the ieteet edition.f SCSI (Sliding C..pon.nt%rosy l"re,.etlon.by TIN Ya RICA)for eefety practices prier , UM/8' TC DL 10.0 PSF DATE 12/15/15 to performing Mem!Mations. Installers.NII provide temporary bracing per SCSI. Unless noted otherwise. I _ top chord Moll to..properly attached.triaterel sheathing and bottom chard shell haw.properly attached ,,0411604, rigid milling. Locatln..rear,for p., _at lateral restraint ef webs shell have bracing Installed per/CSI �- % BC DL 10.0 PSF DRW CAUSR7175 15349182 A��O N 1 E Abe imeJoin 07.nl or unless otedapplothe.. Ape. I r.rtwe co fats of fora,and rails.po Y,ian Yore eY an p A/ i... °°`ni sinof11 Wilding tome t.to drawohongs 1°0o-:e r sponse l phot.positions. 1 '16/2015 BC LL 0.0 PSF CA-ENG BFR/GWH Alpena..,Ilvl.lar of Ing WIthe t Comper ,on Mem Inc.Ia.Moll not Is responsible for any deviation room this drawing. My Mika.to build the trues In conformance with ANSI/TPI 1. or for healing. *hipping. A. OREGON AN RW COMRWY natal lotion a bredhg of trusses. A an!lin MIs°roll°of ewer pogo/losing MI.Wooing, be Pea e. wn. n_ Te s.epYMM. pr.noolon.l.ngl o..ing 9 n.a.,10 y TOT.LD. 45.0 PSF SEQN- 241319 • pYYlbl/ley lady for Arlan ghaae. o srlfabllty ane..of Nils droving for anygx y wr .u .1.Me 835I RovRIa Circlereq.sibI Mg of ga SWUM.Seig or par 1/0111111 1 ia..:. Rod T , DUR.FAC. 1.15 R.atmiao.CAYiRSR AlPiiw:sGilpin.ioee `TPI almtplost...eg1 RCA:wee.'.boi°industry`.Mt.:i m:site., SPACING Renewal DEN 0RW7 SPACING 24.0" ---- JREF- 1�/N(r7175Z01 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - H27) _ Top chord 2x6 DF-L SS :T2 2x4 OF-L 2400f-2.OE: 120 mph wind, 43.59 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L 2400f-2.0E anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud :W4, W6 2x4 HF #2: DL=6.0 psf.:W12 2x4 DF-L Std/Stud: (:;;;;;32)Wind loads and reactions based on MWFRS with additional CUmember Left cantilever is exposed to wind design. - (a) Continuous lateral restraint equally spaced on member. Right end vertical exposed to wind pressure. Deflection meets L/180 criteria for flexible wall coverings. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 6X6= 3X5= 4X12= 0.5 _, H0510a 72 5X5= 3X10 1.5X411 1-4-0 1 .��-4 W6 _ (a) _ W12 2-I 3 PI _4_41-8-0 1.5X4111 14 5X7- H050871 5X571 5X7@ 4X571 3X12= Lc-3-10-8-N..1.2-6-0.1 7n7 6-0 IK 3-8-14 6-6-6 N-1,. 6-6-6 5.14 fi-6-6 s.l� 6-2-14 1"72 tii -1 -6-0' 3-8-14 6-6-6 6-6-6 6-6-6 6-4-10 32-4-8 Over 2 Supports �I R=1891 U=455 W=5.5" R=1329 U=204 W=4" RL=88/-30 Design Crit: IRC2012/TPI-2007(STD) ,OO PROpt PLT TYP. 20 Gauge HS,Wave FT/RT=2%(0%)/4(0) 15.01.pj_ d Allrfl . ed, OR/-/1/1/-/R/ Scale =.1875"/Ft. Truss ComponenNso[Oregon (503P57-1118 "UAW Nil••tsng NO FOLLOW leA4 moms NTN al Tnlsolue111M1 O !�- "P % TC LL 25.0 PSF REF R7175- 96009 825 N 4th Ave,Corneums OR 97113 ••1 •• ^�t�TUN Minn to ru asnMMretas uwmlw THE Illnaants. Trus.«require entre.*end In fabrlwtens,handling..nipping. Installing end bracing. Ref to fellow . 79676- the leteet edition of ICS, (Building Component safety Inforlemtion. by TPI mold 1CA)for safety practices prior TC DL 10.0 PSF DATE 12/15/15 to performing thane frmotlone. lmt.l,.r*•1mo1I provide tabperary Wooing per BM. Unless.eted otherwise. ' top Chard shall lave proprly attached.v.mot,int ing...d bbtts d,o,d shall,e...prinprly.tt.olnd /� % BC DL 10.0 PSF DUI CAi15R7175 '15349187 7 gid mall lira I,ee.tl slime..for perse.pK lateral restraint sf webs shall nave brave ln0 InsGI lad par BCyI A g N vaotloin n.n er u910.nions p.1loWle. haply plates each face of foma.mor pseltlee po clew,obey.end en ) 16/2015 Al ine. DdiviIle, of 11 mate engeCogno Purer to Inn. ohong&1gnet far etwwerd plate positions. OREOION r BC LL 0.0 PSF CA—ENG BFR/GWH o Ir.p.a division to Igdl he t uss In con Gpq Ins. ,a..11 net b1 Cor for h n Cor any deviation from cols A drwn.°.any f.1l..oi build J..rola. aplrprlMKe.1M A�,ml 1, or for handling. Mlppluly. I q 20,i '♦ TOT.LD. 45.0 PSF SEQN— 241316 AN IrW CAMMNY unseal Iatlw b b..e,np of trues... A�� A seal%l :d, 1p*ase mama py.I lMing Mt..Mwl II,dideta.....pt.. .. pf.fi.l.mt.wgim.ring ".0a T •N reepw..lbll lq..Idly lgn M�VniM i y wY mora N Mf.d...ing 101 a.qr gtn..Y.r.1.rima R., DUR.FAC. 1.15 R351 Roans Circle f.apwrl►111 K di.MI lu /laugher Siccerniego.CA 951128 For leer.Infors.tlea wee this Job'.genera,mates page end theta web sae.. RIIIWI lO.N.Ww4MT ALPINE:wte.alplmltn.aew:tau: me.tplmt.arg:grue:w.r.ebeinat.y.eem.: ICC:ewe.:emata...re SPACING 24.0" JREF— 1VMG7175201 THIS DAG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS IIFR. (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - H28) Top chord 2x6 DF-L SS :T2 2x4 DF-L 2400f-2.0E: (0*) 1 plate(s) require special positioning. Refer to scaled plate Bot chord 2x4 DF-L 2400f-2.0E plot details for special positioning requirements. Webs 2x4 HF Std/Stud :W2 2x4 HF #1&Bet.: :W10 2x4 DF-L Std/Stud: 120 mph wind, 43.59 ft mean hgt, ASCE 7-10, CLOSED bldg, Located /1: }/j) anywhere in roof, RISK CAT II, EXP B, wind TC DL.6.0 psf, wind BC (a) Continuous lateral restraint equally spaced on member. DL=6.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on /MFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor Right end vertical exposed to wind pressure. Deflection meets L/180 for dead load is 1.50. criteria for flexible wall coverings. Calculated vertical deflection is 0.76" due to live load and 0.86" due to dead load at X • 12-9-5. 4X8(R) III 3X10 3X10TR 1.5X4 III 4X12>a 0.5 H0514= T2 I — a 1.1111116 s 41-8-0 3X5(**) N82 4X16= 4X8(R) BI HO514ar 3X10= 5X7= L-3-10-8-31-1 6-2-14 6-6-6 6-2-14 12 6-2-14 + 6-6-8 + 6-6-6 + 6-6-6 + 6-4-10 [c 32-4-8 Over 2 Supports >1 R=1745 U=384 W.5.5" R.1441 U=224 11=4" RL=88/-30 PLT TYP. 20 Gauge HS,Wave Design Crit: IRFT RT 296(076)/47(0) D) 15.01,E i PROFFS, OR/-/1/1/-/R/- Scale =.1875"/Ft. Truss Components ofOregar 503)357-;118 **WARNING!**EM No fO ta'ML NOTES a nos ole ISCI 41NN` O REF 87175- 96007 825 N 4fh Ave,Comehus OR 97113 **pen on*. FM IION ills NIIIrIpA To ALL callNMelela INRWINN TIE 1NOTMiS16. O F� -6* TC LL 25.0 PSF Trusses require eetrome are In rabrieKlrg.hendll . d.lpping, Ins..11ins ed...olrg.Neter to and fell.. 19575. TC DL 10.0 PSF DATE 12/15/15 the latest edition.or OW Wilding Co1gv=nt Selly Internet.... by TPI and INCA) ter.ef q pr.rtbr.•prier to performing these function.. Installers,hell preside temporary b,-acing per SCSI. Unless noted otherwln., SO,01111164 top decd shell hew*properly.tt.dtnd.truotufal rm.tbing end bottom engird*bell irw p properly.ttmehed rigid ceiling. te..tl.ns sheen ror p.rr.ent lateral restraint of webs dell hese bracing installed per scsl PAIllh ' BC DL 10.0 PSF DRW CAUSR7175 153/9179 ALPINE T. seeIonesae tT or Oto.. .ppllother. apply pieta to..a.rete of trues s rw rd plate es stew stove«d e I.16/2015 the Joint odielsi ....a...ngrCompo t.r.r Ina. ,,.o_:o r.t.,d.bl plot.ny.ltben.. BC LL 0.0 PSF CA-ENG BFR/GWH Alpine,.division of IlN Building Components Seep 1ne. dell net a r..p.n.lbl.for.,y....I.tl.n from this OREGON drawing, hoeto the t...In..nr.reence with ANSI/TPI ,..r for 1a dung. ,hipping. M.:o.+or° .4 TOT.LD. 45.0 PSF SEQN- 241310 AN RW COMp4P1Y ..i. .installation■Orating.r c.ses. A ew1 en%Me*wig or meter wt.IlttIng thh Irwin IMImMw sn.mp.re.er Onfuwwlwnml gl,ewllg �R nwp.,,.1b111q wl.ly per the design Orr, lie matelot l Irwin, era..e of du wwllg for any.awen.1.w T DUR.FAC. 1.15 8331 RaaiNC6ce elblllgb er w balding O..lgner per Mi.//PI I S.O.S. Q s S/arnaIlo,CA 95528 For more I"r.r..tlon no.this lob•.mon.r.I onto.wap ed a...5.h site•: ALPINE:emo.olpin.Ite.cem:Tp1: ..e.tpinet.•rt:OttA:..m..h.I,w.try.no.: Ice:e.m.lee«fe..rg RONIwNIOON AflGI�D77 SPACING 24.0" JREF- 1 VNG7 1 75201 (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - H280) THIS 0\G PREPARED FROM CONFUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED 9Y TRUSS IFR. Top chord 2x6 DF-L SS :72 2x4 DF-L 2400f-2.0E: 120 mph wind, 43.59 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 OF-L 2400f-2.0E anywhere in roof, RISK CAT II, EXP 8, wind TC DL-6.0 psf, wind BC Webs 2x4 HF Std/Stud DL=6.0 psf. Truss designed to support 0-0-0 top chord outiookers and 3,00 PSF Wind loads and reactions based on WNFRS with additional Ca1C ?)..b° cladding load one face, and 24.0" span on opposite face. Top chord must design. not be cut or notched. Right end vertical exposed to wind pressure. Deflection meets 80 See DWG GBLLETIN1014 for gable wind bracing requirements. criteria for flexible wall coverings. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Deflection meets L/360 live and L/240 total load. Creep Increase applied per IRC-12 section 301.5. factor for dead load is 1.50. Fasten rated sheathing to one face of this frame. • • 16-8-0 o.s _ 4X5s T2 2X411 T 2-8-3 1- 0 '�M�! �1�� . 1■, 41-8-0 Y /77l////%77A/////////////////////////77 )777,7727 3X711 3X5 Le.3-10-8-RJ 1°12 2-1-0Ie 30-1-12ad lc 32-4-8 Over Continuous Support >I R=98 PLF U=18 PLF W=32-4-8 RL=3/-1 PLF Note: Ail Plates Are 1.5X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) , O PROP PLT TYP. Wave FT/RT=296(076)/4(0) 15.01.04 -. F , OR/-/1/1/-/R/- Scale =.1875"/Ft. True Components of Orogen (503)357-2118 *mints Inn i*.MEAD NO FOLLOW Au Imes NI MIS gIll1111saCl C1��F�1` ' TC LL 25.0 PSF 825 N 4fh Ave,Cornelius OR 97113 "I ^ 1f1 TM's ww'�s°"u aulMel°"s'"nm"°TMc'"sr"uus• b REF R7175- 96008 Truca.w require extreme ear. In fabricating. fodling.Nipping. invite/ling and bracing. gory to end follow 19675 the latest edition of CSI (Wilding Component Safety Information.by TPI end RCA)for safety pr.atlase perm. . , TC DL 10.0 PSF DATE 12/15/15 ,411111‘,. to perfe el.g these functions. Installers shell provide temporary brew .. brawling per SCSI, Unless otherwise, tap chord Kell hole properly ettaehed etructlrel elwwtTl,g and bete..Uerd obeli hew a properly attached field wiling. Locatle.o Moen forppermanent l.tr.l rwtralat or..b.shell hese Drawing ln.ul led per SCSI 1I / BC DL 10.0 PSF DR91 CAUSR7175 15349160 sections Sy.S7 r SIS. w applicable. Apply plans to each fee.of trues ser paaitlen es slow,above ed an I.;IIj/20I5 O the nein oetallo,:eras n..fad etMlwlse. bier to drwing.1eoA-z rr.ts,d161 pia"pseltl.n.. BC LL 0.0 PSF CA-ENG BFR/GMIFI N L� Alpine. .diol.iN of In Wild lig e•el••e•e••te efen.p lace N.11 not a.i*.pwalbla rr e••Y d«l.tlan ffa.this OREGON crooner. my feller*to build tie trues In conformance with.ANSI/TPI t.or for handling,Nipping. AN rrwl'bpAIp.NY iwt.11otion.bracln,g Of trq..e.. 140 _a 29,111 TOT.LD. 45.0 PSF SEAN- 241313 A SDN.n MICS d sebgg r wear pp IOW?.tlhI.MwlTS Indl..b...swpe.rre.f p.N.rl.n.I.eplll..rleg l..pen.1511l wl.hy fab V.p dwlp.hwn. T1s rltMllitd�sell lace ef Ml. ng ler e.V W+otva h.qd16 a3S1 RataCiAle ra.pssIM11Q r the SIIINIrg gale,w pop AlgilA►1,gw.l. OC • DUR.FAC. 1.15 3ln'rnmio,CA 991211 der mre Infruetion sae Jab'•general note,perp and twee.web.1e..: Rwnwdogte See2Olw SPACING 24.0" JREF- 1VMG7175Z01 ALP/NE: 1plwite.ose:TPI: .tpin.t.rg:RCA:ww.aeelneustry.tw: ICC: ,leo.ar..wg THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS IFR. (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - H29) Top chord 2x6 DF-L SS :72 2x4 DF-L 2400f-2.0E: 120 mph wind, 43.58 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L 2400f-2.0E anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud :W2 2x4 HF #1&Bet.: DL-6.0 psf. 1 11 (a) Continuous lateral restraint equally spaced on member. Wind loads and reactions based on MNFRS with additional C&C member C'1 design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Right end vertical exposed to wind pressure. Deflection meets L/180 criteria for flexible wall coverings. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Calculated vertical deflection is 0.71" due to live load and 0.80" due to dead load at X = 12-9-5, 4X8(R) dl 8X10RO 3X10ma 3X1ORO 1.5X4111 4X12 0.5 — T2 a I + �• a) 1-4-0 IrMl��m a (a) 2-7-13 s 41-8-0 3X7 8 4X16 4X8(R) III H0514= 3X101 6X8m Lc-3-10-8-3J 1"12 6-2-14 6-6-6 6-6-6 6-6-6 5-5-14 1 tz 1' 2 6-2-14 3.1. 6-6-6 + 6-6-6 ` 6-6-6 'l` 5-7-10 E31-7-8 Over 2 Supports R=1711 U=379 W=5.5" R=1407 U=218 W=4" RL=87/-29 Design Crit: IRC2012/TPI-2007(STD) , O PROD PLT TYP. 20 Gauge HS,Wave FT/RTc.2%(O%)/4(0) 15.01.0 FS, OR/-/1/1/-/R/- Scale =.1875"/Ft. Truss Components of Oregon (503 57-1118 ”INAINIIIBI..READ Am rata All mows a&NIG mamas t��AFF • TC LL 25.0 PSF 1 I!O&TAllf•• ww(tll 1111**Nein•10 ALL CONTIA0105 MUM=11E INSTALLEAS. 825N4ihAve,ComellwUR9713 Trus..s rewire extreme etre Inrfbrlc.tl ng,'nippirg, installing mod Oracles.Refer toand follow O 1967E '� REF R7175- 96011 — ^g. Mdll the latest edition of SCSI (minding Competent Safety Inemr_mtion.by 7p1 end•TCA) far safety practices prier to performing those functions. I_illere shall provide temporary bracing per IIC01. Burmas rated otherwise. �. T DL 10.0 PSF DATE 12/15/15 tttotheel op erd.011 shell Locati.n.'s'r1f11ytat,M or p structural nttall sheathing/rscandeen bottom- a�l hese neve ing i properly ot per col '1� % BC DL 10.0 PSF DRW CAUSR7175 15349183 emotion.IN,07 or HO..a.ppi Icebla. Apply plates to each face of trues end position as.Aeon obese and on 1,16/2015 A P O N V the Allot PMul unless noted otherwise. Refer to drawings 1.0A-2 for standard plate cans. OREGON BC LL 0.0 PSF CA-ENG BFR/GWH Alpe.. a division of 1711&sliding Components Group/no.rs11 not W raepoesIble for any eeylatlon tram tela treeing.Rey roe lyre e.Wird t..truss in oenrerpnaht.with I11151/iPl 1. or for handling.shipping, 9 AI.>:Bm5/� v TOT.LD. 45.0 PSF SEAN- 241322 AN iTW COMPANY treeing.on.•bryre t of tru.m... A Rei an till.IrwIM w sonar pap IletIng ails Irwin.. IrrdlMw an prefe.eiwrl erglmrl M feppwslblll y solely nal'tr I&W mrepa NB TPI 110ty and Soo N 1.drawing 1.r any stryrWrm IC law l '( T. IUM Baal&Gale .w.pslNllb.f the&felled&.elgmi.f par AN&1/I►1,awe:. O+ DUR.FAC. 1.15 saoto.mq CASSR2S 'e.gens information dont ea this)rm•. ;1/TfA nous peso air"ono;•IC .m e. R&11&w&ID .Il3m2O17 SPACING 24.0" JREF- 1VIIIG7175ZO1 AVINC. ipinsit..ew: 7p1:.ee.tpinst.ery.RG:wee.seelndestry.aw: ICC. .ieemafe.erp THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 4 DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - 1129D) Top chord 2x6 DF-L SS :72 2x4 DF-L 2400f-2.0E: 120 mph wind, 43.58 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L 2400f-2.OE anywhere in roof, RISK CAT II, EXP B, wind IC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud 01=6.0 psf. Truss designed to support 1-0-0 top chord outlookers and cladding load Wind loads and reactions based on MWFRS with additional C&C r ,�S not to exceed 3.00 PSF one face and 24.0" span opposite face. Top chord design. must not be cut or notched. Right end vertical exposed to wind pressure. Deflection meets L 80. See DWG GBLLETIN1014 for gable wind bracing requirements. Bottom chord checked for 10.00 psf non-concurrent bottom chord li Deflection meets L/360 live and L/240 total load. Creep increase factor load applied per IRC-12 section 301.5. for dead load is 1.50. Fasten rated sheathing to one face of this frame. 16-8-0 2X4 ii 0.5 __ 4X5 T2 Bs --it-- d e I 1-4-0 N N 1111111 2-7-13 -L 41-8-0 �. ////1I/////////////nl///////////// ///f///////// ///////t7 r ////////////// Tl 3X7 M 3X5= L-3-10-8->J 1^11210-4 29-5-12 1,.12 2' 1+e 29-7-8 ',I- F31-7-8 Over 2 Supports >I R.110 PLF U=25 PLF W=19-3-11 R=99 PLF U=17 PLF W=12-3-13 RL=5/-1 PLF Note: All Plates Are 1.5X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) IgD PROj , PLT TYP. Wave FT/RT=216(0%)/4(0) 15.02.1, • .'+: 'S OR/-/1/1/-/R/- Scale =.1875"/Ft. Truss Components of Oregon (503357-.118 •INARNIM1:1••REM raw FAWN ALL 119113 B11 nom wawa' �� tld F� . TC LL 25.0 PSF 825 N 4111 Ave,Comehus O 97 13 "IrnTM TMls BIIImIi m ALL oo11T11Acraas nARLDi11•TIE IIw1A1L1BB. 1li67� REF R7175- 64711 Treee require extreme car. ,n fabricating.handling, .hipping, Installing and br..I g. Rorer to and follow the Smoot edition of SCSI (Building Component Safety Information.by 7pl and MTCA) for safety practice prior TC DL 10.0 PSF DATE 03/17/16 d performing the.functions. Istel ler.Mall prowl,.temporary...being per BCSI. Unless noted etf.rwie. _ top Chord Moll have properly attached etruvtmral sheathing and butts chord Mall hove a properly octet.. rigid ceiling. Locations.hd.n for permeant lateral restraint of webs shell neve bracing installed per IICSI /- BC DL 10.0 PSF DRW CAUSR7175 16077011 r fII�l1 nations 87. 87 or 810. a applicable. reply plates to leach rete.f true,and position.a shown above and on O I /20 6 ,41111 N 1 tl..blot Baalilex unix..robedoi„erelee. :hi:to d aebga,obit-:nor stan.d.rd plat.p..ition.. OREGON BC LL 0.0 PSF CA-ENG BFR/GWH _ Iu' lI 111„ ,tlp�.�. .a. he.,.,mar In Bpi lehg c..pe.anu er.,,p IrF. Mlel I,hoc h..r.ny.o,..,wl.ftr...r da...t.m 1111.+the. edicoo n con g, any failure to wild Ltiform...with NISI/TPI 1, or fhandling. AN ITWCOMMNY "»tallation•bred„ hexes. /..g of ex . or shipping. .f v4p �0 �qyb TOT.LD. 45.0 PSF SEAN- 250630 A...I-.this or ming.r der p.s.I Pith Alii NMI, . IndPYW e.pt.w•or wrar...l.ngl a gln..ring --. .. elbi l Id Mildly far the deign shown. Tr l[rl I lty and rue K this arming no-map aGvelgre le the OL B7±•�B.N1 DUR.FAC. 1.15 x751 Rena,.l'.1rcle rrpenslbr l hep M.tar Building Weimar per NOI/IPI 1 fee.B. (� _-- Sacramento,CA958211 Forme e information sthis job'sgwner.l notes page and V..web nsite - - SPACING 24.0” JREF- 1 VP17175Z15 NPIIIE: nap e....tm: TAI:.w._tp..at 9:EWA:.ww.ebt try.see: ICC:ww.mReal.. csafe.urg R.. Nsaswl THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - H30) Top chord 2x6 DF-L SS :T2 2x4 DF-L 2400f-2,0E: 120 mph wind, 43.58 ft mean hgt ASCE 7-10, CLOSED bldg. Located Bot chord 2x4 DF-L 2400f-2.0E anywhere in roof, RISK CAT II, EXP 8, wind TC DLe6.0 psf, wind BC Webs 2x4 HF Std/Stud :W4, W6 2x4 HF #2: DL=6.0 psf. Left cantilever is exposed to wind Wind loads and reactions based on MRS with additional CSC wembe design. [ (a) Continuous lateral restraint equally spaced on member. Right end vertical exposed to wind pressure. Deflection meets L/1 Bottom chord checked for 10.00 psf non-concurrent bottom chord live criteria for flexible wall coverings. load applied per IRC-12 section 301.5. Deflection meets L/360 live and 1/240 total load. Creep increase factor for dead load is 1.50. 5X7 a 5X5® 3X10a 1.5X4 M 3X5= 4X12af 0.5 — 140510m T2 woomooloym (a)-I- 1_4_0 r.----_ 2-2-7-13 _E. ---"liIlliqilIl 4_41-8-0 1 71- 41117 =z::: . 1.5X4 III 14 3X12- 5X7m H0508 5X5= 5X7- 4X5= Le-3-10-8-3.2-6-0J 1'1 6 0w 3-8-14 6-6-6 6-6-6 6-6-6 5-5-14 1 12 1 2Z-6-0 + 3-8-14 - 6-6-6 .1.g6-6-6 4. 6-6-6 + 5-7-10 F 31-7-8 Over 2 Supports sl R=1858 U=450 W=5.5" R=1295 U=199 W=4" RL=87/-29 Design Crit: I RC2012/TP I-2007(STD) sp PRpF te PLT TYP. 20 Gauge HS,Wave FT/RT=2X(0%)/4(0) 15.01.;�'tOR/-/1/1/-/R/- Scale =.1875"/Ft. Thus Componatts of Oregon (503)357-2118 "11411M11101.•REPO NO ta►o.NJ.IMES co nus a i.l 523 N 4d1 Ave,Cohus OR 97113 - "1wa►Amr' MINIM TMIs"I'l'ls to M.I.aslr�seless un+euw nls INSTALL156. (� • � a tF� y9 TC LL 25.0 PSF REF R7175- 96012 Tr.....require.strew care In f brluting,fondling. shipping.'installing and beaming.Rehr to end follow 19�g' the latest edition of SCSI (SUl Iding Component..reel Inl.ersotlun. by T►1 and.itA)for surety practice'prior ' TC DL 10.0 PSF DATE 12/15/15 to performing these functions. Installers sh.11 provide temporary.bracing per SCSI. Unless noted ether.)... �l 'gid ceiling. Lon...chord a.11 neve property o.for permanent l•tx•l�r.et"8.int Cott.chord nee bracing hen a�nnsetall d per�1 41 % BC DL 10.0 PSF DRW. CM S117175 15VM184 A L P O N I the Joinofts el or.510. . applicable. Apply flrtso each of teem.and,.positionglut.as above and.n I 16/201$ ... 11•wh1..,of11 otherwise. Refer to draeshe leno_z..r staspons.re.lora ny devi s. tl BC LL 0.0 PSF ,CA-ENG BFR/GWH re'v's'. a diri.lur.f It.Wild dee t ues In Camden..IMmo Inc.Isle..halt ret a responsible f>eny upping. n fro.tris OREGON ar.e)ng. .ny foliee to bclld tM.tnros In pmforowlt.wren ANSI/TPI 1. or for how'd'Ing, ahlppleg. �. AN 11W COMPANY Ia�I1aC1p..br..InO or tr,e..a. 1 4,trot 14° TOT.LD. 45.0 PSF SEQN- 241325 A moll M We•wing or Myer pew hell.Mlle er..l hulloes.eeegtwm et pt.rewlawl oglw..11g R _ r.11srle1N l lop solely for ts.emirs ohms. The wl5Yll lop w1 wee er tee Armen.for ep.trgetp,.Ie eM T 8331 Roma Circle . .lbilhop Sr is wtl.le.Weiner per Alsl/lPI 7..e,t. �� ' OUR.FAC 1.15 Ss.gmNw.CAs51as For more l.hreetlon 1..thea Jobe general net..page end these sob alter. Renewal Min MAw10+17 SPACING 24.0" JREF- 1VMG7175Z01 ALPINE:www.elpinelt..coe: TPI:ww.tple.t.erg;RCA.w.sbtlnaletry.eue: ICC:sow.le.s.fe.erg THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115081--TIMBER TECH FRAMING -BURNHAM-ASM/BLDG 1/ EAST -- TIGARD, OR - H31) Top chord 2x6 HF #2 :T1 2x6 HF SS: 120 mph wind, 43.54 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #1&Bet. :B2 2x4 HF #1&Bet.: anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud :W4 2x4 HF #2: DL.6.0 psf. 1111111111 Left cantilever is exposed to wind Wind loads and reactions based on IIIWFRS with additional CSC membe design. (a) Continuous lateral restraint equally spaced on member. Right end vertical exposed to wind pressure. Deflection meets L/18• In lieu of structural panels use purlins to brace all flat TC s 24" OC. criteria for flexible wall coverings. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Deflection meets 1/360 live and L/240 total load. Creep increase applied per IRC-12 section 301.5. factor for dead load is 1.50. 4X59 3X7 III 0.5 _ 3X109 6X109 3X59 8X8 T1 5X59 5X5= T _ a) 2-6-15 1-4-0 w !_I-- ■ i 2 -�41-8-0 Y 1.5X4 W 4X59 84 8X89 9 H0612= 4X5-- 3X10 -3-10-8 2-6-0-1 4X5(R) III 1-8-4 -7-1 1= 6-7-11 6-7-11 'Fr 6-11-3 6-11-36-11-3 `i- 6-11-3 I 6-9-7 6-9-7 I_ 29-11-4 _IJ J Fc 31-7-8 Over 2 Supports 7...1 R=1858 U=449 W=5.5" R=1295 U=198 W=4" RL=80/-26 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. 20 Gauge HS,Wave FT/RT=296(076)/4 0 15.01.' •+"r OR/-/1/1/-/R/- Scale = Truss Components of Organ (t503357-1118 -aMIIM,u pwa RAD Ills FOLLOW ALL Nem gN tris maim l 825 N 4111 Ave,Combas O)2 97113 ••I +�•• .Maw TIPS MYNIIIM TO ILL a NDIACTm IND-WINO 1IIc INFTALLEFD. 4G Fid • TC LL 25.0 PSF REF R7175- 96013 Tnrws rewire extreme ears In febrio ting.handling, eloping. Installing ale brwl,n, Refer to end fellow t.louse edition of IICSi (Dui Wing Component Safety Information. by TPI and wru)for...few practice.prier(o 'I 6' TC DL 10.0 PSF DATE 12/15/15 se performing thew fl.,at,•ne. hotelier.W11 premia*to perery bracing per KSI. Unleas noted otherwieS. P /I lop ober/WII 1....properly ett.e,*d*trotters,WoMing and become chord WWI 5.ve a properly attached (�{r��,Jrigid welling. l.eoetle s anent for permanent{.carol restrain of webs WW1,neve treeing Imetai iw per WS K' , BC DL 10.0 PSF DRN CAUSR7175 15349185 A 1^ll O N !feet loin$3,11 or SIC..a spill l sable. Apply plates to.-nM hoe of tress one r.plate as Own above one on the b1rR wivi io mof In 'wilding mew otherwise Compo Ref.to drawInt.shell l not r et.nderd war.positions. 1 16/2015 BC LL 0.0 PSF CA-ENG BFR/GWH roping.a division of Ibu NI le t ue. In con Groupan Int.h Ag note*ror for hen far any dwing,en free MY drooping..ray feller*to bulla tee true.In conformance with MSIrt►1 1, x far penal i.wg. shipping, ft. OREGON AN ITN COMPANY ,n.t.ilotion a'ween.'g of eras.... ./ TOT.LD. 45.0 PSF �.1� SEt/�rl��- 241328 A C b Meg dnmwty ar as P.N.I em. Meg elta , I*re ewe of sndw o Pr.erwig es amine is q. 17♦e I Yy 11p rwa se.usl llq the far a Amiga mean. TeeSI meltability lee.3 MV ewe of this drMing M Wry avuaea'r/b the "V g lT o DUR.FAC. 1.15 MM RovaimM a •e•p-e.nulq Of w Nolwl�Designer per nslml t t...a. L - seaMOMgo,aysus For mere,Meso:TPI w.this Jab'.tee :MA s..e el end �web mew.itao.re.arg SPACING 24.0" JREF- 1VMG7175Z01 ALPINE:....atp,melta.npme;T►n:ne..rp,ret.o.y:situs:wwe.reltilet RrllgnNlDdrllBOf3017 THIS DOG PREPARED FROM COMPUTER INPUT (LOADS A OI MENS IONS) SUN ITIED BY TRUSS MFR. (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - H32) Top chord 2x6 HF #2 120 mph wind, 43.53 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #1&Bet. anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud •114 2x4 HF #1&Bet.: 01=6.0 psf. :W6 2x4 HF #2: :W8 2x4 DF-L #1&Bet.: Wind loads and reactions based on MWFRS with additional C&C member ` 1.1)?'"4 Left cantilever is exposed to wind design. (a) Continuous lateral restraint equally spaced on member. Right end vertical exposed to wind pressure. Deflection meets L/180 criteria for flexible wall coverings. In lieu of structural panels use purlins to brace all flat TC a 24" OC. . Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. Creep increase factor load applied per IRC-12 section 301.5. for dead load is 1.50. Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. 5X12m 1.5X4 III 6X8(R) Il 3X5= 4X1235 0.5 _ (a) 8X8 3X10-� 0.5 _ (04 II I 1-4-0 L ��"." W6 W8 �_ 2-6-9I _r_ --- ems.: 41-8-0 1.5X4 III 4)5- 84 110619- 80514ME 4X8 5X5- 3X5(R) III L3-10-84.12-6-001 -7-1 8-3-7 8-6-15 8-5-3 -6-0 1-Z-4 -7-1 8-3-7 8-6-15 8-5-3 2-6-0 • _ i 2-6-01:4-i I� 27-11-4 z _�s lc 31-7-8 Over 2 Supports R=1858 U=446 W=5.5" R=1289 U=198 W=4" RL=78/-25 Design Crit: IRC2012/TPI-2007(STD) .EO PROP . PLT TYP. 20 Gauge )HS,Wave FT/RT=2'X(0%)/4(0) 15.01.'. d a40� OR/-/1/1/-/R/- Scale =.1875"/Ft. Tam 825 Components 4td Avera of us Oregon 237•-118 „Iswe�llrt',•relNOilig;1lll i°elnlw TO ALL ORES 11111Acr°Aaei"il'euIo°AAI MAIM IlerAu.e. f N Fop �.L TC LL 25.0 PSF REF R7175- 96014 Trusses r.q,i,e nntrw in fabricating,ladling.shipping, Installing and bracing. defer to end follow 'i+ IC DL 10.0 PSF DATE 12/15/15 the latest edition of bell (Building Cwpe....t lefety Information, by TP1 and AICA)Sr safety pr.atles prior �,. to p.rfermind thee.runetisa. leered lora Mall provide temporary binning per PCSI. Unless noted etherwlee, Mead.Nall haee pna..n .for.a st vt In Meatsly aid aortae Mead she 11 neve. Installed d per Ie /� % BC DL 10.0 PSF DRW CAUSR7175 15349186 rigid le ling. Lacetian Maw.for per .wl Patted restraint of webs ehell hese bracing installed per Pell ALPO(1 A se lona Pmt,bT or 010.as pp11W1e. Apply discs to each fee,of trues and position es shown N..old on 1.16/2015 ALPD fE tn.Joint Details,unless noted etherise. defer to dreninpa 10M-:roe stemmed pinto positions. OREGON BC LL 0.0 PSF CA-ENG BFR/GRH N Alpine, p division or Ill building Components Croup Inc.all not be responsible for err/dwletlen freer tnie le drawing. net feller.to build the bas In conformance with AASI/TPI 1.or for hanalig, shipping, �^ AN ITR COMPANY installation&•racing or trusses. .r�g e9R e.:a.ie 0 TOT.LD. 45.0 PSF SEQN- 241334 rr..pae debug is solo'y'bfor oho r I10CM tale Mwe. Ph.nulabllIto wed wee of n,i-Se hafimmleeel ,re In ter O g T . 8351 Rm.I.Cgde '+INlla of the bululi�wlgn.r par ANblrnl I lad,:. • DUR.FAC. 1.15 $PReeiIo,CA9N138 For more Infomsatlem sod this Job's general notes page end to.e web Cl,..: "'" 'Di1iw'0"10t7 SPACING 24.0" JREF- 1VNG7175Z01 : ALPIbE:wes.ala incl•aces; 1l1:wew.tplwc.ery:Irma: .ebe lnwwcryeaw; ICC: aw.loeesn.afg THIS CMG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS IFR. (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD. OR - H33) Top chord 2x6 HF #2 120 mph wind, 43.53 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #1&Bet. anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind 8C Webs 2x4 HF Std/Stud :14 2x4 HF #2: DL=6.0 psf. Left cantilever is exposed to wind Wind loads and reactions based on MWFRS with additional C&C member design. (a) Continuous lateral restraint equally spaced on member. T Right end vertical exposed to wind pressure. Deflection meets L/1 V In lieu of structural panels use purlins to brace all flat TC a 24" OC. criteria for flexible wall coverings. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Deflection meets L/360 live and L/240 total load. Creep increase applied per IRC-12 section 301.5. factor for dead load is 1.50. Truss designed for unbalanced snow load based on Pg.25,00 psf, Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. SXS6X8(8) III 0.5 _ H0312= 3X5.='- 5X5 5X10= 0.5 _1.5X4111 3X5= 8X8= ■ T + mmi II _ � � ..114111 ' 2-6-9 _ _4_41-8-0 1.5X4III 4X5u 4 8X8 4X8(R) NI SS0514a 5X5! 5X5Lc— = 3-10-8->L2-6-0.1 3X5= 4X5= -7-1 5-7-11 5-11-3 5-11-3 5-9-7 -6-0 3-2-4 -7-1 5-7-11 5-11-3 5-11-3 5-9-7 2-6-0 3-2-4 L 25-11-4 _I?-B-c 13-2-4_I 31-7-8 Over 2 Supports R=1880 U=442 W=5.5" R=1339 U=198 W=4" RL=78/-25 PLT TYP. 20 Gauge HS,18 Gauge HS, Design Crit: IRC2012/TPI-2007(STD) . PRii Wave FT/RT=296(076)/4(0) 15.01.y �fis,, OR/-/1/1/-/R/- Scale =.1875"/Ft. •.• MINIM•we MID 111 TO ALL OMIA TI TNIg IIIA I , 1IV 4o • TC LL 25.0 PSF REF R7175- 96015 Truss Components of Oregon 1503)357-2118 Q F O 825 N 401 Ave,Cornehos OR 97113 "IwarrAPr'• MINIM NU u"n"s�°y TILL ea^�"p°'s laawuw ni IIsrM lm. mer ln.str.�alt lawn a:.CArobel(WII"difabricating. g riw K Safebendty I' shipping, Metalling ff1 wq PPI A)rfor safety pr...to�t Prrier 19676 TC DL 10.0 PSF DATE 12/15/15 t-p.rrarwing these Mcth=. Into,lar,shell previae t..p.r.ry bracing per PC51. Unlets n-t.e e[Mwi aa. top cher+WI I now prepwry.tt thw atm...w.aly ane.attain chord shell rove.properly attaches rigid ceiling. I.catlaw.heti for p.r..e.nt l.t.r.l restraint of..A.shell Mn bracing...lea per UCsl /� % BC DL 10.0 PSF DRW CAUSR7175 15349187 Or _��liN shee lei•sae l er ni s *PO pests... Apply piste.m aeon rasa of t,1..and,d plate pe ftIon abede end an A ,alnt r.,,.,..t ales.th..l.. Mn.-..ar..ing.,.gA_:.ar standard pa.ltla.. 1.162015 BC LL 0.0 PSF CA-ENG BFR/GWH Alpin.,a aM...of IN susl.ing C Cone Croup Inn.*hell not be r..pen.lbla for any deviation free this OREGONN --- growing.*my feller,.to Culla the true•In confereenr.with A.hIRVI 1, .r for h..ering. .nlpp,ng, TOT.LD. 45.0 PSF SUM- 241339 AN ITW COMPANY Installation Itw bracing of truea. A goal on t,1s drring or ow.-pep Iloilo/tAl.*whop Ing/...ss osoost.....or pnfo..Iml ompI.wrlhg lAs Ø.so,Joe ,I ..p/.1.l l lty..holy for t•twin amen. 7M rh➢.b11 ity o...M of thin arwing tor o y.lrrtgra I.the • - 5151 Roam Circle then...lbllla.r t..gel aria.g.agr.r per Ar um I gnp.t. OL ' OUR.FAC. 1.15 Sacramento,CA 95575 For leer.information.e.tel.JP?.general mete.Pepe end on...e alt..: Metiew,lDatgw 7 SPACING 24.0" JREF- 1V11G7175201 MPIt[:w..•Iplrtlt..tw:711:ew.tplrot.erg:PICA:wee.ebolnawtry.oa: ICC:ew.leenl..org THIS DING PREPARED FROM COMPUTER INPUT (LOADS&DIMERS IONS) SOHNI TIED BY TRUSS IFR. (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - H34) Top chord 2x6 HF #2 :11 2x6 HF SS: 120 mph wind, 43.53 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #11&Bet. :B2 2x4 HF #1&Bet.: anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud :14, 16, w8 2x4 HF #2: DL=6.0 psf. Left cantilever is exposed to wind Wind loads and reactions based on MWFRS with additional C&C membe 1-tS(:9„,‘ design. (a) Continuous lateral restraint equally spaced on member. Right end vertical exposed to wind pressure. Deflection meets 1/1 In lieu of structural panels use purlins to brace all flat TC a 24" OC. criteria for flexible wall coverings. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Deflection meets L/360 live and L/240 total load. Creep increase applied per IRC-12 section 301.5. factor for dead load is 1.50. 8X8on 8X89E 4X5= 5X10 0.5 _ 3X5 HI 3X5= 0.5 — Ti 8X88 _ - T + -1111111111111,46111""" a �� (a) 2-6-9 1-_-0r" , . r i wa is +41-8-0 I 62 1.5X4111 4X5- w4 8X8 H0514E 4X5on 5X7on L-3-10-82-6-0J 4X5= -7-1 6-11-7 7-2-15 7-1-3 -6-0 5-2-4 -7-1 6-11-7 7-2-15 7-1-3 2-6-0 5-2-4 L. 23-11-4 2-e-0 _Leel _I_ 5-2-4 _I 31-7-8 Over 2 Supports xl R=1858 U=435 w=5.5" R=1295 U=198 w=4" RL=78/-25 Design Crit: IRC2012/TPI-2007(STD) ,ED PROfi PLT TYP. 20 Gauge HS,Wave FT/RT=2%(O%)/4(0) 15.01. Mir, �4�p OR/-/1/1/-/R/- Scale =.1875"/Ft. TnlssCom of Oregon (SO3 357-.',I18 .ewanwl••READ Ain MUM AU.NOTES as nos DRIrUeI !>•` � 'tl REF 57175- 96016 825 N 4�i Aye,Cornelius 01i 97�l3 ••IM�POR►RNr" MAIM MIS moms so Alicommsclons IRa'Rlln TME IIa*Al+es. TC LL 25.0 PSF Truss.s require sot,...care I..f.brlc.ting, h.dll mlpping, inst.11ing end bracing.Safer t sod tel 19876' the latest edition of SCSI (Building ca.=....nt Safety Information, by Trl one )ter eatery pre...prier. TC DL 10.0 PSF DATE 12/15/15 to p.rr.r...g these function, lintell.r.shell preside temporary bracing per SCSI. Unless noted Otherwise. Jn top chord Mal I have properly.tt.th.d.vww.l...ins and lett.m chard shell heye a l.raperly attached �i : BC DL 10.0 PSF DRW CAUSR7175 15349188 rigid dolling. I..e.tla.n sheen for per...t lateral restraint of wee shall fists brwei,g Instating per SCSI A ILU 11 N la the Jo in n. l or sm.w noted Awls perces to wing rat.of fortruss end posit'.sten.helm.n an 1.16/2015 ...Joint S, St ...Iwo new etl.e..e p Refer to drawings face Ter e.aepo plat.positions. Alps... •...len of Ill Sel lae.g Component.Creep Inn.sholl not I.re...w.bl.ter any deviation from thinOREGON BC LL 0.0 PSF CA-ENG BFR/GWH drawing. ley feller.to me Id the truss.n t.nro,o.n..with ANSI/TPI 1, or for handling, shipping. ...4 AN TNCOMINNY Iwt.11.tin a eroding.r tresses. •y ig,t9., TOT.LD. 45.0 PSF SEAN- 241342 • A meal.n MI6 inswing eel deer sego listing this ermine. Indies,"ee.epteee et prersseioni VAN •Pro remodeling l lty Wel,ter the design asst. Tin miltself cy mei w of dols Brume far ed sen..of.I.she T ID51RaTAecnCIS r-.en,ngtlty.pt,...a,dln.B..I...rper,NeI.1.I.5...:. ' • DUR.FAC. 1.15 StnComdo.CA 95&25 pe,were info/nation.w this fob's general notes pude end thew orb altep: 10inir10ri°' 011 SPACING 24.0" JREF- 1VMG7175Z01 ALM!:wew..l pe we a.owr Tel:ees.tplwc.org:NTCA:we.�.i.a..vr.te.n: ICC:eee.ewsere.arp TNIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENS I ONS) SUBMITTED BY TRUSS MFR. (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - H35) Top chord 2x6 HF SS (") 1 plate(s) require special positioning. Refer to scaled plate Bot chord 2x4 DF-L 2400f-2.13E :B2 2x4 HF SS: plot details for special positioning requirements. Webs 2x4 HF Std/Stud :112 2x4 DF-L #2: :W4 2x4 DF-L Std/Stud: :W12 2x4 DF-L #1&Bet.: 120 mph wind, 43.53 ft mean hgt, ASCE 7-10, CLOSED bldg, Located 0 anywhere in roof, RISK CAT II, EXP 8, wind TC DL=6.0 psf, wind BC (a) Continuous lateral restraint equally spaced on member. DL=6.0 psf. In lieu of structural panels use purlins to brace all flat TC d 24" OC. Wind loads and reactions based on MFRS with additional CAC membe design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Right end vertical exposed to wind pressure. Deflection meets 1/180 criteria for flexible wall coverings. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Calculated vertical deflection is 0.73" due to live load and 0.82" due to dead load at X = 16-4-9. 8X8 8X8(p')3m 4X8(R) IN 0.5 _ 4X5 6X10= 8X8 E°'S — 3X5 NI -��` LI '—�� a�� .:" (a) - 2-6-9 1-4-0 ■....r■ +�Iw�._ _w�. �_� 1 g�wrgMwi�gm w__�oigi� B2 41-8-0 I 1 3X7 NI 8X8 4X8(R) NI H0514211 4X5rm 3X5- 6X8* L4-3-10-8- W2 5-4-15 I� 5-6-11 5-6-11 I` 5-4-15 i 2-6 0'-6-OI` 7-2-4 oi I_ 21-11-4 2-6-0 .._L _L— 7-2-4 ....J Ft 31-7-8 Over 2 Supports R=1711 U=357 W-5.5" R=1407 8.217 W=4" RL.78/-25 Design Crit: 1RC2012/TPI-2007(STD) PLT TYP, 20 Gauge HS,Wave FT/RT=2%(0%)/4(0) 15.01.,.':�t 4 FS+„ OR/-/1/1/-/R/- Scale =.1875"/Ft. Truss Components of Oregon (503)357.118 •.16W11/611.•AEJo ma numAIL MIES a THIS mm 1N �D 825 N 4th Ave,Gemella*OR 97t 13 •"I 1 r• MwIAN ININ°"N I TO AIL COST/NC ONS INlawuS ma IHSTALLNIS. 0 ee n 0 slid eLN,, O,y TC LL 25.0 PSF REF R7175- 96017 Trusses netsuke entrees core In sr,tating,fruiting. aboppirg. In.t.tl leg and bracing.Ilei r to we follow 19676- the Moulin. TC DL 10.0 PSF DATE 12/15/15 ursine edition or SCSI Moulin.Cn.panru i.f ty Morasli s n. by Tel.he w ,,r,nCA> ,ser ty grade..prix , t.performing is,...ruction.. lebcel lore shell preview temporary bracing per SCSI. Unties noted otherwise. , AO.1 top sherd shell Irw prip.rty attached*trunturel.hashing and bene.mend Well have•properly attached S W w rigid wiling. lae.elam Yew,Tor p.rsen.nt let.rel rwtr.lnt of mob.shell hew lowing Metal led per SCSI /- "..� BC DL 10.0 PSF DRW CAUSR7175 15349189 (7 Sinden*N.S7•r 510.w applicable. Apply pies.s to wee fes.of twee are position ea show,Worn end on Al P,1^ I f.Al Joint Mt.110. wins,et«eVerni..• arx to drwtps lAW-i rx stwNard gist.pw'tiYe. I a 16/2015 BC LL 0.0 PSF CA-ENG BFR/GWH U I \VI Alpine,a division er hit Sni ldl twgwiwrts Gro. Irmo.*heli nee s.r..penalbi.Por any a.vl hien sow this OREGON drawhV any failure to Wild the truss in tsnferw.soe loth ANSI/TPI 1,or for'walling. shipping. AN ITW COMMANY iwt.,lotion a bracing of C . rew. r A peal an this dmow drawing or saimp IIstllg this drools& Indust.* Nwl Nsa.pterw.of pr .esisi anginerlrg IA& 6.20.9g# •f TOT.LD. 45.0 PSF SEQN- 241 345 rsapanelbIlitp solely Mth Per e design Wo . no wIMUYll isy and.....r swMswV op lng tar any.truetwo le on -� 5351 Ramo Cede rtap.nslNl Ito of tone.eliding geaigwsr per NOI/IPI I Sa..t. O T .� OUR.FAC. 1.15 Sacramento,CA 95A2A For sere Inrere.tion son til.Jab's gone..notes ow end thew e *Ices wwww : ALPINE, a..lpiite.a :TPI: w .tpinet.erg:grew: .ebcineustry.too. ICC: Neemwm100,61=2017 SPACING 24.0" JREF- 1VMG7175Z01 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - H35D) Top chord 2x6 HF #2 139 mph wind, 43.53 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT ll, EXP C, wind TC DL=6.0 psf, wind Webs 2x4 HF Std/Stud DL=6.0 psf. Truss designed to support 1-0-0 top chord outlookers and cladding load Wind loads and reactions based on MWFRS with additional C&C r not to exceed 3.00 PSF one face and 24.0" span opposite face. Top chord design. must not be'cut or notched. Right end vertical exposed to wind pressure. Deflection meets L 180. See DWG GBLLETIN1014 for gable wind bracing requirements. In lieu of structural panels use purlins to brace all flat TC 0 24 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load OC. applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. • 3X7(R) tll ° a 8X8= 5X5= 3X5.---- 0.5 _ • 1-4-0 -1- r-----;�_�I�M�►!�M e , : H 2-6-9 ////////////////////////////////////////// X77/////////////1 41-8-0 3X7 III 3X5= 4X8(R) UI Lc-3-10-84J 3X5= t _J 31-7-8 7-14- 29-11-11 'ijj L- 23-3-8 2-6-0 �1- _lam 5-10-0 ,I 1c 31-7-8 Over Continuous Support >1 R=106 PLF U=73 PLF W=31-7-8 RL=5/-1 PLF Note: All Plates Are 1.5X4 Except As Shown. Design Crit: 1RC2012/TPI-2007(STD) .E0 PROF. PLT TYP. Wave (( )) FT/RT=2%(0%)/4(0) 15.02.#'. In `4> OR/-/1/1/-/R/- Scale =.1875"/Ft. Truss 5 Components 81 of C(x0aehus Oregon f503)357.1118 ••iNwIN61••Aum mm Folia Au NOTES ON IRIS DIMINGI 0 !Z 1 � O REF 87175- 64712 •ensu un.• FORUM MIS DIMING To ALL CONIIACTpO INCLUDING TIE INSTALLERS. ', TC LL 25.0 PSF Tru....require extreme ear.In febrlcet,g, handling. shipping. In.c.11ihg end bracing.Rarer to and follow Si TC DL 1 0.0 PSF DATE 03/17/16 the latest edition el ltlon elf Scsl (Building Coupont Safety Information. by TPI and DTCA) ror safety prelatic*.prior to parrorsing these functions. lawul ler..1011 provnw cwpor•ry brewing per SCSI. Poles.rat.otherwise. top clad shall hays properly attached ttruetur.l sheathing and botcaw chord shall IMM a properly et... -air Air- ,4411664 rigid..:ling. Locations shoal Mer peewit 1 1 Int of webs stall clave bracing Install.per PCS/ BC DL 10.0 PSF DRW CAUSR7175 16077012 ,4 P D N tion. 57 or 010. as applloabl.. Apply pl.t.s co face or truss�poition as don above and. 0 •/20 6 — ---- the loiat Detail..unions noted otheral... Rarer to drawings 160A-2!or standard plot.positions. y1 Alpine. •division of 11N BolleinG Ceop.nants Gaup Inc. .hall no cuss...lila for any deviation from this OREGON BC LL 0.0 PSF CA-ENG BFR/G>kFl drawing, any/'allure to build the truss ,n conforms arch ANSI/TPI 1. or for handling. shopping. - —" AN ITW COMPANY nmta,latlor..preen,,,of trusses. mg/ "an.zo,Va9` �• TOT.LD. 45.0 PSF SEQN- 250627 • A seal on Ila drwlnp.r Nor papa Il.tlrg thio Irwin,. Inaldataa ta5 510 .H prefWlanel O gIANr lhg .s.pee1b111tp aw1.ly M a awlgn own. T11.wlttlll Itp and We of NIa*' 1rg for any Nea.0ra is the --- T --- ----J 8351 Rogan Circle •oT•A ISI IItY or nu r11ra1nG DN lyre per ANSI/TPI 1 G.D.G. t DUR.FAC. 1.15 -"-- Saasllato,CA958Z8 Far apee lnrorwaw tlon sthis 3.a..ganer.i rot«papa and those deb nice.: ALPINE:. .alp,naht..t :TPI:aee.tpMt..rg:,auwat : o.addi duiy.caw; ICC:eme.looseld ra. g Renews SPACING 24.0" JREF- 1VP1717$Z15 NNn THIS DIG PREPARED FROM COMPUTER INPUT (LOADS L DINERS IONS) SUBMITTED BY TRUSS IFR. (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - H36) Top chord 2x6 DF-L #2 120 mph wind, 43.53 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L 2400f-2.0E anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud :82 2x4 HF #1&Bet.: DL=6.0 psf. (a) Continuous lateral restraint equally spaced on member. Wind loads and reactions based on MFRS with additional C&C membe ),`/ design. 111//LL�� In lieu of structural panels use purlins to brace all flat IC • 24" DC. Right end vertical exposed to wind pressure. Deflection meets L/18 Bottom chord checked for 10.00 psf non-concurrent bottom chord live criteria for flexible wall coverings. load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase Calculated vertical deflection is 0.73" due to live load and 0.83" due factor for dead load is 1.50. to dead load at X = 13-2-5. 6X10(R) IR (a) 4X16 0.5 — 10129 3X5 8X89 o.s _3X109 1 .5X4111 qT 1-4-0 h �� +�.. --mail, •� (a) 2-6-9 r. PI +41-8-0 I 3X711 H0619fr- H0612= 4X5- 3X5Em 3X10= 5X7-- 82 LK-3-10-8-4J 6-8-15 6-7-3 6-7-3 yl! 6-8-15 6-7-31 2-6-0 4-7-2 'I� 4-7-2 Lr 19-11-4 2-6-0 3_ 9-2-4 k 31-7-8 Over 2 Supports 1 R=1711 U=359 W.5.5" R=1407 U=217 W=4" RL=78/-25 Design Crit: IRC2012/TPI-2007(STD) p PROF-k.. p PLT TYP. 20 Gauge HS,Wave FT/RT=2X(0%)/4(0) 15.01. > �Fss OR/-/1/1/-/R/ Scale =.1875"/Ft. Toss Components of Oregon 1503)357-;113 eewIMINDIee REM 1.o FOLLOW ALL NOTES gN,NUS MITIeal 81{11 825 N Mh Ave Cornelius OR 97113 'e I '�" MAIM MIS OWING m ALL mNmNnea HELLOING nit usrnusan. !t lt`� 0 TC LL 25.0 PSF REF R7175- 96018 True.-require eit,..e care In rearle.tl,q. heeling. snipping. Installing and erasing.Refer Sc end follow 19676 the latest edition of SCSI Mem,Ceepen..t Safety Inf.stlw, by 1.1 are RU)for..•sty proctlse.prier, TC DL 10.0 PSF DATE 12/15/15 to performing these flnttion, Installer.Nell provide temporary bracing per SCSI. Unless noted otherwise. ' ,011664, top chord obeli haw properly attached Strd.nrei ml g w and bottom chord shell he .properly attached gid rolling. locations Newn for permanent lateral Int of ogee shell hese bracing installed per CSI 611. _ . BC DL 10.0 PSF DU CAUSR7175 153/9190 mart Sew.05.97 or 010. —nppll..blp. Apply plata to.es.fade or CH.e end position as cogen Moe end an A Pp N[a the Joint WWI, unleSordressings06 ,noted otherwise. Sorer to dressings 10 _Z for etanderd plot.positions. I '161201 s Alpino ,. ..Olrlsi .of ITT pgComponentslldlng Components droop Inc.shale .' g I . ll,rt be responsible for edeviation from thio OREGON BC LL 0.0 PSF CA-ENG BFR/GWH shoeing.any failure Co build the trues In cowforme.oe with ANS//11.1 1. or for heeling. snipping, It AN ITW COMTYWV into lotion.creme or trusses. d� OS.Yot 49x1. .� TOT.LD. 45.0 PSF SEQN- 241350 A mal en MIp drwlry or wow pyo 11Nic.MI.Orman,. IMloot..wee 0__of p 5l.wl..l.lglrwrllq R _ ,-pes.11n Iq e.lay for Ma selp Maw.. TIm eeltobl a.e—or 10 drawing ar My**mestere e I.the Q1., 'T .N DUR.FAC. 1.15 8331 Rocti.CUcie romp.wlal Sty of tl.Owl Salon g..lpor our AM1/TPI 1 Ta.T. Stv=ImTo,CA 95818 ler were Information see this Jeb',general nota.pyo ase tar..woe eltw: AINE:....aipl".iter.oa;'MI:-w.tpinet.org:Ta .r lta:m .000lOt,y.oaICC.—. : .lo.,.re.org � +7 SPACING 24.0" JREF- 1VMG7175Z01 1► THIS DIG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS WR. (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - H37) Top chord 2x6 HF SS (**) 1 plate(s) require special positioning. Refer to scaled plate Rot chord 2x4 DF-L 2400f-2.0E :B2 2x4 DF-L #1&Bet.: plot details for special positioning requirements. Webs 2x4 HF Std/Stud :12 2x4 DF-L #2: 120 mph wind, 43.53 ft mean hgt, ASCE 7-10, CLOSED bldg, Located �� (a) Continuous lateral restraint equally spaced on member. anywhere in roof, RISK CAT II, EXP B. wind IC DL=6.0 psf, wind BC DL=6.0 psf. In lieu of structural panels use purlins to brace all flat TC a 24" OC. Wind loads and reactions based on MWFRS with additional C&C member Bottom chord checked for 10.00 psf non-concurrent bottom chord live design. load applied per IRC-12 section 301.5. Right end vertical exposed to wind pressure. Deflection meets L/180 Deflection meets 1/360 live and L/240 total load. Creep increase factor criteria for flexible wall coverings. for dead load is 1.50. Calculated vertical deflection is 0.71" due to live load and 0.81" due to dead load at X = 11-10-5. 8X8= 0.5 _ 4X8(R) M 8X8 8X8= 8X8sm o.s _ 3X12RE 1.5X4111 ��..��N 1-�0 -:1 -�~ .�_ �_ (a) .. 2-6-9 IIII Mill 8241-8-0 i 3X5(**) bl 8X10- 5X7(R) II H0514RE 3X10= 6X8r L-3-10-8- 12 3X5= F. 5-11-3 I I< 6-0-15 -14 5-11-3 PJ 2-6-0a)a 5-7-2 y e s 5-7-2 1►I 5-11-3 6-0-15 5-11-3 2-6-0 5-7-2 5-7-2 L 17-11-4 -.1,2-g-o I_ 11-2-4 I F 31-7-8 Over 2 Supports - R=1711 U=379 M=5.5" R=1407 U=217 M=4" RL=78/-25 Design Crit: IRC2012/TPI-2007(STD) . P- • PLT TYP. 20 Gauge HS,Wave FT/RT=296(0%)/4(0) 15.01.J .'. RF�� OR/-/1/1/-/R/- Scale =.1875"/Ft. Truss Components of Oregon 1503)357-111B ••IAIIIINBI••HEN)POO FOU. Ni MONS a THIS NUMMI d 1N F 825 Nm4 h Ave,Cornelius OR 97113 "1�T1N*" MOM TM°A IUS 1O ALL°a""lesale IMAMS IIEfM.m• li ll`� Ow TC LL 25.0 PSF REF R7175- 96019 Tnuao.require extreme are In febrlstlng.handling.snipping. IMtw111nd end bracing.Rohr to nm farts UMW. !y U,. e. TC DL 10.0 PSF DATE 12/15/15 -- latest edition of SCSI (110110195 epe,.00 Safety InfoInformation. nalMpriorsstl .by TPI arta)for eaty erclone prior to performing Mea.functions. Installers Mall premien temp,rery bracing per SCSI. Unless net*otherwise. �, 'ate chord 1 dell Fero properly .,.r pd structure.141HM•'t^i,d hat[e.Hero WW1 Far.•properly...MOM / BC DL 10.0 PSF DR111 CAUSR7175 15349191 hyla milling. LeeII.. sew•for permanent letrel IM of seen Shell have bracing...stetted per sal / A H N es.tloin Ser.01 r etas ac oted other. eply Pero to wenn rem-C for sunder.resit,te 50 tens rhea ea ' O ins hint anvils,not n.IT gelI npfo tso to r tp eirolshe 1sno-:fe r l plot.positions. i•el I 16/2015 OREGON BC LL 0.0 PSF CA-ENG BFR/GWH Alpine. w dlalels o1 ITS 0.1101ng Ce.oe.e9te Group Inc.Insdell not be responsible Ir•"Y ewnKnon res MIs OREGON drown.. on,fel lure co build Me Grass in conformance With NISI/TPI 1. or for Inonaing. M1991ng. 1•o ----- AN ITW COMRSINY Intel l.tl.n.s-..l,g of trust... nyy `f TOT.LD. 45.0 PSF SEQN- 241353 A owl w MI.**Ono or moor pogo Valli,.MIo drwlrlgg uVl.pr.....pt=eo or prop rlwwl rnglnwring l6 N.an,1� e,-. r..pwl►I/-q whwly TOP lbw design Shan. Tor 0ulMlllso mil w or chi*n"s.1,o for.ay egruwUnrw P.the Ir V 5351RIATMtCalk rewash.l1l.y or Ohm 1.1 Mop*.apn.r per AS*M/1►1 1 I...2, O� , OUR.FAC. 1 .15 Sw..nat,CA 95825 ALPINE:woo..PpbsIa"rill I,w".ipboot..r dotterel:".:e...°pogo s lab",�'imaa.I..r5 Rh.i.IlaMDwwewaor SPACING 24.0" JREF- 1VMG7175Z01 THIS UN PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS IFR. (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD. OR - H38) Top chord 2x6 HF SS (•*) 1 plate(s) require special positioning. Refer to scaled plate Bot chord 2x4 DF-L 2400f-2.0E plot details for special positioning requirements. Webs 2x4 HF Std/Stud :W2,,W12 2x4 HF #2: :W4 2x4 DF-L Std/Stud: 120 mph wind, 43.53 ft mean hgt, ASCE 7-10, CLOSED bldg, Located J anywhere in roof, RISK CAT II, EXP B. wind TC DL=6.0 psf, wind BC .X,3 (a) Continuous lateral restraint equally spaced on member. DL=6.0 psf. yam(` In lieu of structural panels use purlins to brace all flat TC 0 24" OC. Wind loads and reactions based on MWFRS with additional C&C membe design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Right end vertical exposed to wind pressure. Deflection meets L/180 criteria for flexible wall coverings. Deflection meets 1/360 live and L/240 total load. Creep increase factor for dead load is 1,50. Calculated vertical deflection is 0.74" due to live load and 0.84" due to dead load at X = 15-11-4. 8X8—= 5X7(R) 8 8X8= o.5 — 3X12 3X5 NI 0.5 __ 3X5« 8X8= --I- Ili{ (a) 2-6 9 1-4-0 ..E.. _441-8-0 I 3X5(**) R W2 8X8. W4 4X8(R) II H0514= 3X10= 6X8ffi LG-3-10-8- -i 3X5= 5-3-3 5-4-15 5-3-3 -6-0 6-7-2 6-7-2 5-3-3 5-4-15 5-3-3 2-6-0 6-7-2 6-7-2 15-11-4 2-e-0 13-2-4 I'C 31-7-8 Over 2 Supports R=1711 U=379 W=5.5" R=1407 U=217 W=4" RL=78/-25 Design Crit: IRC2012/TPI-2007(STD) ,EO PROgt.�1� PLT TYP. 20 Gauge HS,Wave FT/RT=2%(0%)/4(0) 15.01.02._ • ' 'f _ S1 OR/-/1/1/-/R/- Scale =.1875"/Ft. Truss Components of Oregon (503)357-1.118 ••WNINIiI••MEAD As PRA ALL NOTES oi noasslsl ti /P • 825 N 4th Ave,Cornelius OR 97113 "I •' wgglrs MIS s"nns TO ALL as ammon'Sam's 111E IIRTAtli1E. �1 TC LL 25.0 PSF REF R7175- 96020 Treesee regal r• t,...core In"Marinating. md ting.fondling.shipping. etalling ed bowing. Refer to efofollow1919575thelotest edition of SCSI (Our Winging Component Safety Infor..tion, by TPI and grG)for safety prwae tleprix l TC DL 10.0 PSF �_ al to performing time.function.. hfowSCS tion.. hoteliers. il proviso temporary bowing per I. Unless noted otherwise. � DATE 12/15/15 performing top diad.hall Irse properly attached.tfuetlral sheathing end sett..m chord s1m11 novo•properly.etalons rigid wiling. Lwetlwn..hmmr for permanent lateral restraint of who shall neve towing Installed per SCSI eill •.dein p,a7 or Pip.es applicable. Apply plates to mod,few of truss.,e1-16/2015 BC DL '10.0 PSF DRW CAUSR7175 15349192 A I tM Jelnt Natalie,hal es.wt.d othxelw. box to arwl,g•1WM-z for atrMpre pua asw�'a" d" WL J I \V' OREGON BC LL 0.0 PSF CA—ENG BFR/G11YH L_ Alpine, .y failure of ITS aur ldl g trues in me Croup Inv. •foil rot se rorpfor bre fx any ewing.w Ira this n' droning, day toiler.to build tfo tris In owforswe.with AIISI/Wl 1.or for fondling,shipping. AN rtwCOMPANY Inetailet ian a brwing of erose... 9ZA O.20,a9db r TOT.LD. 45.0 PSF SEQN— 241357 A meal w t1He W.olg w weer pop I i=pi tM.srwl IIMISMa.aopdptwlw.f prat s.l.Is,.Snoring 0� T •N _ responsibility w{ely for�smel Sher per �1 l oma. u..of Mol.lowing rr ry aerrebewr I.t1r , DUR.FAC. 1.15 8351 Rgmam Culae mel I r of the bI wl MI Sammtmio,CA95R]R oar lathe Information..e thls,ob•e general nates pew and awes SPACING 24.0" JREF— 1VMG7175Z01 ALPINE:ear.alpi..it..dwtp :TPI: Wm: aw..balnwYr•. du.try.ow: ICC:ow.lorg THIS DAG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - H39) Top chord 2x6 DF-L SS (") 1 plate(s) require special positioning. Refer to scaled plate Bot chord 2x4 DF-L 2400f-2.OE plot details for special positioning requirements. Webs 2x4 HF Std/Stud :W2, W10 2x4 HF #2: :W4 2x4 DF-L Std/Stud: :W12 2x4 DF-L 2400f-2.0E: 120 mph wind, 43.53 ft mean hgt, ASCE 7-10, CLOSED bldg, Located .,,,,, anywhere in roof, RISK CAT II, EXP B, wind TC 01.6.0 psf, wind BC (a) Continuous lateral restraint equally spaced on member. DL=6.0 psf. In lieu of structural panels use purlins to brace all flat TC • 24" OC. Wind loads and reactions based on NWFRS with additional C&C membe design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Right end vertical exposed to wind pressure. Deflection meets L/18 criteria for flexible wall coverings. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Calculated vertical deflection is 0.72" due to live load and 0.82" due to dead load at X .. 16-1-12. 8X8("") 3X13X5Oi O.6 _ 5X14m, 3X5E 8X8= 8X8m 0.5 _ 0 Iii1�n mgmmommummummolummmwor T 1■! 1-4-0 'l.A��I�� I�I W10 +.._l W12 2-6-9I .t .�t,_�t>,lt:a�.�-� _. 41-8-0 1 3X7 H W2 8X8DU W4 4X8(R) AI H05143,6 3X10 6X8- Lr-3-10-8->i 3X5= 1.„ .1—.1.:13._„,4_, E§::: . -` 1 4-7-3 1 4-8-15 4-7-3 1 2-6-0 1 7-7-2 S44 7-7-2 I_ 13-11-4 12-6-0 15-2-4 31-7-8 Over 2 Supports :1 R=1711 U=379 W=5.5" R=1407 U=217 W=4" RL..78/-25 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. 20 Gauge HS,Wave FT/RT=2%(096)/4(0) 15.01., . :' ' - F64 OR/-/1/1/-/R/- Scale =.1875"/Ft. Truss Components of Oregon (503)357-2118 •ems ION TOMt111 ane To NO MUM; rim di I INCLUSIONS THE OISTAuw. ? G%N /C TC LL 25.0 PSF 825 N 4 Ave,Comehm OR 97113 t� l�,Q REF R7175— 96021 Trusses require extreme a In raricatl handling.n". ;,loping. installingy. g endVTC 11rr.,.safety Refer to and follow r 1tsP7P toe latest edltlen of ncti ts. I et Component she soprov ler I.,.. by.I and IfCSl for s.r.ty tedcolherpilo , 9 TC DL 1 0.0 PSF DATE 12/15/15 too,chord ea OWE rup els tachy lsre arrl prw1;e tong and by bracing pee n)sl. en p noted attached / tee chord M.II Irw properly.. .. p.structured slr.chhng.M bottom cher"Na.,have a properly attached rich;a.1li�. La.510. as ppl far pe....ply 1•terrel o non nt or..e.aril rare 111.0.3 Install.;per less �� . BC DL 10.0 PSF DRW CAUSR7175 16349193 msec rich; In.sl or a1o. per/e.le l.. Apply ornate•ca.stn r...ar cnn.ane pesltia...spawn.eew.,;an A PONE the Joint Datable.unless noted otherwise. Refer 1"drang.100A_Z toe stad•N pl.t.pa.Itl",... I,16/2015 BC LL 0.0 PSF CA-ENG BFR/GWH Alpine,•;Ivhslon or ITS levitating Ceepwwnts Group Inc. Mall not be reepen•rele For any d•vislren fro.this deeming,e y faller.to.1110 the truss In cans;.nen.•with PAW/WI 1. or for na,ellntt.shipping. OREGON AN ITWCOMdsNY I...WI...on•",mins or true„.. oad TOT.LD. 45.0 PSF SEAN- 241360 A awl en tnlw IYwh3.r woof pow 1Ntteg MI.*whop, 1,dlwetoo n...f pr.npslenpl cistron ��V b.2B,1P� I _ A asst ttglgAaLudt I.oprrlotIIts ool.ls for a3 IOW., l wltmr iq rd www la;r.whg tar any;snap;e he the .�► DUR.FAC. 1.15 fow..."I ono or eft.Owl NIA Sewlonor par Mosterpl 1 Sew.S. suT.lemw,cAnAts For were c ..._tMn thla Job'sploot.o general Wit. 0Inpage at splen; IC .It..: •rg O. 7 SPACING 24.0" JREF- 1VMG7175Z01 ALPINE,tow.srpl wits-..w: Tel: ter rc.•rg:ffCA: sh.IMut7-m.: tee:�.lacwt.. (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - H40) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x6 DF-L 2400f-2.0E ('d) 1 plate(s) require special positioning. Refer to scaled plate Bot chord 2x4 HF SS :82 2x4 DF-L 2400f-2.0E: plot details for special positioning requirements. Webs 2x4 HF Std/Stud :12 2x4 DF-L *2: 120 mph wind, 43.53 ft mean hgt, ASCE 7-10, CLOSED bldg, Located i (a) Continuous lateral restraint equally spaced on member. anywhere in roof, RISK CAT II, EXP B, wind IC DL=6.0 psf, wind BC DL=6.0 psf. • In lieu of structural panels use purlins to brace all flat TC • 24" OC. Wind loads and reactions based on MNFRS with additional C&C member Bottom chord checked for 10.00 psf non-concurrent bottom chord live design. load applied per IRC-12 section 301.5. Right end vertical exposed to wind pressure. Deflection meets L/180 Deflection meets L/360 live and L/240 total load. Creep increase factor criteria for flexible wall coverings. for dead load is 1.50. Calculated vertical deflection is 0.74" due to live load and 0.84" due to dead load at X = 14-1-12. 3X12= 8X8E 5X10(R) III 0.5 _ 4X168 8X8 3X1OE 0.5 — 1 .5X4 III + _ T - _ - _ ;= 2-6-9 140 .x Is�rgVg :..1■■` _ - _ 4-41-8-0 3X5(55) 8 8X10= 5X7(R) NI 3X5 82 3X10= 6X8- L-3-10-8� N2 SS0514 5-11-10 5-11-10 -6-0 5-8-3 5-9-15 5-8-3 5-11-10 5-11-10 -6-0 5-8-3 5-9-15 5-8-3 2-6-0 1.,___ __,,..1„___J.„.11-11-4 17-2-4 J Fic 31-7-8 Over 2 Supports R=1711 U=379 N=5.5" R=1407 U=217 1=4" RL-78/-25 Design Crit: IRC2012/TPI-2007(STD) O PROfi PLT TYP. 18 Gauge HS,Wave FT/RT=2%(0%)/4(0) 15.01.' F`, OR/-/1/1/-/R/- Scale =.1875"/Ft. Truss Components of Oreon (503)357-5118 ••i111NIN01••READ AND MIDI ALL NOTES w mis warner ti tNE • 825 N 481 Ave,ClxnelRusOlt 97113 ••IRIPOIrfAKr•• IgMRM MIMIN=w ALL gbNTNblelaw IAGIe1M TIE 11131711015. 0 !� F� Trusses sTC LL 25.0 PSF REF 87175- 96022 Trop require fat ..era In fabricating.l.wdl l .shipping. Installing end bracing.Mfr to end teller 19575 the latest edition of SCSI (Sal Iding Cerpr.•t Safety Infbr..tin,,. by WI and RCA) for safety pratt,ess prior ' �, TC DL 10.0 PSF DATE 12/15/15 to performing these flaa.tttal.. 'natal ler*tell provide t..per.ry treeing per SCSI. Seim noted otherwise. op chord 4.e11 hese properly:ottani*acr.ct.•wl sls.tPing ral beets there'd."I.w•properly atter SCSI �- BC DL 10.0 PSF DM CAUSR7175 15349194 N��\\ rigid ..*3. Locations alan far permanent. lfatesnorestraint Of wars es a have os tion we'.stalled �/� �D 1 't Mtlr.•S!. 01 Or Ston t amyle l.. Apply elates to anon'brae or t r O and position we.hewn*ewe and an 1 16/2015 BC AP e,.Jelin Details.eelash noted otl.rwise. Serer to lee.armoring*160A-2 err standard plot.position.. LL 0.0 PSF CA-ENG BFR/GWH Alpin. •dleielen or Ill building esprscda Creel.Ino, drll set ae r••pwsibls fr any dMlati..1.5.tnle OREGON _ _ drawing.any I rare to wins the trues e.nfor.we..itn NRI/TPI,,or for rnsni g. ebipplp. 9 R �t1� ft, TOT.LD 45.0 PSF SEQN- 241365 AN rr1M COMPANY lrceein Neel en bracing or crus.... v A...1 pn**I.akwing.r.fear pyo Imo.011e Nwlnb. Indl..bw....plrw mf pnM.l.el mgnsr"g R f..pprl.l l lq*lel]far too Amigo.Ion. Thor aolt•.1 Hop and w or toll.Irwlnb for any etfW Wye'.tn. "Vi. IIV-0 DUR.FAC. 1.15 8351 ROtYK CRdO roopatoy s Vl R rlall ter Soding erMlour p.r IMI 1 E.t.a. S'Qi01dg0'C" `28 Alylb[:e for 1pinoiInternet.. ..co.:WI ww tpnvt�R 1:.�`. ..bnl duos y`.cns:CC:sites: Renewal NewlarbT obueT�Oot1 SPACING 24.0" JREF- 1VMG7175Z01 TN IS DWG PREPARED FROM COMPUTER MUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD. OR - H41) Top chord 2x6 DF-L SS (g•) 1 plate(s) require special positioning. Refer to scaled plate Bot chord 2x4 DF-L 2400f-2.0E plot details for special positioning requirements. Webs 2x4 HF Std/Stud :W2, W4 2x4 HF #2: 120 mph wind, 43.54 ft mean hgt, ASCE 7-10, CLOSED bldg, Located (a) Continuous lateral restraint equally spaced on member. anywhere in roof. RISK CAT I1, EXP B, wind TC DL=6.0 psf, wind BC \\I„.\\ 01.6.0 psf. In lieu of structural panels use purlins to brace all flat TC s 24" OC. Wind loads and reactions based on MFRS with additional CA11C member Bottom chord checked for 10.00 psf non-concurrent bottom chord live design. load applied per IRC-12 section 301.5. Right end vertical exposed to wind pressure, Deflection meets L/180 Deflection meets L/360 live and 1/240 total load. Creep increase factor criteria for flexible wall coverings. for dead load is 1.50. Calculated vertical deflection is 0.73" due to live load and 0.83" due to dead load at X = 12-1-12. 3X10 8X8= 5X10(R) III 1.5X4 III 8X8= 4X58 —— 3X107E 0.5 — 4X8 --ii T + _ a (a) 1-4-0 •Miniiilla ( ) 2-6-15 .:loll— �; "�--�I,r_ '`�- �.�_ �* +41-8-0 3X5(**) IN 8X833 4 4X8 3X5 H0514 . 4X5 3X10ffi 5X7 Lc-3-10-8-..1 L 4-11-10 4-11-10 -6-0 4-11-0 5-0-12 5-0-12 4-11-0 I- 4-11-10 4-11-10 2-6-0 4-11-0 5-0-12 5-0-12 4-11-0 9-11-4 -i- 19-11-8 J k 32-4-12 Over 2 Supports R=1746 0=384 W=5.5" R-1442 U=217 W=4.246" RL=73/-26 Design Crit: IRC2012/TPI-2007(STD) ,ED PROFI PLT TYP. 20 Gauge HS,Wave FT/RT=2%(0%)/4(0) 15.01.+ i _ . 4� OR/-/1/1/-/R/- Scale =.1875"/Ft. Truss Comppoo�nteenabb of Oregon (503)357-2118 •„IraWrAMP• sn mwisMw�MIFOLLOW aLi o NOTES clad INCUDIoriw iia IlsrAu.m c$' 00 t 4:4 TC LL 25.0 PSF 825 N 4th Ave,Cornelius 0 97 1s dQ REF R7175- 96023 rune..,require etre oar-In febrlsting.hwedling.Wigging, Ihat.Illg end bromine. Minor Co wd tolls '�� the ,ate•t.eitlw or SCSI (pulldlp Ceq.n.pt saraty Inrer.atiw..by TPI ed WICA) for ef-ty practice prior f TC DL 10.0 PSF DATE 12/15/15 performing.0.4.4 theme(Prop on.rly Installers crudeshell preset temporary be ir.c log per.Ii um...pr petedrry.tt000.d, �, ididlihk rot dMM am. IoM Properly for pd.trintA lamre.ra restrthingaint and becteb Clod cove MV..pInstaly d[perhSd �' BC DL 10.0 PSF DRW CAUSR7175 15349195 rigid ti sl 53..g. or PI .a.hewn for applicable. Apply plus-I retch int or f tr Wvl loeo Mwi,g Instasheen led per d o 141111 A LPL'N thetloin .,., a oting /ply plats*to ege 100 4 fort end people,p•,tiro row rd on 1 /l6/201s LPL' the Joint oat.,,..,wee..wt..i..Ce•.. Rorer to troll ,r.A.x for et«d.re plot.positions. BC LL 0.0 PSF CA-ENG BFR/GWH Alpine, .dlvi.ls of In Ou(ding teew.n.nt.Wet Inc.Bell be responsible for any pevlel.n from this OREGON drMl,g. e,failure to build the true in CentorYwo.with AUSI/Tr1 1.or for howling. .hipping. - AN ITW COMPANY ,estp,l.tle•bracing er tars„. 9 .n,go.i� TOT.LD. 45.0 PSF SEAN-' 241368 . A 0555 pre use drawing ger sever page listing Nolo drawl Indiest...•leen or pr.r wl.wl agieprll,g rederneIbhII0 r 551.17 for the Iselin amen. T..gulttbll lq mod was or no..owing Ter woe rtrw1n.Is en., E311 Ramo Circle .mewl/wf1Qo of age Wilding g55ig,u.t r a5al/1►I 1 sw.:. �1. ' DUR.FAC. 1.15 Snrnaro.cA vss25 For mer.Information nes this Job's genera,notes loge ow.tb..e hob titan' Rdlowd ElmNOWW2O17 SPACING 24.0” JREF- 1 VMG71 75Z01 ALPINE:ww.•ipin.it..cue;WWI:.r.tpl..t.erg:SEA:wr.ealndu.try.ee: ICC:eve.leewf..org TRIS DIG PREPARED FROM OUTER INPUT (LOADS 8 DI REAS I ONS) SUMMED BY 1RUSS MFR. (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - H42) Top chord 2x6 DF-L SS (") 1 plate(s) require special positioning. Refer to scaled plate Bot chord 2x4 DF-L 2400f-2.OE plot details for special positioning requirements. Webs 2x4 HF Std/Stud :82, 14 2x4 HF #2: IN 120mph wind, 43.54 ft mean ASCE 7-10, CLOSED L SED bid hgtn Locatedi6 �., (a) Continuous lateral restraint equally spaced on member. anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind B DL=6.0 psf. In lieu of structural panels use purlins to brace all flat TC a 24" OC. Wind loads and reactions based on MWFRS with additional C&C membe Bottom chord checked for 10.00 psf non-concurrent bottom chord live design. load applied per IRC-12 section 301.5. Right end vertical exposed to wind pressure. Deflection meets 1/180 Deflection meets L/360 live and 1/240 total load. Creep increase factor criteria for flexible wall coverings. for dead load is 1.50. Calculated vertical deflection is 0.75" due to live load and 0.85" due to dead load at X = 15-8-8. 8X8(**)RE 5X10(R) II 0,5 _ 3X70 8X8 4X5--L‘ 8X8 0.5 _ 3Xi2E 1.5X401 _^ 1111.1111101111111111.11a �� s O 2- 11 1 1- I•IIr!1 ■�,tM: 6-15 .0 M`��2`.'��-� M� —' - ```� 41-8-0 3X711 12 8X8" , 14 3X10U. H0514! 4X5- 3X10" 6X8RE LE-3-10-8-A-I 4X5 - 3-11-10 3-11-10 -6-0 5-5-0 5-6-12 5-6-12 5-5-0 3-11-10 3-11-10 2-6-0 5-5-0 5-6-12 5-6-12 5-5-0 2-6-0 I- 7-11-4 I L 21-11-8 J 32-4-12 Over 2 Supports s. R=1746 U=384 1=5.5" R=1442 U=217 1=4.247" RL=75/-26 Design Cr it: IRC2012/TPI-2007(STD) .EQ PROFS. PLT TYP. 20 Gauge HS,Wave FT/RT=2%(0%)/4(0) 15.01.x/. .1 * `p4" OR/-/1/1/-/R/- Scale =.1875"/Ft. Truss Components of Ore (503)357-2118 ••IARNINOI••Palo ma IOWA ALL Manns oil Oris ow611101 0 �1- 825 N 4th Ave Comelma OR 97113 "1 ""r" MOM MS MOM T°MJ.oommac Pis IMAMS TIE IIST"wms. 19 'rip '4 TC LL 25.0 PSF REF R7175- 96024 Truss..reWlro.Wm.=awe in r.brinninq.handling.Msipping. Insulli,y end bromine.Refer to see follow the latest editlw .. or PCP, (Sol.dl,g Component Safety/nre,e.tl.n. by.1 end RICA)for safety pr.ala..prior ' TC DL 10.0 PSF DATE 12/15/15 to p.rrarei.g these run.... Installer.slap provide...rotary brewing per Peal. WI.o.noted eth.nribe, ' top chord.hell lee properly attached scrmetarol sheathing end pollee chord 8M11 new.properly attached rigid Dell ing. locations.hewn far permanent late.. ...slat w or webs shall ie brae.,Inst./led per sem 411. ''r' �/� BC DL 10.0 PSF DRW CAUSR7175 15349196 1• ...floe P7.07 or P10.ma eppl lcabl•. Apply plated re tie.rete or true aW peeltlon as.heel Mono.Ind an 1-16/2015 the Join Details, unless fetal otherwise. Refer to drwlngs 100A-Y for...lard plot.pwltlas. y 1�11J ,4 P N Alpin, a division of Ire Building Components Group Inc. Mall not be resenelblo ver any dew...,"en til- OREGON BC IL 0.0 PSF CA-ENG BFR/GRIL drawing..fry r.lhva co build the true.In conferment.veldt/1161/701 1.•r for handling. nipping. AN nw COM"NY in..;1X'•"R bracing or trWeea lag 6.407. G TOT.LD. 45.0 PSF SEQN- 241371 A w1 on this domineer ewer p.P.MI 11M th1.domino, Ibglwtw reoplo. of prntRAlonol.gl.wrlig ".OL- •WV r.ep.nwo.lhty solely for ono Owl.,/apes. Tie wlvbl/ey old res•of all.Waning red any'immure Ib ono r DUR.FAC. 1.15 MS/Rtv Clivi. r.pwslbl l l .e ma 4l Wing Peelgnr par APP/TI 710.0. SmAago.CA95820 For ower.infan..tla,ea.tti'Job's ga.r'1 not.'p.5.and th..e web•It..: N.h."yDate OnOrni7 701: OVINE: SPACING 24.0" .JREF- 1VMG7175Z01 w..tpinst.ergi RGA;ow.*hMwtry.cob: la:ew.lccs.r..arg THIS 093 PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS IFR. (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - H43) Top chord 2x6 HF #2 2 COMPLETE TRUSSES REQU I RED i 1 : Bot chord 2x4 HF #1&IBet. Webs 2x4 HF Std/Stud :W2 2x4 HF #2: Nail Schedule:0.131"x3", min. nails Top Chord: 1 Row •12.00" o.c. Special loads But Chord: 1 Row 012.00" o.c. (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Webs : 1 Row • 4" o.c. TC- From 70 plf at -3.87 to 70 plf at 5.94 Use equal spacing between rows and stagger nails6:11;)--1/"/1 TC- From 70 plf at 5.94 to 70 plf at 8.44 in each row to avoid splitting. TC- From 70 plf at 8.44 to 70 plf at 32.40 4" o.c, spacing of nails perpendicular and parallel to BC- From 20 plf at 0.00 to 20 plf at 32.40 grain required in area over bearings greater than 4" BC- 1768.69 lb Conc. Load at 2.44 120 mph wind, 43.54 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Wind loads and reactions based on !MFRS. anywhere in roof, RISK CAT II, EXP B, wind TC 01=6.0 psf, wind BC DL=6.0 psf. In lieu of structural panels use purlins to brace all flat TC • 24" OC. Right end vertical exposed to wind pressure. Deflection meets L/180 Deflection meets 1/360 live and L/240 total load. Creep increase factor criteria for flexible wall coverings. for dead load is 1.50. Calculated vertical deflection is 0.62" due to live load and 0.72" due to dead load at X = 14-2-8. 6X$ - 5X7(R) IA 3X5- 8X8- 0.5 _ 5X5= 1.5X4 iii 0.5 5X5= 5X10= T rF 1-4-+0 i 2-6-15 llirilliiiii.11.11.1.11. -.r- 41-8-0 1 3X719 6X8RE 5X5- H0510am 3X5s 4X5- 5X5- LE-3-10-8-3J 112 3X5= I-2-7-12-1- 3-5-4 -I2-2-81 6-0-12 .I< 6-0-12 6-0-12 + 5-11-0 I- 5-11-4 _l?-g--I.- 23-11-8 -j 32-4-12 Over 2 Supports R=3381 U=636 W=5.5" R=1575 U=239 w=4.249" RL=-32 Design Crit: IRC2012/TPI-2007(STD) 4erlPROFk. PLT TYP. 20 Gauge HS,Wave FT/RT=296(0%)/4(0) 15.01.Pi. V t . S./. OR/-/1/1/-/R/- Scale =.1875"/Ft. Truss Com of Oregon 503 357- IIS ••11AMMINa1••REM Na mum AU./OM a TH1s maim !1' F ,0Ave. ••IiarrNlr•• MOM THIS MOM TO A,s.SaI1 CTaa IaR#II ME HISTALUM. 0 TC LL 25.0 PSF REF R7175- 96094 825 N Ave,Cornelius O 97 13 195/5 T IK..t aValei.e`f ieslil.11IGIn 'eo.p na.t she""f.Iay;,....rma°tete"o ty evi11."°Z;SC*,i":,'.."°ei`.rr t'"°a..fp., ' / r TC DL 10.0 PSF DATE 12/16/15 .p.rfar.l.g thus.',melons. Installer.,..1..11 provide temporary brma.,.p per SCSI. Unless noted otherwise, lOW y. , CMN shell hew properly attached structure,sheathing and bottem chord shell hew a prep.rly attic,.. .dud culling. I..atlon..hown for permanent lateral reatreint of maim.hell hew bracing Install.per SCSI BC DL 10.0 PSF DRW CAUSR7175 15350042 A L.PO N In...sae a,..unl510ess ma applicable.oobla. Apply plates to a each la-f trim.and peeltionplata a..hma,:Neve end on 1.168015 /-7 IIJI Joint Details.,mal.,• et.,enq .1... Refer to.fail t.'�1_:for standard nice.poal`Iw a. OREGON r BC LL 0.0 PSF CA-ENG BFR/GWH Alp.ma,a al vl.ion or Ind M.I..na Can menta Gro.o lee.shell not he respoo.ible for any.aviation frim eels el rasing. g. . fel.ra t.butId t ,.. 1n eenf.nrnv...th NRIRPI ,.or Ter heellg. ulppl g. yM. 11.go,1eTOT.LD. 45.0 PSF SEQN- 243445 rsing. ildtr.thMMI.• lw mawf pop 11K11yMi.df..l I..,..5.. N pr.fn..l•MI.5l.marllg ,biISty,w1.1y l.f t11.d..Ian w1on. Tag PI t l(Sty wY u•..f tris.rw1A fur.19'.ttv.tYra 1.tlw O�♦f T R351 Rw.n,Cele Minty of e1. Ron Ming Twf�wr oar AIMI/TPI ,s...:. DUR.FAC. 1.15 STaameato,CA9551& for.or.Inforeatl....w.t"I•Job's general.notes paso end these Cab.1t..: NS1wwdOdal1/0110T7 �. ALPINE: w DI : ..lpineltw.cc.:TPI: w.tpinet..rp;RCA,maa.sbelMwsa rc try.. : ICC: l ..fe.ery SPACING 24.0" JREF- 1VMG7175Z01 THIS DIIG PREPARED FROM COMPUTER IIFUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS IFR. (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - J1G1) Top chord 2x4 HF #2 120 mph wind, 43.12 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x6 HF #2 anywhere in roof, RISK CAT II, EXP 8, wind TC DLa6.0 psf, wind BC Webs 2x4 HF Std/Stud DL=6.O psf. Special loads Wind loads and reactions based on MWFRS. (Lumber Dur.Fac..1.15 / Plate Dur.Fac.=1.15) '114.,6\ TC- From 70 plf at 0.00 to 70 plf at 5.94 Deflection meets L/360 live and L/240 total load. Creep increa 8C- From 10 plf at 0.00 to 10 plf at 5.94 factor for dead load is 1.50. BC- 314.11 lb Cone. Load at 0.58, 2.58, 4.58 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. 0.5 1.5X411 3X5(R) ill 1 ■ i1 1-4-011111 11■, ,1 1-6-15 ■ ■ J41-8-0 3X5(R) II 3X5 M 1"12 1"12 14*, 5-7-12 192 5-9-8 k 5-11-4 Over 2 Supports R=770 U=135 W=5.5" R=648 U=117 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.02.„; •+:' I ' F� OR/-/1/1/-/R/- Scale =.5"/Ft. Truss Components of Oregon 5O3)357-;116 "timllm”NOltitigooMOFocaULNOTES DDmils outmeisCI INF TC LL 25.0 PSF 625 N 4th Aye,Cornelius OR 97113 "1MgDIIrMIr•• ^""/sl nits"'""""°ML common IIIClSID11.71M IIdTM1Eg. cid �� REF R7175— 95975 Tnw,as require tett•..core In r.arltK.,ng.ball ln..„hipping, Iwtellang and bracing.eater to a,d follow lows th.1....*edition or SCSI (1.1laing Ctepormot Safety Intermedin.by III end Sten)for safety praot,...prha•r TC DL 10.0 PSF DATE 12/16/15 to performing.I,.e...notions. Installers.b.11 provide t..pnr.ry bracing owe Sett. Unitise noted otherwise, ,l tiry chord.b.11 have g•ewrly attached.thvr.t.raP sherap restraint .ed hecto chord rh.11 hese.properly.tt.tl.a BC DL 10.0 PSF DRW CAUSR7175 15350033 rigid ceiling. Locations alhe.h ter p.r.en.ht lateral coiled of oohs she"hew bracing nasi led per Sq �,� A�u N E atilt lain eft or 010.w ether Apply. S f rtto to row of fo.. position, anew.boyo end on O ted Joint Details.ha lwa nhtce oHherwlw. Sorer to tracing.I00A-1 for eternised plat.pttilciwo. 1.16/2015 LIN Alpine,a division of ITA balding et.ptn.nt•crap ion. .hall not be.e.pon.lble for wry deviation trap this BC LL 0.0 PSF CA-ENG BFR/GWH drawing,any feller.to build the ten.In conf.r..nt.with MISI/Tal 1,or far hendlIng. snipping. OREGON — AN ITP COMPANY toote-l.taan a or-intro of trio..... ^ TOT.LD, 45.0 PSF SEAN- 7322 REV A Ione on Milo drw1110 R some page I Iriillg t 1.drool Inl/loabw mwow oesopo oo of ptmlt argw l. ring 1 4.20,104 yn fs.p.nalb111widely MWee dewlap,Weedewlap, ,ahem ale •l all lye and t. W ahauof la arwlrg nor any.or ,,.I.she 0.1siRaalaClpzk r..pblIlwy.r Sew Dwldler poor MMI/VI 1 gw.Z. ROC p T r VW DUR.FAC. 1.15 say, d+aa9sxm ALPINE:.For Iptn.t Information P1:":.tplM�ar R I.::••paw 5.try.o. ,w115 f1.:..:Itt,.t..ar SPACING 24.0" JREF— 1 VMG7175Z01 D Itg11S1gd1OgM lIZfO@017 THIS DWG PREPARED FROM COMPUTER IIPUT (LOADS R DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - J1G2) Top chord 2x4 HF #2 120 mph wind, 43.12 ft mean hgt, ASCE 7-10, CLOSED bldg, Located But chord 2x6 HF SS anywhere in roof, RISK CAT II, EXP B, wind IC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud :W2 2x4 HF #2: DL=6.0 psf. Special loads Wind loads and reactions based on MWFRS. I ,,s4).„.00. (Lumber Dur.Fac.a1.15 / Plate Dur.Fac.=1.15) TC- From 70 plf at 0.00 to 70 plf at 5.94 Deflection meets L/360 live and 1/240 total load. Creep increa e BC- From 20 plf at 0.00 to 20 plf at 2.42 factor for dead load is 1.50. ,! BC- From 10 plf at 2.42 to 10 plf at 5.94 BC- 1056.13 lb Conc. Load at 2.42, 4.42 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. 0.5 3X10= 3X105 1.5X4111 M ,Illll+m� � ■ 1 i. 1-4-0 -: . 1-6-15 • _I J 41-8-0 WIIMO 6X10= 6X6on 3X7 M 1 2- 7- 82 04.4 3-3-02 '12 5-11-4 Over 2 Supportsal R=1154 U=182 W=5.499" R=1458 U=238 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01.,/, 'a � P B�FAT, OR/-/1/1/-/R/- Scale =.5"/Ft. Truss Components of Oregon (5D3)357-.118 "WIMEM01••RUM Ino nouns ALL BDrFs a TNIS OIYMINcI _ 825 N 4 hh Ave,Cornelius OR 97113 "1 MOM TINS MINN IS ALL CONTRACTORS UNCTIONS TIM Ila*r+as. �� t1d1N��` 0 IC LL 25.0 PSF REF R7175- 96129_ Trusses require extreme tore in fabricating,hrMl ing. shipping. Installing WendIC brttlng.B to fall.. 19576' TC DL 10.0 PSF DATE 12/16/15 ewo latest edition of ACS1 (Building Component Safety Information. by TPI and RCA)for'dreey prt.endue prior to perfanling these functions. Installer.shall provide temporary bracing per Brawl. unless noted.dermise, top d ordceiling. Ishell nsw properly att.Mme.erw•...1 of cathing ane oaten Moro shall haw a properly 1l dattaohad SC I- i �' BC DL 10.0 P$F DRW CAUSR7175 15350028 rigid eel l Ing. Locations elven for.Il... nt lateral restraint of who shell head bracing installed per BC31 thea 83. 87 or$10, w applicable. Apply plates to each foe.ap tnes ad position as Mown above and en �=1�1 L Iw1ll I� 1 the Joint Details.unless now eth•r.ls•. Barer to drawings 140s-2 per stonda.d plata position*. 1,16nols BC LL _ 0.0 PSF CA ENG BFR/GWH t�"U I �1 I� Alpin...a1 Belo 11g w,llei g tempenw to aro p r*. .ball net be rapen.lbl. er c y ens 1.clen rrw.cola OREGON drwlng.any failure to build the truss In conformance with ANSI/7p1 1. or for handling, shipping. AN 17W COMR►NY Instal,aion.erwlng of Trusses. v TOT.LD. 45,0 PSF —1 en this dimming er sever pap listing this drwlfry�g lndleedw Mesp•yye of pr.fwlelrl engineering •q 4*ha.59,19# G.. SEQN- 241180 A raapalal►tllq Weld ter the dune*Own. 71a wlatsllhid and w of this drawing tin sees.trsays.Is pee rI — — R351 Roma Circle r...--1•I(,a..ae rl ldlgg waomn.per Alsln.r,s...:. O 1� DUR.FAC. 1.15 Swum*,CA 95821 For more intolOStion..a thi:job's general nates pogo...d these sob sit„, C 1 NG 24.0" JREF- 1 VMG7175Z01 ALPINE:wsw.elpin•In.ssm :TPI:w .tpinst.ewWw rg; RGI: w. ¢Indtry.00m: lam: eaw.iea..f.,org R mmioroMW2O17 SPA (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - J2G) THIS 'PREPARED FROM COMPUTER INPl1T (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF 02 120 mph wind, 43.07 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x6 HF 02 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf. wind BC Webs 2x4 :HF Standard or HF Stud: :W2 2x4 HF 02: DL=6.0 psf. Special loads Wind loads and reactions based on 1lWFRS. 45 .141 ' Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC- From 70 plf at 0.00 to 70 plf at 3.21 In lieu of structural panels use purlins to brace all flat TC a 24" TC- From 70 pif at 3.21 to 70 plf at 5.94 OC. BC- From 10 pif at 0.00 to 10 plf at 5.94 BC- 1082.08 lb Conc. Load at 1.67, 3.67, 5.67 Bottom chord checked for 10.00 psf non-concurrent bottom chord live BC- 50.75 lb Conc. Load at 4.00 load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 0.5 3X10 4X12m 1.5X411 ��.. - ■ ,Tr.--_, 1 �- --....14.01-5-10 N2 • 1111 11111 4 41-8_0 Y 8X8m 8X8RO 3X711 3-4-4 22-7-0 al 3-2-8 I 2-8-12 I 5-11-4 Over 2 Supports R=1496 U=258 W=5.5" R=2276 U=388 Design Crit: 1RC2012/TPI-2007(STD) , 0 PROF PLT TYYPe.n Wave ( ) FT/RT=2%(096)/4(0) 15.02.0• ,.: : '• FSs. OR/-/1/1/-/R/- Scale =.5"/Ft. T m N ih Ave,tof0ie OR O3 357-:I 18 N ,, MUM U. NOTES a 7 pus 11°wwae( b� „,NF . REF R7175- 95994 ••(waiver•• PAWN NIS aMnw o ALL CGRIRgaola lR�volSS Tit NISTNISR. !� F �y TC LL 25.0 PSF Trams require eases core in fabricating, handling, shipping, Installing and bracing.Rorer to 00w fella 119676' �s the letvet edition of OCSI ((Wilding Cewp.rant Safety IMlY .refon, by TPI NW RGY )for rety praeclees prier • ,` TC DL 10.0 PSF DATE 12/16/15 to psrformhng tweet front/moo. Installers shall prwlde tapmery bracing per SCSI. gen«s noted.tbe0lat. tap chord shell have proprly attethed structural oheathng and bottom chord shall lom a properly steadrd / BC DL 10.0 PSF DRN CAUSR7175 15350036 rigid arowan ceiling. locations wan for immanent lateral bs int of abroil low bracing installed per SCSI pt. �� sections U.ST or 510. a ateapp1Icablo. Reply forplatesto to�rac.of c.s..and poultice.S.*hem on amm o end an I.16/2015 the hint o.r.ils. molest noted adoral». Refer to drat ISSt_z for standard late positions. BC LL 0.0 PSF CA-ENG BFR/G*H Alpine, a divl.iacl no or I=Welting Components Group Inc.Int.oho" so rsaponeible far any deviation from this OREGON _ droving. sly failure to build the truss In conformance with MRSI/Tpl 1.or far handling.shipping. ^ TOT.LD. 45.0 PSF SEQN- ITW COMRANY instal lotion&bracing or crueler, 1/ w r. 9,Q,4n 29119 7{09 REV Srw:rir 4 I this wNly for tho n4.i*or sewer plgie oil wn. We Luldu•_obill ib mal of*10 droning �'ovlbwalir..s tar t R • l� 8351 Roma Circle ra.....ihiIlq of vera Ow wimp S..i*ae p.r del/TPI 1 aa.a. DUR.FAC.FAC. 1 .15 RhclImaro.CA99128 for mare information e this Jobs°parol note*page 0001 SC.so tab slea: RanwRlOWdl&e2M7 SPACING 24.0" JREF- 1VMG7175Z01 ALPINE:w..ipinelt...e: WI: .tpinat..,g;RCA:ur.abciMstry.ae: ICC: .Ie.wfo.erg THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - J3) Top chord 2x6 HF #2 Negative reaction(s) of -201# MAX. (See below) from a non-wind load Sot chord 2x4 HF #2 case requires uplift connection. Webs 2x4 HF Std/Stud 120 mph wind, 42.96 ft mean hgt, ASCE 7-10, CLOSED bldg. Located Bottom chord checked for 10.00 psf non-concurrent bottom chord live anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC 01 load applied per IRC-12 section 301.5. DL=6.0 psf. Deflection meets 1../360 live and L/240 total load. Creep increase factor Wind loads and reactions based on MFRS with additional Cf4C member for dead load is 1.50. design. 0.5 3X5 3X7 B I 1I ■-4-0 �c1 1-4-151111 1 -•1 *41-8-0 Y 3X7(R) III 3X7 II L 3-10-8 >� iti4 1-4-15 3„8 p 1-8-7 Re-201 Rw=154 U=105 1-16-3 Over 2 Supports r 1 R=639 U=324 W-5.5” Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT.2%(0%)/4(0) 15.01.E gp1 OR/-/1/1/-/R/- Scale =,5"/Ft. Truss Components of Oregon 1503)3572-118 "muMrtnnl"nun No MIS,ALLNOTES ON THIS owin 1Gl e><e;1 NE O TC LL 25.0 PSF REF R7175- 95992 823144th Ave,Cornelius OR 97113 "Iwarrmr• MOM M TNI1N111MANNA TO ALL COMMONS MCMINN THE immune. Trle.es r.qolr,.55,...0 • In hbrie.thng,howling.shipping. Instating bracing. mnr ton follow 18875li the latae edition of teal (Sultana tannwn.nt Ear ty nrersat,wanG)for,.fat,pronto...prier , ,by TPI d WITC DL 10.0 PSF DATE 12/15/15 to p.rfor.11.tIron functions. In atel law atan provide cagerery bracing per SCSI. Unless noted oth.rylse. AO' top chord.hall have property attach,.trust i.c sheathing end bottom men.shell have a properly attached rigid wiling. Locations shoo for perwweent letow' Int of rob-shelf hese bracing Installed per U.S Wilk % BC DL 10.0 PSF DRW CAUSR7175 15349162 e.Ctlpe ga.ST or gig, app11CW1.. Apply plates to.5th face of truss and position as Yawn above and on A V the Jelnt Decals.billows noted.t,mr.lee. Rarer to drawings lhhA.2 for.cmndnrd plate pwltlens. 1-16/20N _ 0.0 PSF CA—ENG BFR/GWH N raping, a division of Ibu Bollixing trios Inc n Grow Inc..hall not Co nforh n for. s deviation fres this OREGON BC LL drawing. any tall..e to build as one.In omrorwwne..ich ANSI/711 1.or for handling. shipping. AN 11W COMgWY lineal Inion.brm„g e.breams. v TOT.LD 45.0 PSF SE4N— 241252 A awl en MIe drwing sr ewer p.ge listing.Ah drawing Inel.abm a tm.sf pfar.+./.l+l..ghiwrl 9R N.SO.10� G'/ r.apm,slsll Iv wily f.f the&mien Mom. Te e u A0.l l@,.Ir.e..N ehl.dr.Tec hr re atfw •ISAth. v 8351 RovanaCHtle ...ret.1b111gr eft.Ihat&Ing gmlgwr pwr AwIA►1 1 tw.g. Olb g ,N DUR.FAC. 1.15 SKlNnew.CA9581R For nor.Inre.welw Chid Job's genera.retro pup,ant thaw sob.i-me., C I NG 24.0” JREF- 1VMG7175201 ALPINE: .aiplwlM.om: TPI: .tplwt.arp:gTG:ew.abCluMetry.<w: la: .Ice.afa,erp - N.II.NglD1l�.wsORwT SPA THIS DPG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - J3G) Top chord 2x4 HF #2 120 mph wind, 43.05 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x6 DF-L 2400f-2.OE anywhere in roof, RISK CAT II, EXP B, wind IC DL=6.0 psf, wind Webs 2x4 HF Std/Stud :W2 2x4 HF #2: DL=6.0 psf. Special loads Wind loads and reactions based on MWFRS. ---.5-45 (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC- From 70 plf at 0.00 to 70 plf at 2.37 In lieu of structural panels use purlins to brace all flat TC 24" TC- From 70 pit at 2.37 to 70 plf at 5.94 OC. - BC- From 10 plf at 0.00 to 10 plf at 5.94 BC- 100.00 lb Conc. Load at 1.87, 4.06 Bottom chord checked for 10.00 psf non-concurrent bottom chord live BC- 1339.95 lb Conc. Load at 1.94 load applied per IRC-12 section 301.5. BC- 250.00 lb Conc. Load at 2.37 BC- 1347.94 lb Conc. Load at 3.94 Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 0.5 6X88 6X6= 1.5X411 Iii - 0 T ----------------,_ 1-4-0 11121-5-3 Y 41-8-0 8X8= - 6X6 3X711 222412 3-8-82 4 2-4-8 til,. 3-6-12 ,1 E5-11-4 Over 2 Supports 3i R=1844 13=323 W=5.5" R=1769 U=334 Design Crit: IRC2012/TPI-2007(STD) .EP PROP . PLT TYP. Wave FT/RT=276(0%)/4(0) 15.01.0 .0 I OR/-/1/1/-/R/- Scale =.5"/Ft. _ Truss Components ofOregoR 503 357-;I18 •` IMOI"PEPS em FOLLOW All NOTES al TMls GRIMM it10f-too. REF R7175- 96028 ponrn ( ) -1110 n.rr. MINIM THIS CMIIO To ALL mRNM.7e4 uGLNNnw TK INNrAutws. X9676 • TC LL 25.0 PSF 825 N 4th Ave,Combos OR 97113 Trueo•e inquire ertr.e.core In fabricating,ing, Moen„q.shipping. .4 ache. b t.bracing. and VIM)far safety so•ecleer prior %, IL s to performing char!motion.. In•nll err sial/provide m andobotree h per SCSI. Wiese petsn atlsrwls, top chord Moll haw preprly s!lea,.ae evvvnrel*Maim and bottom there Mall toss a preparly atlaeMd 6' rigid oohing. Locations■..w.for p.r.wen.t Isterei restraint of mobs Nell nese tracing installed per SCSI BC DL 10.0 PSF DRW CAUSR7175 15350039 ,4 1'�--i l O N eseclein q,al M gig, ea opal Ieeble. Apply plates to see, rite-f lovas andand hien pe.teen o t t LMO1 Uro Joins befall.,unless netN etwwwhe.. Germ n dr�hngs,gM-:for standard.lou ps,llan.. l lV/L 1J BC LL 0.0 PSF CA-ENG BFR/GWH Alpin.. a division of ITS Building Components Group Int.shell be raaponinble for any deviation from this OREGON drawing, any failure to bulla W truss In oonfor,mance with ANSI/TPI 1,or for Haling. .hipping. AN ITW COMMhIY ,natal l.l,-n a bracing.r lr.d..a. 9R a.29.170. TOT.LD. 45.0 PSF SEAN- 241385 A.e.I an Wile n. inS s 7.7"..::: wer pqe IMgInA MN dfwin� Inglnbs.gateptitee of p iin.I.n l.mN1l.ering 0 _. p.perriMl lq rNly Mr ur dMIQ.Mwwi. Tisa ewlerYl Iq wg.i..° ' t d-awwp far sq eesel.ww.le ah. SSsI ttagnacudf respormleil lb.of two B.INIng Owl/nor per A I/TP/1 grog. DUR.FAC. 1.15 suw r nn ,CA951115 for-ors inforw•ti-n s. general Opow enie'eb's geral rme peand those wan•,tea' Renewal MIB14!001057 SPACING 24.0" JREF- 1VMG7175Z01 __ ALPINE:moo.al pl n.hn.ea.:Tal: .ep,mc.erg•RCA:ss..sbahndatry.eem: ICC:wap.itriafo.org THIS MFG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS OFR. (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - J4A) Top chord 2x10 OF-L SS Negative reaction(s) of -816# MAX. (See below) from a non-wind load Bot chord 2x4 HF #2 case requires uplift connection. Webs 2x8 DF-L #2 :12 2x3 HF #2: Special loads (") 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. (Lumber Dur.Fac.-1.15 / Plate Dur.Fac.=1.15) TC- From 0 plf at -5.48 to 70 plf at 0.00 120 mph wind, 42.98 ft mean hgt, ASCE 7-10, CLOSED bldg, Located TC- From 2 plf at 0.00 to 2 plf at 4.41 anywhere in roof, RISK CAT 11, EXP 8, wind TC DL-6.0 psf, wind BC BC- From 2 pif at 0.00 to 2 plf at 4.41 DL-6.0 psf. TC- 575.00 lb Conc. Load at -5.48 BC- -51.57 lb Conc. Load at 2.66 Wind loads and reactions based on MWFRS. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Deflection meets L/360 live and 1/240 total load. Creep increase applied per IRC-12 section 301.5. factor for dead load is 1.50. (S) Add 2x10 x 10-0-0 OF-L SS scab to be attached to one face • of top chord with 10d (0.128"X3.0") nails at 6" o.c. (S) 0.35 5X7(R) III �\ 3X16(*•) III 1-4-0 \��\\\\��\\\\\\\�\�\\�\�\ 1-5-9 Y 3X7(**) III 1.------\\ 8X8= W2 Lg 5-5-12 sJ 31 to 3-8-11 X110 f 4-4-15 Fe-4-4-15 Over 2 Supports--d R=1549 U=367 W=7.027" R=64/-816 Rw=165 U=89 Design Crit: IRC2012/TPI-2007(STD) , 0 PROp PIT TYP. Wave FT/RT=296(0%)/4(0) 15.02./! -w: ' ' Fettp OR/-/1/1/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503)357-t118 ••<AONINOI••REM Mo FOLLOW NA.NOTES MI leis OfNig61 �� (3fNF b REF R7175- 95993 825 N 4 hf Ave,Cornelius OR 97113 "' •' ^"R1°'TM"°A 1°70 Ni.ed"*A4701s 11�'O1� IR• O N F• id y TC LL 25.0 PSF Tresses rmerle.editio extreme S urn In IabrlpClng, Fondling.snipping, installing and bracing.Rorer to and follse 1 76 T9 TC DL 10.0 PSF DATE 12/16/15 the latest edition of SCSI (Sul folia eo.pe,rnt Safety Information,by T►1 w RCA)for safety yr.ctleN prier to performing those functions. Inst.Ilana shell provide temporary bracingr per SCSI.r, On leu noted sertrel4 /11164, top cdlord Mel l how properly Mended.Lrl,tllr.l fMLbIW seed bens chard-teff hose.properly tetlW / BC DL 10.D PSF rigid calling. Locations Mee.for poraenont Wore/restraint of webs eho11 I..e.bracing iesullod per SCSI I DRW CAUSR7175 15350035 section.07.R or SIC.es Opel ic.bl.. Apply pietas to such face of troo and position..ancon above sod an Joint Metall, noted otherwise. A mere.l . afrdem to fl gs,G OA-2 for at.d.rd plate positiae. 1-16/2015 ,4 l_ PMetall,a Alpine. •dlvlolon of ITR&eliding Components Group Int.Shell not leo roaponamlo for say dovl.tian fro. OREGON BC LL 0.0 PSF CA-ENG BFR/GWH drawing, any feller.to build tore or....in conformance with ANIP 1, or ran Fondling, .hipping. ^ TOT.LD. 45.0 PSF SEAN- 7405 REV AN(TW 00MWWY looter lateen a brwel,q or tow.ee. 9R A.20f' . A semi an M/.dwl.g.r..w#pogo listing IOU*Many. IbdIs•tS .wptanes N preMgl--1 Irearl req--/ori l lty esl.ly Par trio doNyl.Ila-r. Tho-llteb1l ity and use Of MMIa drwMg for dip,structure q. T MI Rama Circle raaparrlblllty ef el-galldlng Oeslaer per IMp/TPI 1 t...f. OL s •N DUR.FAC. 1.15 Sloane*,CA 95A2A for.a..Infoneritton...-hl.Jgenera,'.genera,net.,pogo and t,"'. Renown!DMA° ,7 SPAC 1 NG 24.0" JREF- 1VAIG7175Z01 Al.PI we :aee..,pilt..com:.e.n: WI:w..eplest.erd:RCA:ew..ptl,W.try.as: ICC:ease lcauf..erp THIS DEG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS WR. (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - J46) Top chord 2x10 OF-L SS Negative reaction(s) of -10970 MAX. (See below) from a non-wind toad Bot chord 2x4 HF 42 case requires uplift connection. Webs 2x8 DF-L *2 :112 2x3 HF #2: S ial loads (t") 1 plate(s) require special positioning. Refer to scaled plate plo P� details for special positioning requirements. (Lumber Dur.Fac.=1.15 / Plate Dur.Fec..1,15) TC- From 0 pit at -5.48 to 70 pif at 0.00 120 mph wind, 42,98 ft mean hgt, ASCE 7-10, CLOSED bldg, Located TC- From 2 plf at 0.00 to 2 pif at 3.30 anywhere in roof. RISK CAT II, EXP 8, wind TC DL.6.0 psf, wind BC DL.6.0 •••�%r"/"" BC- From 2 p1f at 0.00 to 2 Of at 3.30 psf. \., TC- 575.00 lb Conc. Load at -5.48 PLB- -51.57 lb Conc. Load at ( 2.66,41.71) Wind loads and reactions based on MNFRS. Bottom chord checked for 10,00 psf non-concurrent bottom chord live load Deflection meets L/360 live and L/240 total load. Creep increase rector applied per IRC-12 section 301.5. for dead load is 1.50. (S) Add 2x10 x 8-9-0 DF-L SS scab to be attached to one face of top chord with 1Od (0.128"X3.0") nails at 6" o.c. (S) 0.35 _ 3X7(**) III 3X16 III 1-4-0 `\ . \ . \\ - 1-5-3 , A1-8-0 .m.I132 4X8= 3X7(R) III It 5-5-12 3. 3"70 2-8-5 3-3-9 1.<3-3-9 Over 2 Supports Rw1825 U=372 1.7.027' R=8/-1097 Rw=217 11=124 W.7.028" Design Crit: 1RC2012/TPI-2007(STD) , PR* PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.02.1' .; ' pi.. OR/-/1/1/-/R/- Scale =,5"/Ft. _ Truss Components of Oregon `503 57--118 ••wMileal••ImlwwmrauOWAulm>:sar,tHISORRIwl �• (3TR O •825 N 4th Ave,Cornelius 0119713 ••I�aerARr•• MINIM Tal*SWIM TO ALL aas"mo'°"s Imxmrlm TBnsTAuns. p !1 x`46 Z TC LL 25.0 PSF REF 87175- 96026 Tromso*r.q,lr..otrw norm In fabeIe.tlng.handling. *hipping. Installing and eroslng. gofer to And follow 19576P Shp lomat edition.f a 1ye,m. l (MMlldlng Ceeefenny Inferwetlen.by nmiw l .RA)for r.oy practice*Prior TC DL 10.0 PSF DATE 12/16/15 to performing theme fontion.. lassell.r.shell proold*t.tp.r.-y brae Ing per SCSI. aria..noted W,.rmi... Alirtap chord s1=11 h.,..properly attached str"etarel sheathing w,e bottom chord shell have a properly.tt•dee \\\............09ioAll.wiling. Leuei....hewn for permanent lotto-lei restraint of nee.Shall ler.braving neul led per SC51 - BC DL 10.0 PSF DRW CAUSR7175 15350038 ,4 �NIP .. .gotten*N. ,r s. so.pphlo.bie. Apply*totes to.W,roee of ernes and position te w shown Mme we on . p the Joint Details. who noted ether.lS.. Defer drawing*,saA z.r mt.nd.ro plot.positions. i 16!2015 BC LL 0.0 PSF CA—ENG BFR/G11-1 Aro+nn.. .ei.I.iw of In wihalng Components Cranio Inc.mhall nee w r..poh.ibi..r soy ewieehwn from aim OREGON _ drawing,•,r roller.to build the Moog In oonrorhw,w with ANSI/Tel 1.x far handling, whipping, ypllti� � TOT.LD. 45.0 PSF SEQN- 7412 REV AN ITW COMIMIYY imuliatiw.a erwlng or erww.. A sol lift this drawing w ower pap listing this drwlrw 11w15S5N sf 5fVMslwl.hghe.riss 1/, •...eq SII1W.b avlhy.for Mc rhe.o, nor eslsrlilq.r m..of II:il..I•w r«�y.s...w.*I.the R0 .N DUR.FAC. 1.155351 Rotww Chdacooper ty g.tr pw-Almlrnl t sr.!. t S:rmlairo,CA95AM so mer.In.raatlan api ss o q...tA hot.pep wt . . .1�.: SPAC 1 NG 24.0" JREF— 1VIYIG7175Z01 ALPINE: .al.iwltformo loo: otos o.'. :,TCA: ot.Moi.andthose ICC:ob .Immafe.arg Rgll,ltalDdaeraavol7 (1 1 1 5081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - J5) This DWG PREPARED FIRM CONFUTER INPUT (LOADS&DIMENSIONS) SIRIMITTED BY TRUSS NFR. Top chord 2x6 HF #2 120 mph wind, 42.99 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Sot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP , wind TC DC.6.0 psf, wind BC DL.6.0 Webs 2x4 HF Std/Stud psf. asi Bottom chord checked for 10.00 psf non-concurrent bottom chord Ilve load Wind loads and reactions based on MWFRS with additional C&C -ember applied per IRC-12 section 301.5. design Deflection meets L/360 five and L/240 total load. Creep Increase factor for dead load is 1.50. Unbalanced loads have not been considered, 0.5 3X58 3X5111 I GI 1 1-4-0 E,----„. .71 1-5-10f 1, -.!:1 41-8-0 _ F 1 4X5 3X7 III L 3-10-8 >I 1"12 2-10-0 zi 1z 1t 3-0-12 J3-2-8 Over 2 Supports R=580 U=268 N=5.5" R=51 Rw=94 U=42 Design Crit: IRC2012/TPI-2007(STD) a PROD PLT TYP. Wave FT/RT=276(0%)/4(0) 15.01.'4 ' "A,� OR/-/1/1/-/R/- Scale =.5"/Ft. Truss Com tsofOregon 003)357-.:1111 "t�lllai"mus ma FOLLOW u. marts..nils maim �C3�NF. O TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 "'rs merFar" SUNNIS'TM's mw""s TO nu mnwc+au INCLUDING TMs rllanuus. (� lil REF R7175- 95995 Tweees.-.y.dre e.cww....I.,r s.lennq.needling. shipping. In.t.,i l.,g end Orontes.Rorer te red fell.. 19575P --- the,.tat edition ar SCSI (a.Ileing Capownt S.r.ty Inform-clan. by»1 one IOWA)for..fury pr.eciaw Iw to p.rrer.she l neve M1 properly I,.a.l let.Well provide Sheath ng and be brae lig per ll a pr,brad oHeched. ' r TC DL 10.0 PSF DATE 12/15/15 tap chord shell tied preearry attached structural Sheathing and bettor.sherd.1e.11 Mw a properly ettaaMd r,fld coigns, '.'uteri revue rer peewee'to.r., reetrelnt of.sb.shell Mr.treeing Installed per St Ar % BC DL 10.0 PSF DRW CAUSR7175 15349165 .«tie.. .1 s etp.a..ppriaabl.. apply pt.te.to..u.flee*foliose., ern,..mar palt,a.as ah A Pp N IE the Join pet.,l.,unle.s noted etlwre,.a. Serer to deals.15.5.3 Ter standard elate positla... I 16/2015 BC LL 0.0 PSF CA-ENG BFR/GWH Alpine.•division la,en of IBuilding g c..p.mast.drove Inc.se.; et Iw.e.penalbl.ea .nY deviationnon tilts OREGON drael.g. any face.nth Alal/Ttl 1. or for handling. shlpp,np. failure to bultd the truss In oonrona — AN rrw(brnsrpry Instal lotion.towing or tri...., '» . e++� TOT.LD.� 45.0 PSF SEQN- 241266 A mod en Ni.Armin.se serer page listing fluWowing.ing wa..Indl ••• . apt _ f proems/oriel engineering asat rs.o..t. M te 111sy Solely 1m Seipp linen. The pa,tabll ld ma ..St Ml d r .swing ter any~return 1.Sr 5351 Roma Circle ..ia w rI 1.1re Designer per mown.,,awn:r �( + ` .N DUR.FAC. 1.15 s.ealnO.CAs5$2s For.or. ln.tion.a.this Job's gamer.;not.s pee.and Wool Sob"eta: SPACING 24.0" JREF- 1 VIIIG7175Z01 ALPINE.www ALPINE. ..lpinalc..a :tel:. .tptr.t.wg:RCA:uw.r.abc l,ewwtry,ae.: ICC: ,laaMfary.oRemmwoebersormT THIS DUG PREPARED FROM COMPUTER IMPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - JSB) Top chord 2x6 HF #2 120 mph wind, 42.97 ft mean hgt, ASCE 7-10, CLOSED bldg. Located Bot chord 2x4 HF #2 anywhere In roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud DL=6.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor �/ for dead load is 1.50. --S o.s 3X55m 3X7 III 1 —_ 1 1-4-0 1 1-5-3 p 441-8-0 Y 3X5(R) IM 3X711 3-10-8 1"12 1"1z 2-1-0 .1 11 2-2-12 /1-1i1- Over 2 Supports R=600 U=292 W=5.5" R=8 Rwe116 U=69 Design Crit: IRC2012/TPI-2007(STD) b P• fp PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01.E Ftpak OR/-/1/1/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503)357-1118 til"nun1110 FELLOW ALL mons on MS 1M111116t 64N� 825 N 4th Ave,Cornelius OR 97113 ...otrfA1f"_ n r.rI'TM"x"""170 ALL pplrq. '1's 11117LDIIr r.IRTI[linins I 1 F� O TC LL 25.0 PSF REF 87175- 96027 Trusses'pule*extrema ,n fa►1 ting.ho dl l,g.M,pplro. inet.111np end bracing. Neter to and fellow/ 186178'' _-- Trusses latest edition or SCSIo(11.1leing Component Safety InfOrwrtl.w.by TPI.e1 RCA) ter safety pr.ct„x.prix IC DL 10.0 PSF DATE to performing these functions. lnetall.,..hell Provide temporary brsel 12/15/15 ro d S ell1. unless metal*thermion. �. tap Nerd.Mil nom pr�rly attached structural sheathing had be[t.e eters Melt n... properly• atcwed BC DL 10.0 PSF DRW CAUSR7175 15349198 ,0111164, rigid eel,lee. locations.hewn for perweent lateral Int of webs shall neve braclro fled per IICS1 /- A Pli N F *opthe oin 0]. ai x DIDvel * applicable. . Neter Pisces to winJ raw of some ild rd plateion p Ysn.Neese wd en O ee ne, Iletsila,wales.mat.. Ing Co po isCr to Inc.dralshe knot:e r etA.wrd Plot.any dovi tl I-16/2015 BC IL 0.0 PSF CA-ENG BFR/GWH Alpine,.divlelwn or IA!ti,idle Components Stoup hoemet l Net a eespae,bl.for.ay dwlatlM from this OREGON dresing, anyMal lure to build the truss In conformance wltn Alei/TP1 1,er for leadllrg. *Moping. AN ITW COMpIANY lest.l laden S br.a„g of Ore..... TOT.LD. 45.0 PSF SE N- 5 feel M tale*mine or.eseb f 'par tline, / l.b,l,,1 M .. 1l.fb.f.. pta,w M .rw .Iyll or pf. .11 w.rllg 9 8.20,11% '4. Q 241380 rsapw,.lbll lb misty Tar ear Imply,r, .. The sOlfeSsIllts,old w of tole alrwlrra M ea”•trustor-la She 83si sot m.circle reapwn.lbl l lty of me 11.11111..,'hies'p..11111/lPI 1 e...2. OL P ` e N DUR.FAC. 1.15 s..004.,CA95125 w l `TP :`" 1web ALPINE:. sipneln l w.tpinst.Rt notes.t ry�:: laellar ear, R.wasiMN i0/201i SPACING 24.0" JREF- 1VMG7175201 THIS DRG PREPARED FROM COMPUTER IIPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - K1) Top chord 2x6 HF SS :T2 2x4 DF-L #1&Bet.: 120 mph wind, 43.62 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF SS :B2 2x4 DF-L #1&Bet.: anywhere in roof, RISK CAT 11, EXP B, wind TC DL=6.0 psf. wind BC Webs 2x4 NF Std/Stud :W1 2x4 DF-L Std/Stud: DL-6.0 psf. :W2 2x4 DF-L #2: Wind loads and reactions based on MWFRS with additional C&C member (a) Continuous lateral restraint equally spaced on member. design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Right end vertical exposed to wind pressure. Deflection meets L/180 load applied per IRC-12 section 301.5. criteria for flexible wall coverings. Deflection meets L/360 live and L/240 total load. Creep increase factor Calculated vertical deflection is 0.67" due to live toad and 0.76" due for dead load is 1.50. to dead load at X = 11-8-13. • 4X8(R) Ill 0.5 _ 8X10BM T2 3X10= 3X10RE 1.5X4 R H0619R _ 1- a� 1-4-0 wm �� •:� 2-6-14 al41A - 441-6-0 3X5 III 8X8 4X8{R) IIIBz W2 H0514 3X10= 6X8= 14 5-8-10 6-0-2 >, 6-0-2 6-0-2• ?{ 5-8-10 1"12 t 2 5-8-10 f 6-0-2 I 6-0-2 6-0-2 I 5-10-6 lc 29-9-4 Over 2 Supports al R.1340 U-202 R.1340 U=207 W.2.751" RL-80/-29 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. 20 Gauge HS,Wave FT/RT=2`X(096)/4(0) 15.01., •t• Fs1 OR/-/1/1/-/R/- Scale =.25"/Ft. Tn uComponentsofOregon (503)357.2118 •• JNQI••nolo em mina gobs a THIS BRM111G1 �j 825 N 416 Ave Combos OR 97113 •'Ira4Alrt•• FIBMI711 11111 I 1NS Ill nu aennMelm DlwADlw rue IMIAua&. 64p ��30 N e�. TC LL 25.0 PSF REF R7175- 96025 tin retest Nisi,.of SCSI(bol in C.pano,,.t Lhsy Information.by fill RCA)l Ins one for w"Rarer y praaelasrprior[� 19575•' TC DL 10.0 PSF DATE 12/15/15 to p.rnpr.ing vase functions. Inoe.11...Nall pitwv I»te.p,rary Wooing per SCSI. Unless noted otherwise, !• / ,0111114, top chord nh. c l I hove properly attached strwwrill ahaathhp=Idabottom chord Nall have p a prorly attacwd x1910 toll ung. Iao.tl.ns.hent far pendia.[Iwral reetr.IN:her sobs Nall haw lr.olnp ins.'s.pow SCSI 'APIBC DL 10.0 PSF DRW CAUSR7175 15349197 ss[lon o p.57 or SIO,»appi lcable. Apply plats to..eh tad ar tress and pwltle"..shown aboe and on A i1 1L.,�f I �1�3 0^ i a she Jelinvw «s not.nrIed eat.._I». *e'er us*swings 1e0A_:fir standard plate positions. i;1612015 BC 11 0.0 PSF CA-ENG BFR/GWH Alpine. 0 division ITV Sulld,ng Companions droop Imo Nnli not be r.apensIblo for any deviation friss this drawing.any failure to build tum trump In oonr.r.ros with ANSI/TPI t. or for hadling. .hipping, OREGON -• — AN IrW COMRANY I..'lesion a Woo.,ar crews.. TOT.LD. 45.0 PSF SEQN- 241423 A soil en Snip dr.mlpp.r sorer pip hosing this irwelnS Iltelss ternipSap of professional anphr olpp I /l.f0.10' G g, re.psn.ISl lesolely for Ina aper,.Wren. tib oiltalel Ity and w of tela ermine for ry etrydlere 1e law `/ 1051 Roca.Cidan of w nussgrw , ...p. r1q &ere. lper Arns lMll 1 ...:. 0 t •N OUR.FAC. 1.15 91311115110,CA 95025 Para,.inforwatioo..w*hie ores••gp,.r.l nse«pap arid t»»..b.at..: SPAC 1 NG 24.0" JREF- 1 VMG7175ZO1 A11111e:.....Ipl nsl b.ew: TPI:.sfi.epinsc..r9; 111G1:PPP..bn inqu,.try.eea: ICC:.s.lnx..f..erg Rr1151br Dd.00011017 THIS OMG PREPARED FROM COMPUTER II0'UT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS NFR. (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - K2) Top chord 2x4 HF #2 :T2 2x4 DF-L 111&Bet.: 120 mph wind, 43.62 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF SS :B2 2x4 DF-L #1&Bet.: anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud DL-6.0 psf. Truss designed to support 0-0-0 top chord outlookers and 3.00 PSF Wind toads and reactions based on MFRS with additional C&C member cladding load one face, and 24.0" span on opposite face. Top chord must design. not be cut or notched. Right end vertical exposed to wind pressure. Deflection meets L/180 See DWG GBLLETIN1014 for gable wind bracing requirements. criteria for flexible wall coverings. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Deflection meets 1/360 live and L/240 total load. Creep increase applied per IRC-12 section 301.5. factor for dead load is 1.50. Fasten rated sheathing to one face of this frame. 0.5 _ 5X59 T2 yy�� i i,� 2-6-14 1-4-0 0B2 wo_L ■i I I 4_41-8-0 1 Or X �/'///// k29-9-4 Over Continuous Support .i R=90 PLF U=14 PLF W=29-9-4 RL=3/-1 PLF Note: All Plates Are 1.5X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(096)/4(0) 15.01.',,,.`' ��I4 OR/-/1/1/-/R/- Scale =.25"/Ft. TnlssComoonenbofOregon (503)357-!118 •MUNI M01••1FlOwemum AuNOTES wInos agwi11g1 ` (3(N� O 825 N 4th Ave,Cornelius OR 97113 "I FURNISH IRIS esus n Au COMMA/ORSllicuolw na I.rrAum. 0, o �. IC LL 25.0 PSF REF R7175- 96030 monde....quire.etr.se cr. In f.srlc.ting,Meiling.'hipping, installing and Swatting.Refer to end fond. 19675 the latest edition of SCSI (Wilding component Safety Innel..Ion. by»t and lna) ror safety p...tines prier . TC DL 10.0 PSF DATE 12/15/15 to performing Ohne functions. Install...,shell preside t.eper.ry bracing per SCSI. Unless noted otherwise, Al' '.;sherd.IMI I Lase properly.CtKIMd ay.Mtur.l ffwMl.0 and belts chord.,.a 11 tis••Pe.perly attached Igid ceiling. locations I•for p.r.=Mnt lateral restraint of eras ohm., hese bracing Installed pr SCSIBC DL 10.0 PSF DRW CAUSR7175 15349200 section Pl. Stn, es applicable. Apply pint..to fano of true.and psor lt..M es shown and._ands /—1 , llik i P 0 N flihe h r sed.fano M.Castello. tellers noted otherwise. Safer to dr_ings IlnA4 re..etrlyd plat.pee.tie.M. , ,-16/2015 OREGON BC LL 0.0 PSF CA-ENG BFR/GWH Alpine. .diuis.en of ITN building Car.enort.Group Inc.shell not be responsible for any deriet.en res this t� drawing. wry fellere to build the trues conformal.,confor .with ANSI/TP1 I,or for handling. shipping. TOT.LD. 45.0 PSF SEAN- 243443 AN TTN COMPANY Instal Dation.bracing.r c.-......A Mw I en this dewing or.ofer p1ge listing this Mewing, N .f R _ IndM1a.aleepinnwe pr. esiene1 ginsering 1 fin.20,tom aMY .e rp.n.1t111ty 1.iy far the ,y.ah .. The plt.. and d wee.f We drawing r any.tnWe..ro 1.the tilik 8351 Rant Cloth Iwspo..Ibl I Ib of=M 1w11girg Designerper 111111/TPI 1 SP..:. O I T , DUR.FAC. 1.15 slcrlgS.g,cAnAze Per mere r_ «Mlab's � oleos: :WI: pInot. : C:sive. iminCC: I.Hh.rs R.i+.wrode4419 O+l SPACING 24.0" JREF- 1VMG7175201 THIS MG PREPARED FROM COMPUTER INPUT (LOADS d DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115081--T1MBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - K3) Top chord 2x6 HF SS :T2 2x4 DF-L #1&Bet.: (**) 1 plate(s) require special positioning. Refer to scaled plate Bot chord 2x4 HF SS :B2 2x4 DF-L #1&Bet.: plot details for special positioning requirements. Webs 2x4 HF Std/Stud :W1 2x4 DF-L Std/Stud: :W2 2x4 HF #2: 120 mph wind, 43.54 ft mean het, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC (a) Continuous lateral restraint equally spaced on member. DL=6.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor Right end vertical exposed to wind pressure. Deflection meets L/180 for dead load is 1.50. criteria for flexible wall coverings. Calculated vertical deflection is 0.66" due to live load and 0.75'1 due to dead load at X = 11-8-13. 4X8(R) IN 3X711 _ 3X10m 1.5X4 NI 0.5 8X10 T2 5X5 • m..N.ar �r I 1-a 0 (a) 2-6-14 1 W1 62MA41-8-0 I 4X16(**) W2 8X8. 4X8(R) II H0514. 6X8ho 3X10= Lc-3-10-8-9.1 A1 -8-10 + 6-0-2 6-0-2 7014( 6-0-24. 5-8-10 1"12 l1' 5-8-10 6-0-2 6-0-2 I 6-0-2 5-10-6 E29-9-4 Over 2 Supports ){ R=1629 U.367 W=5.5" R=1322 U=205 W.2.751" RL=83/-28 Design Crit: IRC2012/TPI-2007(STD) - PLT TYP. 20 Gauge HS,Wave FT/RT=296(0%)/4(0) 15.01.1 +"' ' Fg OR/-/1/1/-/R/- Scale =.1875"/Ft. Truss Com of Oreon1503)357-.118 •eIR IN61••11FJ l AID raw ALL NOTES a nils uaemol ••1l01RANt•• Merle.T11a IIp111N T•Ni C7MI1ACIaa/INa)1M TIN 111s11ai115. d 825 N a n a��Cornelius o 97113 IN & �O TC LL 25.0 PSF REF R7175— 96029 T,t.sos rewire'nitres.ewe In eg Ceopting.heel. shipping. Installing new bracing.Refer to and fele. • TC DL 10.0 PSF DATE 12/15/15 the..test edition of nCtl (.ulldn.g Coon 1.o Safety Info,otien. by WI ens WA) fer.afety pr.ethn..prier�v. 19676 to...forgoing glee.functions. Leta lora shell provide teeperary bracing per PCSI. Mies.noted otherwise, / .41P.i tap chard shell hew properly attached strratura..h..Why and hottca chord shelf hero•properly*totaled rigid calling. laeatlens snow for p.re_r.t lateral rastrel,rt of nabs.hell have bracing Instal,.per PCS / n1� /SCDL 10.0 PSF DRW CAUSR7175 15349199 II �Q 1 **miens a.n or 110,es pplleMle. Apply plates to each fees of trop and position w slow.atone owl on A 1"�1 ^ ' the Joint Dotal Is.wawa rata ethwfl.e. IOW to drawings 160A-i fer.[.nerd plate positions. 1 'IWLO15 BC LL 0.0 PSF CA-ENG BFR/GMM \V.1 Alpine. a dlvl.lo"of 1111gillldig Cspon_t.Coup ho, shell not he rwpeolble fer w.y~et...free tele wowing,any failure to build the trove In room.with ANSI/TPI 1,er Ter handling. MipIng. f1 OREGON AN frW COMPANY Insnl lauon.wah,.g or oro.... A Seel w,tl.1.dn_lna....v.r per li..Ing tale drawing, I.d/..bse we.p.wo of pra/.e.I..e1 wginwrhrg ..t.,19# `'/ TOT.LD. 45.0 PSF SE{1N- 241395 naapelelel l My M1.Iy far the Wald,./.an. The ayltala l by 450 we of tale drwing for Way street:um I.the ��O A. -- M351 Rot=Circle f..pwwlal l l y of w YI IIIA.g..td..r per AilA51,....:, L; 1 .N DUR.FAC. 1.15 Sammeaw CA95525 For eee. Infer.etIen t..this lob's g.serel not..page end throe web sire.: SPACING24 " AIans O:w••e..lpllt..eee:15w 11 a .tpins5011 t•erg:11 : eeo.ebehw.try.ton ICC:ow.looser.... ReewalDM.C(5 997 .0JREF- 1`�/ 7175Z01 IP THIS OIG PREPARED FROM COMPUTER INPUT (LOADS 8 0IIVENSIONS) SUBMITTED BY TRUSS lee. (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - K3A) Top chord 2x4 DF-L #1&Bet. 120 mph wind, 44.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Rot chord 2x4 DF-L #1&Bet. anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC ]� Webs 2x4 HF Std/Stud DL=6.0 psf. ��r" }� Special loads End verticals exposed to wind pressure. Deflection meets L/180 il,,,�� (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) criteria for flexible wall coverings. TC- From 70 plf at 0.00 to 70 plf at 5.34 TC- From 106 plf at 5.34 to 106 plf at 11.35 Bottom chord checked for 10.00 psf non-concurrent bottom chord live BC- From 20 plf at 0.00 to 20 plf at 11.35 load applied per IRC-12 section 301.5. Wind loads and reactions based on !MFRS with additional C&C member Deflection meets 1/360 live and L/240 total load. Creep increase design. factor for dead load is 1.50. 0.5 3X5(R) 3X5TR 1.5X411 a 2-1-3 iiiii 2-6-14 i A 4_41-8-0 4X5m 3X5111 4X5(R) II 114'"12 1"12 5-4-2 5-8-10 5-5-14 5-10-6 401 11-4-4 Over 2 Supports ?� R=568 U=80 W=5.5" R=670 U=86 N=2.751" RL=74/-53 Design Crit: 1RC2012/TPI-2007(STD) g PRg PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01fG1N SFS, OR/-/1/1/-/R/- Scale =.5"/Ft. TnissComponents ofOeegon 503)357-.118 ••u& INOI.•Main Ando muss All Moles AM Inas maim 825 H 4iM1 Ave.CorneliusOtt 97113 •' MINIMM IMIN°""no Io ALL oarTMaas:PALINS»M ITAua , iii TC LL 25.0 PSF REF R7175- 96112 require netram tar. In r erlescing,h.nsllng, shipping. Installing end bracing. Saf r to end fall. 1WRISP the latest edition of SCSI (building Component Safety nr.A.tian. by 701 and WTCA) for..f.ty practices prior. TC DL 10.0 PSF DATE 12/16/15 to performing the..fuction.. anetal I.r.shell provide temporary bracing per SCSI. Unl.sa noted odinrwl... . dap chord shall have properly atteed structural netthing end bottom chord.tell have.properly attached rgd ailing. Lao-tions.neon for pereeent lateral restraint of webm shall hove Natl.., I'Installed per SCSI is pSlBC DL 10.0 PSF DRW CAIJSR7175 15350045 sections SI.87 er S10, es epptlo.bl.. Apply piots to Nth folio of trine ad Poeitlen—.ira.n.above end an ALPO N E the hint Decd le. unless noted othernl-. Safer to drawing.I.CA_S M standard pieta tydeviation positions. BC LL PSF CA-ENG BFR/GWit Alpine. .divisiur or 17W Mol tding ice. In nt.group Ito.dull not be fee for hie for env deviation Aron.till• drawing, any failure to Wild w truss In conformance etch ANSI/TP1 1.lir far handling. .hipping. A REi30 _� AN ITWQDMPSINY inatdil.tI.n♦bracing or truisms. ftit A..al w this drwing or wear pyo lingiO Pis domino, Indaee..moonton..ar pror...Ialal.nghetrlhg \\.„....1.1612011;01 R •so,++ TOT.LD. 45.Q PSF SEQN- 243447 r.apah.lblllay solely far eho wlon.1.nh. Te aploobl lap and h..or chit bowing tar ow.er.atura la ens 5351 RotsiCUele05 1bihity or eh.M.qd-y awlgrar pre ANSI/IM 1 S.o.i. ODUR.FAC. 1.15 Stcrme+d.canS1A Per—r.lnre,..tien...tel.gate o.,er.I oat—page t,a....bait-: SPAC 1 NG 24.0" JREF- 1VMG7175Z01 AIPIN[:w.alpinsiv.aw:Tel;ww.tpi,ere.org;patA:ow.ndglrrtlh,.try.ea: ICC:,lm.h<eesh.org _--- RenewalDM•1410/21H7 THIS DWG PREPARED FROM COMPUTER IIPUT (LOADS A DI YENS DNS) SUBMITTED BY TRUSS IFR. (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - K3AD) Top chord 2x4 OF-L #1&Bet. 120 mph wind, 44.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #1&Bet. anywhere in roof, RISK CAT II, EXP B, wind TC 01.6.0 psf, wind BC DL.6.0 Webs 2x4 HF Std/Stud psf. Special loads End verticals exposed to wind pressure. Deflection meets L/1B0 (Lumber Dur,Fac.:1.15 / Plate Dur.Fac..1.15) criteria for flexible wall coverings. TC- From 70 plf at 0.00 to 70 plf at 5.34 t TC- From 106 plf at 5.34 to 106 plf at 11.35 Truss designed to support 1-0-0 top chord outlookers and 3.00 PSF BC- From 20 plf at 0.00 to 20 plf at 11.35 cladding on one face, and 24.0" span on opposite face. Wind loads and reactions based on MWFRS with additional C&C member Bottom chord checked for 10,00 psf non-concurrent bottom chord live I d design, applied per IRC-12 section 301.5. See DWG GBLLETIN1014 for gable wind bracing requirements. Fasten rated sheathing to one face of this frame. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load Is 1,50. • 0.5 1 0 0 0 0 0 0 0 0 0 0 2-1-3 2-6-14 0 0 0- 0 0 0 0 0 . 0 0 X41-8-0 . ///////////////////////////////////// 1"12 14- 11-2-8 J 11-4-4 bi Inc 11-4-4 Over Continuous Support sl R=109 PLF U=20 PLF W=11-4-4 RLm7/-5 PLF Note: Ali Plates Are 1.5X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) ,EO PRO1 . PIT TYP. Wave FT/RT=2%(096)/4(0) 15.01.► d ,itc, OR/-/1/1/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503)357- 11B ••MIINBI•• mire me rows.ALL nom al nus gmwlm)1 R.� • B25 N 4th Ave,Cornelius OR 97113 ••Il,Rrmrt•• MONISM 1MIS 011011110to ALL lxmlWIme Imxlmle `nw INSTALLERS. 9 quTC LL 25.0 PSF REF R7175- 96113 True...require extreme ear. In r brieetlro.handling.snipping, Installing end bracing. Refer to and rolled 19675TC DL 10.0 PSF DATE 12/16/15 1•t.ss edition or mail (building Component 1.fety Information,by Tel.pe RCA)for safety precut..prior /, to perrormlrg thele lunation, Installers.hell provide temporary bracing per SCSI. Unless noted otherwine. - op chord',heti Moe properly ettlded structural eheethIng and nettem chord shall have a properly attached 1510 tel ling. Ian.tlo.n sloven for pefem,w.e laurel rwtrelnt of.abs shell I1eee braolrd Instal lad per SCSI ,LM ' (� Gloms syn bl ar HO,w rippl ICabl a. Apply plates Co..um rete of 1.16/2015 BC DL 10.0 PSF DRQ CAUSR7175 15350046 ■ft PO^ I islet 0.11=11..oni»w noted ou ..... afar to drsing.160A-S far 00.50.N lin.pn ati ; fee this I p pe'Itlaw. OREGON BC LL 0.0 PSF CA-ENG BFR/GWH rewind. a yl failed sr I51 Run the Ina. neCos trey,Inc,.hell a nor ee ran ens dppint.en free Uls rang. airy/allure to bump elm.truss in eanfernaea.with AM61/Tfi 1,or Co.-nheMlerg. Mlppinp. �f AN ITWCOMI1,NY 1...t...;lotion A bra.irg.f tr.,..a. 9 .40,0016 fr, TOT.LD. 45.0 PSF SEON- 243449 cel on this Irwin,or weer pomp flirting this Wooing. loOlooM.�s.pg�mpr N pr fewl.n�l.reln..rlly .61 rwprontilty wN/y for ted Amigo Oho.. She mill:Wiley aro solo•• the.Irwlna far rry Rr1eWm I.p o OIL p f lei 5351 Roves Circle rwpr,eibl Iity.f tab,.1 Hen,,..Igrw per ANSI/1,I 1 s...2. DUR.FAC. 1.15 Snte.ew,CAssxm For mer.Infer-motion eve this Joe••general nates papa and those web.,t..: Roomed Date•I32/17 SPACING 24.0" JREF- 1VMG71.75Z01 ALPINE:sw..lpinsit..ta.: TPI. aew.tpinet.arg;RCA:ars.abe1neu.tryoo•: ICC: eve.leesere.arg THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. 1115081--T M -- -TIMBER TECH FRAMING - -BURNHAM-ASH/BLDG 1/ EASTTIGARD, ORK3AP) Top chord 2x4 DF-L #1&Bet. Negative reaction(s) of -2249# MAX. (See below) from a non-wind load Bot chord 2x4 DF-L #1&Bet. case requires uplift connection. Webs 2x4 HF Std/Stud 120 mph wind, 44.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Special loads anywhere in roof, RISK CAT II, EXP B. wind TC DL.6.0 psf, wind (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) DL=6.0 psf. TC- From 70 plf at 0.00 to 70 plf at 5.34 �c{L TC- From 106 plf at 5.34 to 106 plf at 11.35 End verticals exposed to wind pressure. Deflection meets L/180 -r`' BC- From 20 plf at 0.00 to 20 plf at 11.35 criteria for flexible wall coverings. Wind loads and reactions based on MIFRS with additional C&C member Bottom chord checked for 10.00 psf non-concurrent bottom chord 've design.9 load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep Increase factor for dead load is 1.50. 0.5 ___ 5X5 3X5(R) 3X5s 3X7 IU 0 L 2-1-3 2-6-14 i —_ +41-8-0 3X5r= 3X5 ms 3X5 pl 4X8(R) M 1"12 1°12 5-4-2 4-8-2 1-0-8 1 2 5-4-2 4-8-2 1-2-4 lc 11-4-4 Over 2 Supports 7-1 R=568 U=80 W=5.5" R=3022/-2249 U=1759 W=4" RL=74/-53 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=296(0%)/4(0) 15.01., •t'_g g !�� OR/-/1/1/-/R/- Scale =.5"/Ft. Truss Components of Oregon {503)357-111R •9WWMIWa1••Pus me FOLLOW ALL NOTES a 1111S oawmsl �j I N 825 N Sine Ave,Cornelius OR 97113 "I + MINIM Mid°"�("°T°"u e°rn"o'°lu I"nu°Iw na Isrnuns. 00 �d e. OZ TC LL 25.0 PSF REF R7175- 96114 Tru...s require watraw cars In r b.Ia.tIrg.ISMIing.shipping. installing end bracing.Refer to and follow tta l.twc edition or ge31 (S.1 lding Component safety loftWYtian.by Tr1 and Ola)for safety pr.atl.en prior��. 4�6 TC DL 10.0 PSF DATE 12/15/15 to performing these roplrInstallers ata fit r provide temporary bo trot lag dor all .leu ery otherwise. �s topMora Snell I..fs properlyn atcal.a.strusono. -al*thing and at tomant elver)shall hew a properly attached BC DL 10.0 PSF DRW CAUSR7175 15349278 rigid calling. locations dream for permanent I I .int of ern Mali neve bracing ln.Si,..,the per dCSI /_ A L P�N�' ..Eder 03.07 gid..a.pollosble. Apply plate,to..M face of crus and'ambition es n above aro M ted.k:.petal,... 7:-.T........,...,...... afar to dr Ingo,gut_:far staid:d pl;e pe.ItIM.. 1%1�6.//t2/015 BC LL 0.0 PSF CA-ENG BFR/GIN Alpine.a dl fl.lur truss Isms Gel.Ino.•lull rat ber..pforlbI.far any d.oinyrs ala OREGON drawing.any tailor,to..fled tl.s In n.nforawK-with AS31/Tpl 1, or for hiadllnp, shipping. A, AN ITW COMWWY lnst.11ateen..roclag.r trw..a. �g �► TOT.LD. 45.0 PSF SEAN- 243452 A awl w app ironic,w OWN nags fisting!hie Arming, Indirw�eigunes.p prepopplanal engineering ib A.20001 r-apae.lbl liar wl.ly ter U.dapign w.... Ter.river lir w the of rib draping far any strtlnwr.I.U. 8331 Roma Cade reep..lal l led of the gal ring Designer par 1111iIrn)1 See.t. 'rot g T .N DUR.FAC. 1.15 se.a.dgdb,cA rn14214 ALPINE:sfiilpiwitr Atmel:a"mow..ttp`inet.org°�mrA::m.stmn st°ry` ap:CC, ...aa..r..org p.ps(�Dyge 7 SPACING 24.0" JREF- 1VMG7175Z01 (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - K3X) THIS DRG PREPARED FROM COMPUTER INPUT (LOADS&DIMENS IONS) SUBMI TEED BY TRUSS MFR, Top chord 2x6 HF SS :T2 2x4 DF-L #1&Bet.: The maximum horizontal reaction is 2498# Bot chord 2x4 HF SS :82 2x4 OF-L #1&Bet.: Webs 2x4 HF Std/Stud :W1 2x4 DF-L Std/Stud: 120 mph wind, 43.54 ft mean hgt, ASCE 7-10, CLOSED bldg, Located :W2 2x4 HF #2: anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind B DL=6.0 psf. Wind loads and reactions based on MFRS with additional C&C member design. Right end vertical exposed to wind pressure. Deflection meets LI 8O criteria for flexible wall coverings. Calculated vertical deflection is 0.65" due to live load and 0.73" due to dead load at X = 11-8-13. (a) Continuous lateral restraint equally spaced on member. SEE CALCULATION PAGES FOR LOAD CASES NOT SHOWN HERE. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 3X7 EI 4X8(R) IA o.s 8X10- TZ 3X10W 5X5m1 5X7(R) BI + H0619sm W2 W- 1-4-0 . 111111 16111 I • _.--...m1111002-6-14 _L W1': _ 41-8-0 1 3X7111 8X8 4X8(R) B H0514= $23X10- 4X8- 5X7= L-3-10-8--)J 1"1z 5-8-10 4. 6-0-2 12 ,� T 6-0-2 7Ir 6-0-2 T1{ 3-11-10 A 9 �" 1 2 5-8-10 6-0-2 ' 6-0-2 6-0-2 3-11-10 'i-10-12 c 29-9-4 Over 2 Supports d R=1629 U=367 W=5.5" R=1322 11=205 W=2.751" Rh=2500/-2500 RL=1881/-1881 Design Crit: IRC2012/TPI-2007(STD) , P_ g PLT TYP. 20 Gauge HS,Wave FT/RT=2%(0%)/4(0) 15.01.0 OR/-/1/1/-/R/- Scale =.1875"/Ft. Tress Components of Oregon (503)357•'.1 l8 **WARNING ••MEMO Pao pmaag MJ.scrum m a Tmis awnwsl 825 N 4th Ave,Corneum OR 97113 "' ^""""TM's "I 10 ALL 11161.111111111116 ISCI L em. �< viO IN FCl`� 0 TC LL 25.0 PSF REF R7175- 96115 Tr-tames rewire metra.*mire In fabricating,handling. Shipping. Installing and bracing.refer to and follow '19675 the latest edition or SCSI (Wilding Cs.P,.ant Safety Iore..„tion. by Tel ane SCAT for safety l„....,t.n Prier TC DL 10.0 PSF DATE 12/15/15 to performing theme functions. Installers shall provide temporary tracing per SCSI. Mlles.noted otherwise. e cop d.ard.hall have properly attached stn.*tnra,sheathing and bottom chord.hall haw a properly attvh.d rigid telling. Loestl..,.*helpn for permanent later..restraint of webs snail have bracinginsulted '� DRW CAUSR7175 15349279 •ectle,..m, 51 or ITO. es applicable. onm. / BC DL 10.0 PSF A IL O N la— the Join Debella,unless hired eche..,.., Ito.on dra:�f�.r for .�pit l ,tposition,. .SCSI 11015 drawings l no y .t...rd plate ny deviation BC LL 0.0 PSF CA-ENG BFR/GWH Apple...deal.,..of iv.Building Components Gen..Inc.roll not b.raspwalei.for•r9'ee.iae,en fro.this OREGON drying,any failure to poled the truss In sanfare.o,ce with MIS!/T►1 1. or for handling. snipping. n' AN rrwcoA COMPANY ,w.t.,lmtian.bracing or trusses. TOT.LD. 45.0 PSF SEAN- 243454 A...I.w Ulla*MOMS.r....r I.N.I!nine Was drawing, In.laaba....bow of prN.aai..l.ngl. ..I -V M.2p,t� G'A reap.■u1IIty*Moly for u.Meta Omen. me...Mobility w ww or mle o..Il he wp..trum:or. m. Nv DUR.FAC. 1.15 Rist RagmCm9e r..p.,.Ibllly.f the Mulwl.g g.*lgmar ger MIIrn1 1 I...O. T Sfatlrlsno,CA95R2R for were information.w this Jabs general emcee page end theme web site.: y��a...e�♦ /� �tr� JREF- 1VAIG7175Z01 ALPINE:a.a..lpin.lt..ea.: TP1:tw.tpinst.erg:RCA:ww..belrM.try.aa.: ICC:�.Itc.af..arg D.Mi..ao.. SPACING 24.0" (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD. OR - K40) ills orG PREPARED FROM COMPUTER INPUT (LOADS&DINERS IpLS) SUBMITTED BY TRUSS mFR. Top chord 2x4 HF #2 120 mph wind, 43.20 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud DL=6.0 psf. Truss designed to support 0-0-0 top chord outlookers and 3.00 PSF Wind loads and reactions based on *FRS with additional C&C membe cladding load one face, and 24.0" span on opposite face. Top chord must design.not be cut or notched. \42-1".\2 See DWG GBLLETIN1014 for gable wind bracing requirements. In lieu of structural panels use purlins to brace all flat TC a 24" OC. Bottom chord checked for 10.00 psf non-concurrent bottom chore live Deflection meets L/360 live and L/240 total load. Creep increase factor load applied per IRC-12 section 301.5. for dead load is 1.50. Fasten rated sheathing to one face of this frame. 0.5 4X5(R) III ■ 8- e- 1 i I r ■ 1-4-2 1-8-9 G 0 C -0 D 0 0 0 41-8-0 7////////////////////////////////// e-1-5-6 .1'4 8-11-2 1 L. 1-5-6 , 8-11-2 ,J f10-4-8 Over Continuous Support )1 R=90 PLF U=14 PLF W=10-4-8 Note: All Plates Are 1.5X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01.p .':'y 4 lc6� OR/-/1/1/-/R/- Scale =.511/Ft. Truss Components of Oregon (5031357-!118 •• •• I Net••REPO Atm MAW ALL NOTES at mos aurum to GINeo 4th R 1 nra(rwn•• ROOM MIS a�lal(w TO au cONEWIaa n(aw(w THE(wnauns. G F O TC LL 25.0 PSF 825 N Aye,Combos o 97 13 C� F� REF R7175- 96041 'Tresses require eatrsw tate r„riatlrg.handling. ,hipping. Intal line and bracing. Rare,to follow 19675 tM TC DL 10.0 PSF DATE 12/15/15 l.twt&dicta.of OCA/ (Wilding Ca.pc. and rix s .Sar ty Infatuation.by TPI UTCA) r safety greet....p , to performing thane rinctions. hoteliers tail provide temporary bracing per SCSI. Mains noted abhor-wino. top Seers shell hiee properly attached. c.ral.h..ehinp and sottoe sshell 11 have,properly at-caches 1 BC DL 10.0 PSF DRW CAUSR7175 15349211 rigid wiling. Laotians•loan for p.r.enent lateral reattain of webs.h.11 haw staging I..talled par SCSI es ,4 � seat 53, n at pts. w applicable. Apply letplatesto r.ae or t„., pa.IClts al.,.ea .bate don on tM Joint°'tall-. ,wane,nat..ath..'l.a. Rarer to dr" le0A-:for Standard plat.pooltlene. 1 '16/2015 BC LL 0.0 PSF CA-ENG BFR/GWH ne7 W Alpine. .division or I1 ,IaComponents Crap Poo. nota „ ing Componts Crah .M.11 responsible for w deviation from cher drawing, any tel m build the trots in soero...nte with ANSI/TPI 1.or raw handling. .hipping, el OREGONAN ITW COMPANY Install lotion&bracing or tresses. .11 TOT.LD.. 45.0 PSF SEQN- 241461 A ow.n this erwhlp erWi lienar paw Miele.iel,, le dneal.phighball. or AmormAslessI.ylm.rlro 9� es.@9,4111/b 'e nl reaeaalbh l Ita widely per Oe Peelle.wit. 1,I.elate*I Mr.,d hien or Oil*Iwin r 'e..".l y.,rmaxm 1a tAe O p e • .g N DUR.FAC. 1.15 8351SI � reme .lbIlley.r She W /1Moline,per AAsrmi 1 S...[. 3&vmglb,CA 93R1R i4D15.,0w 1pinelt�oe.791:": ..ttplstt.org:VISA._..rrclnmwnc ye.a�o..�.Iwww.:lcaa.re.nrg ReinwSOWrAMIN 017 SPACING 24.0" JREF- 1VMG7175Z01 THIS DIG PREPARED FROM COMPUTER INPUT (LOADS L DIMENSIONS) SUBMITTED BY TRUSS WR. (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - K5) Top chord 2x4 HF #2 120 mph wind, 43.24 ft mean hgt, ASCE 7-10, CLOSED bldg, Located But chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind IC 91=6.0 psf, wind BC Webs 2x4 HF Std/Stud 01w6.0 psf. (a) Continuous lateral restraint equally spaced on member. Wind loads and reactions based on MWFRS with additional C&C member design. In lieu of structural panels use purlins to brace all flat TC s 24" OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord li • Deflection meets L/360 live and 1/240 total load. Creep increase factor load applied per IRC-12 section 301.5. for dead load is 1.50. 0.5 4X5us 5X5= (a) 2X4 Ill 1L- _. 14 1 1_5_2 01-8_g 41-8-0 __/__ 3X5 III 4X5! 4X5(R) 8 3-5-6 wfc 6-11-2 6-11-2 `l L_______ _______-5-6 _I . 6-11-2 J lc 10-4-8 Over 2 Supports R=467 U=69 R=467 U=71 W=5.5" Design Crit: IRC2012/TPI-2007(STD) .QO PROpe. PLT T P..otaWave ( FT/RT=2%(0%)/4(0) 15.01.', f . s1* Ao. OR/-/1/1/-/R/- Scale =.5"/Ft. TrusComponents N4fhAve,of Oregon 503)357- 118 'e•1M�le'a, ""p a ALL WITS(Al10 TMIs maim 0• N eFiQ REF R7175- 96040 825 97113 "Il/alfM7•• """"",III:'""^"°T°Au ogM,..cI...lmCl,blM.PIM Im.,a1i1U. TC LL 25.0 PSF Trusses require extreme car.In rabriwtl,q,b ell n..shipping. Isull,hp and brae) ,�� TPI .ty p c `elle. TC DL 10.0 PSF DATE 12/15/15 I•t..t ng then of.CSI (Building II.vanshe Safety00(e tempe er,by olo MCA)for.•f ey ted.ttos Il... • �I perf.d lh.theme flotations. ),seal los Mall provide ng end bracing per.CSI. a les noted etwrelw. chary shell bare properly.tt.clrw Krrtunl enmeshing a11d beets eFenW shell Irw•preps properly a[esehr•d rigid CO"... Location*slow,for percent Iteral restraint of sobs shell hese brae) / ' BC DL 10.0 PSF DRW CAUSR7175 15349210 installed per sol 1-16/2015 1"1 there 03,.7..unless s ote I ewle. Apply perms w each r tors end pedicle rose shame end on A P N AlpiJoinne. pdtai l0 of 17 retd g cep.. Referte i...lngstoo,1011_;e r standeepansira phot.positives. OREGON BC LL 0.0 PSF CA-ENG BFR/GWH Alp ills.•diol division of 17W Building 01,. 0..I.,nes Group Imes Melt net a re.pwe,I .for any aes,K lap rose this A wring,any f.Ih.e to build the tors.In conformance with AMS1rtre 1. or ger hedlig,shipping. AN ITN cOMIM.NY in.tel)Kedge.br..Iog of crease*. d/ -11.2o0019% ''f TOT.LD. 45.0 PSF SEQN- 241458 ....../gosh).or.neer pees I ltIm tlN.drawled, Irdle..e.••••plow•.f pr.9...lereh e.gl..rIng -0L - .N 10111110.)slag for thio dwlyn damn. ,no suld►I l ioy and ono alb do oIn.for.may stroma re I.the . T 0351 Roma Cvdl 10111„r.r the diol Idlrg['enflame per ARlrnl,sees:. DUR.FAC. 1.15 Sacramento.CA 95828 per mere Information see this Job's gene'"notes page and these web mites: Rww.lall°.1..m0/2017 SPACING 24.0" JREF- 1VMG7175ZO1 AVIlCs 1 w..lplreit..cs:7►I:ew.tplsGw t.erg:., :e .sbolsAswfo try.o { ICC:__e.lccea .arq (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - K6) THIS DAG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 120 mph wind, 43.28 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere In roof, RISK CAT II, EXP B, wind TC DL=6.0p sf, wind BC Webs 2x4 HF Std/Stud 01=6.0 psf. In lieu of structural panels use purlins to brace all flat TC t 24" DC. Wind loads and reactions based on MWFRS with additional C&C membe design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load Is 1.50. 0.5 3X7(R) III 5X5=' 1.5X4 III 1 - 1 1-6-2 1-81-9 6 1 .. 4 41-8-0 3X5 f0 5X5 4X5(R) IU 5-5-6 4-11-2 5-5-6 4-11-2 5-5-6 4-11-2 lc 10-4-8 Over 2 Supports R=467 U=70 R=467 U=71 W=5.5" Design Crit: IRC2012/TPI-2007(STD) .0)PRO/a PLT TYP. Wave { ) FT/RT=276(076)/4(0) 15.01., + F49�p1 OR/-/1/1/-/R/- Scale =.5"/Ft. Truss 85Na4ihAveCfo� JssO(X3113�I16 ,rl MINIM ,E� OAIMMICIIMS IInils jesm ME l !1"tF,� 'i� REF R7175— 96039 Trns.es r..aits aatrama oar.In fMbricatinghandling,�shippl Metalling and ��.'" '..Rotor to and,ilia O TC LL 25.0 PSF the'Most edition or P31 (wiid1.g t.rp•nale S.raty information.y Tni and MCA) for safety proct,Mc.prior TC DL 10.0 PSF DATE 12/15/15 to p.rrar.ing tow Motions. Installers doll provide temporary Mooing dor SCSI. Unless noted etlw.l... 1r top Mord Mail haw properly ottachod otruttlr•l M..tnlny and bottom chord shall haw o properly attached all r BC DL 10.0 PSF DRW CAUSR7175 15349209 rigid wiling. I.eoetlane Man far p.rwrsnt lateral rostre,nt of webs Mall/ova bracing installed per SCSI c' ae.tlona N,lT or BM. es appl Mable. apply piste.to.ash roe.of truss and position se mom above and on I.;1612015 Aone Join.I:Mails, unless noted nthnr.ies. Rorer to drawing.1dGl(_Z for,taM.rd plat*pooltle.s. V!L BC LL 0.0 PSF CA—ENG BFR/GNFI 11—.17/3g 1 /Opine. s dlv...on of ITV lu,Idi.q Ca.penano Group Int.smell rc. fee han any opinion from this OREGON drawing,any failyre to Wild to tow•in Molfenwmaa with ANSI ml 1,or for handling, shipping. oa, _ AN ITWCOMMNY ,wton.cl.n b br.oing of tome... 1, e.2ir1elb TOT.LD. 45.0 PSF SEQN- 241455 A peel on NIo drool..or weer palm liming Ni ignoring, lndlo........pt,..or w proflooll.ngI. .riny r..p..lm111ty wily nmohm,.ly par ago MnThe.ultaNw N *woks,.. ,, ty and .f le 1for My strrCtoro Is O� 83s1 Rovgm Cock .. ..Pblilty or w Ylldi g Melons,per.leb/fOI T sweat. T e DUR.FAC. 1.15 s.mento CA9512R ALPINE::ern�.*Inform. fes`;n op.tins.jab•a gams....too poli•And[boas nab site.: N.Iiltlla baraorjob7 SPACING 24.0" JREF- 1VMG7175Z01 •p aa,.p orV%MA:wp.abo,Mwtry.cm, ICC:....Ittoro.org THIS DWG PREPARED FROM COIPUTER INPUT (LOADS A DIYENS'ONS) SUBMITTED BY TRUSS MFR. (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - K7) Top chord 2x4 HF #2 120 mph wind, 43.32 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud DL=B.0 psf. In lieu of structural panels use purlins to brace all flat TC s 24" OC. Wind loads and reactions based on MFRS with additional CRC member/ design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. • 0.5 4X5se 5X5 1.5X4 D 1mom 1 1 1-7-2 1-8-9 t l*:/ . _ .----1-1: *41-8-0 3X5 III 4X52a 4X5(R) 8 7-5-6 7-5-6 2-11-2 2-11-2 I I- 7-5-6 _I- 2-11-2 -.,J Ic 10-4-8 Over 2 Supports 'I R=467 U=70 R=467 U=71 W=5.5" Design Crit: IRC2012/TPI-2007(STD) ,eP PROF PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01.# h `On OR/-/1/1/-/R/- Scale =.5"/Ft. Truss Componen s of Oregon 1503)357-118 •114/81111101.•MAO no RAJA wee ems of noaurlllel x v•EF O 825 N 481 Ave,Colnehus OR 97113 •'tom'• MOM I TI M OWING TO'ILL COOVOC1nM IMCl1bIA M 1111T11LLOw. IC LL 25.0 PSF REF R7175- 96038 Trusses require.Ytr..ear.In firio.tlng,bldil Mi pplep. Instal ling Id.r.e1 19575 Oh.l.teat edition or SCSI (Solidi.C-5en.nt S.I.ty Info...Ism. '7'sty co and follow TC DL 10.0 PSF DATE 12/15/15 to poi-forming thew M.tiaA. Instal l-....0.11 by TI and RCN ler as sn tr.eo her prior �1 provide ng endndsbo bracing per SCSI. IMI pr perty attah rigid,Aiiihk, cep elerd Mel/nose properly...eh..d.soon-t.rol.Ie.tnlng score chord ell la..�p properly attached /� BC DL 10.0 PSF DRW CAUSR7175 15349208 wiling, location.then for perm..I.t.r.1 trains or wed shall dew awl Installed per SCSI .4 L_-Pfl N g .wtl�e el e, w wlln.,tbl.. Apply past".to web red.of treed rd pi.w ration.b...d-n 1.16//2015 pr. 0.0 the int, nacelle,soIls.natil omerolw. Iris to ermine.lino-z for standard plea pwltla.s. OREGON BC LL PSF CA-ENG BFR/GWH Alpine,•a division of Ill!Building eo.panwt.Group Inc. stall a ror for handling, for.,y dpping,on Ti..this A drawl., failure to build the tries In conformance with.IISI/WI I.or for handling. .nipping. AN rrvicomnsNY in.talistion a.teeing.f vv.., lAtb IN.1ol1st' TOT.LD. 45.0 PSF SEQN- 241452 A Peel.n IMO ermine Ni weer pogo Ilse/ng Mls doming. Ildla.w.wurtg,q..f pro?...l.n.l rs.p.11.leilley solely for tad dssignl Own. 1110 wlYltld and woo.f MIs drwl f e elssins lo O f ` .�Y PSI Roma Oak r..pnrlbI I Ib,of Me ghl Idl.g w.lgn.r per Iaft/SPI 1 fee.$. ng oro la en. i DUR.FAC. 1.15 SiumnAda,CA 990 Par ser.Information.»til.J-.'s..er•I net.pair end tn.,.men alt-.: Rwldfh.rod.omwm lT SPACING 24.0" JREF- 1VMG7175Z01 IIIDINE:w...lpin.id.ow;TPI:-w.tplwt.erg:Mai reel.abeindustry.-w; ICC:s...leewf..erg THIS DMO PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUI TTED BY TRUSS MFR. (1115081--TIMBER TECH FRAMING —BURNHAM—ASH/BLDG 1/ EAST -- TIGARD, OR — KB) Top chord 2x4 HF #2 120 mph wind, 43.36 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud DL=6.0 psf. In lieu of structural panels use purlins to brace all flat TC a 24" OC. Wind loads and reactions based on MWFRS with additional CAC member (] design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets 1/360 live and L/240 total load. Creep increase factor for dead load is 1.50. • 4X5(R) IR • 0.5 3X5iRE 3X5= 3X5 1 mimmmm — 111111M1 _ - 1-8-2 1-8-9 l' lin EiMil ] 3X5 III 3X5m 3X10= 3X5 III 4-8-11 4-8-11 11"2 4-8-11 4-8-11 11"2 L. 9-5-6 ,.J 10-11-2 1 Ic 10-4-8 Over 2 Supports R=467 U=70 R=467 U=71 W=5.5" Design Crit: IRC2012/TPI-2007(STD) . PROF PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01.• ") FStr OR/-/1/1/-/R/- Scale =,5"/Ft. Truss Components of Oregon (503)357- 118 e•mLwmal" IFA No f1XLL00 au.wits a 7MIS 001NMo1 (3lHE O ••IlO�TNIT•• 1IRrg11 7w1!MMS TO AIL O011MC, IMCiY0110 TIE INITAL1 6. F TC LI 25.0 PSF REF 82$N4 Ave.Cornelius OK 97113 Trusses require..tr...ow. In r.srlt.t,,..habiiry.Myping. n.t•ili,.end br..l.g.Refer to and fellow O 0175 TC DL 10.0 PSF DATE R7175- 96037 edlt,en or SCSI (•ollding Ce.penent Safety I.rww.t,o., by tot w.RCA) for sa.aty practieas prier w p.rferwing Meow flwtlwn. Installers shall prerlde coperery bracing per 6011. tiniest not.d told/role, p chord N.11 have properly•tta.ra wtrutseral ahaaMlrg and bottom Mord Mall have•properly...ad w laid calling. (,mations Mow,for forefoot later.. ra.tr.lnt or se.Mall he.bracing Installed par SCSI I �, BC DL 10.0 PSF DRNI CAUSR7175 15349207 tlen%63.R or SIO,a.pplleable. Apply plates to aa..face of truss and pceltlon ss shaven above and on ha Joint dotal..onions noted etlwrwl... Refer to drntinga taOA-Z for et/ward plat.position.. 1.1 6/2015 BC LL 0.0 PSF CA—ENG BFR/GWH Azi[UPI]N Alvino,a dir 1.nen of 11•gull/ling Components strop Inc.shall b..espenslrl.for.ay swl.1,1,from inl. OREGON wing.any feller.to build Cha tress In contort...a with AMS1/TY1 1.en for hndIInp, shipping, It AN ITW COMPANY ini6i11a01an a"" "1"ior trams• y y„ z0r�� • TOT.LD. 45.0 PSF SEQN- 241449 •• M Moly.ls draull.K••••••me Unity this*ming. IMlrtw••a• .•N M .ew pr•eb.wlal• l rinp leltity»Moly fee M tftil •Ien n. e sulta�lilty ef this drawl..M wry sVuah�1.the WI. T jt OUR.FAC. 1.15 MI Roma CircleIbllIty the Wilding 64MTair w1I0. NN r p•. I/IPI t!ma. 0 sem'°°-cn's6n` far aeroin.oy,, PIon.s `tpi.eberg"STCA wow. °•°a "hese eta ownIC'Ito.` R,,,.,,,IDi.Bje 2017 SPACING 24.0" JREF- 1V�1(',7175ZO1 ALrI ME,ww.alpi roltw.os:»I:esus.tpin.t.org:FICA:w.a.abs ina.try.a.w: ICC:w..w.leowM1.arg I THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS Mm2. (1115081--TIMBER TECH FRAMING -BURMIAM-ASH/BLDG 1/ EAST -- TIGARD, OR - K9) Top chord 2x4 HF #2 120 mph wind, 43.43 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP 8, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud DL=6.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MFRS with additional C&C member R load applied per IRC-12 section 301.5. design. Deflection meets 1/360 live and L/240 total load. Creep increase factor Truss must be installed as shown with top chord up. for dead load is 1.50. ‘ .,?:::/// 3X5= 1.5X4 III 3X5,4e 1 1-9-2 Y __ -40_41-8-0 41-8-0 i 3X51U 3X10= 3X5 In 1"12 lit}� 5-0-84. 5-2-4 5-0-8 5-0-8 1' z I` 10-4-8 Over 2 Supports R=467 U=71 R=467 U=71 W.5.5" Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.O1.*,.':' 4 F0.& OR/-/1/1/-/R/- Scale =.5"/Ft. Truss Components of hm 085971137-fila ••MWMIMOI••Rano poo MUM ALL Notes a ibis ae0lrel E1 �O TC LL 25.0 PSF REF 87175- 96036 825 N 4th Ave,Aye nRvrlwre• nl��w mita IMMO 70 Au CONMAlras MU/DM M of IgTALLOS. (?0 Q N Trusses rouble*.atr.w.care In fabricating,ondl,ng.shipping. /nstolilog and br.clng. Rorer to and follow 10575. 41 i • d..I.tann ngeditionem of roil (sidle...Compodose shote, Safety information.by TPI-a atca fee safety practicesor briar , l TC DL 10.0 PSF DATE 12/15/15 to pas-fanning these fw,etlw.e. Inwta/ltn dril prwld.temporary bresiq par SCSI. Brides.mecca eeher.iwe, ' tap chore shell lave properly attach.*atrwetural sh..thing and bottom Mere ds11 hove.preps,,attached / . 0111164, rigid Ceiling. locations d,e.n for permanent latera,restraint of wept dell hove bracing Installed per SCSI MO % BC DL 10.0 PSF DRW CAUSR7175 15349208 A�PD N feat los 63.a7 or ma noted Iother apply pontes dr each raw tows and pweltlae ma dswe above and en � O oho Joint Details.nw,less nate.etls..ima, borer to?rine¢lspa-i for it..,sard plate pweltom.... 1 '1Lg015 Alpine.a dlvladcn of In building C.epeno.t.Bray Ins. dell not be responsible for carry emotion from MIs WL BC LL 0.0 PSF CA-ENG BFR/GWH Crowing.wryh,lere to build el..truss In c.nrc.we.,oe wren adactiTpl ,.or for noodling..hlppllp. OREGON AN RW ooMq►plY ,n.t.l,.tlay a brut of ildt/mmosone. M .4 TOT.LD. 45.0 PSF SEQN- 241446 . A wet.n M1•Owing se wow pogo It slog 01..mainngg Ina dl..a..waa•pta ..p pf.f..wl.nel e1 9R t1.29n iW� r....rnlblllt,solely for the 01010w rim.. The r,ltsItlay o d wee of tel.Wiwi.,for amp vargn IIsMW N OUR.FAC. 1.15 wen 8351 Am=Circle opolbllltp of tln bblldlq Doolprr per IlpVipl t tma.s. O p r Sw .npgc.CA 9511$ for more information..e this,Jab's senora,.sten pogo e,d that net alt..: ALPINE. envelpinalto.com; m:sww.tplmat.org:Arca:.we.d.a,n,stry.enw: ICC:we..lcts.f..org Rw1.wuIDM OMOMM7 SPACING 24.0" JREF- 1VAIG7175201 THIS DDG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - K10) Top chord 2x4 HF #2 120 mph wind, 43.51 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud DL=6.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional CAC member load applied per IRC-12 section 301.5. design. Y--\$Deflection meets L/360 live and L/240 total load. Creep increase factor Truss Rust be installed as shown with top chord up.for dead load is 1.50. 4X5, 1.5X4111 4X5RU 1 MOWM w 1-10-2 1-10-2 i D i] 4180 3X10aff 3X5 W 3X5 III 1"12 �� 5-3-4 5-5-0 1 Lt 5-3-4 m 5-3-4 FC 12 10-10-0 Over 2 Supports R=488 U=74 W=5.5" R=488 U=74 W=5.5" Design Crit: IRC2012/TPI-2007(STD) .03 PROpt PLT TYP. Wave FT/RTe.2%(0%)/4(0) 15.01.',' f Z `pips OR/-/1/1/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503)357•2118 •91M/111181••we NC MAIM Ali Mons a nils maim' "IraN7Mm• Fle.pMIS MAIM w TO ALL wN ►lenei leegrw TM egTA(jlJg da � L9 TC LL 25.0 PSF REF R7175- 96035 5825 N 4th Ave,Cornelius OR 97113 11+678 '- Tr.*.require aircraft cars In rose.. lns. handling, shipping, installing one brining.• MfK to. Tolle. ,tin nicest.antras or.CSI (building Cannon Spov information. br N �fG)!wNf ecos / ,r TC DL 10.0 PSF DATE 12/15/15 performing thetas functions. Instaer.shall provide toper ry bracing e aUnless noted ethonwTse.rip Meed shall how properly.ctaloa. nbottom Chord shell how n properly ottani. rigid ceiling. Locations sun for permanent lateral netIMt or wetnew bracing Inatofl per SCSI BC DL 10.0 PSF DRW CAUSR75 1534920 5et. n p.I17 or Si . a applicable. Apply plates ce FON of truss and position as awn.oboe*and on 16/2015All PONEths Joint Deo11aAMsoon etherwnw. bfer to drawings 100A-Z Tor standard plan positions. /� 'f 7M�J Alpers, o dl..olon et 11W OW Ming Components Group Inc.shell net be responsible for any daal.tnm from this A OREGON BC LL 0.0 PSF CA-ENG BFR/GWH eany roller.to build the truss.in suntanned.with ANSI/7P' 1, or for hwNll,g.snipping. ftd AN rTWCOMPANY �.traweng,,lletion A bracing or tree..,. '9 4.2.000 TOT.LD. 45.0 PSF SEQN- 241443 A owl to,ship*wiry sr ewer pegs Mott.,shinR..I.p. Ihel.Nw wrptunne./pr py.lwn.l.opinwrInp �O AJSI Roma Circe lik nmponsIbtl Ita manly Ow tem Prelim NOM. Tim eulewl l lq one toe.of tel.*wino for.are sttamap.P.ere + ` • DUR.FAC. 1.15 rw1bI lltp.r eh*rilaq bpwpm.M .ipiwI l/ 1 Sena. Swam*,CA 85838 For mare infonmetIan No this NW,geme.l nates page ewe those mob MN, Rename Debt OM/2017 SPACING 24.0" JREF- 1VMC7175Z01 ALPINE-Mo..lpl.sit..cem: ani oa.tplrst.crg.RCA:.sp.abcind.stry.eea: ICC:.....l ee..r..erg TRIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - 811) Top chord 2x4 HF #2 120 mph wind, 43.59 ft mean hgt, ASCE 7-10, CLOSED bldg Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud DL=6.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on IiIWFRS with additional C&C me. •e load applied per IRC-12 section 301.5. design. S �` Deflection meets 1/360 live and L/240 total load. Creep increase factor Truss must be installed as shown with top chord up. \--- for dead load is 1.50. 4X5 1.5X4 III 4X5 1 0 IIII 1 1-11-2 1-11-2 t I , , 41-8-0 I. 3X10 :III 3X5 III 16 1^12 5-3-4 5-5-0 1 i•.2 5-3-4 5-3-4 1.2 IC 10-10-0 Over 2 Supports R=488 U=74 W=5.5" R=488 U=74 W=5.5" Design Crit: IRC2012/TP1-2007(STD) . O PRO PLT TYP. Wave FT/RT=2X(0%)/4(0) 15.01.►, OR/-/1/1/-/R/- Scale =.5"/Ft. Truss Components of Oregon 1503)357-1118 •91R111111411••Am Ale FOUDd AU.NOTES ON nus mance V1 hJ� 825 N 4th Ave,Cornelius OR 97113 "'ANO►" mow THIS°MATINSl°'lu mlmAn°" IMAMSIMAMSnlE Ilsraane• C� !�hpYtip • F,Q • TC LL 25.0 PSF REF R7175- 96034 Truss.require extreme care in fabricating.handling,shipping, IMtal11„g...d bracing.Rorer t..nd fellow 10675 the latest edition et SCSI (building Ca.pement Safety Information. by TPI and/TG)for safety practices prior �, TC DL 10.0 PSF DATE 12/15/15 M penning these rw,etlme. Installers shell provide temporary bracing per'CAI. b,IMs noted otherwise, tap dad shell Iwo properly attached struetut.l sheathing end bottom chord. 11 hew•properly*Mac.* rigid ailing, locations mean far p-,—ant lateral hat of webs.ball hese sating Installed per scsl 4111 . BC DL 10.0 PSF DR CAUSR7175 15349204 o sections WS.nor sig. as malleable. Apply plates to each fee.of trope are position w thee,.bee opal an I^I W 1.015 �iF P N the Jain Retell.,sinless noted Other-Wow. Refer to drawing.,eaM:for.t.,wrd W.f..peewees, BC LL 0.0 PSF C14-ENG BFR/GWH iL-J r� Alpha..divide^of 1»Wilding eatpw..nt.wale Inc.shell not be responsible for erg deviation from this OREGON deste'/ .wine failure to wird the tree In aaMoramr.ce with AIR I/rph ,.o<for needling.shipping, TOT.LD. 45.0 PSF • AN ITN,COMIl4NY l ss.11.tlen e brae Ind.f sruseed. 0?ff.pro. N SEQN- 241440 A'ma•A Toile drawing or dower Wade listing We uIMloho/. Indldotoo•f tpt lea of prbadpldMl Onglanpring !' rd•p•ronalitb wNly fora deal•.•h..n. TOO sulWllitp pore w of erns derby for aq otre.tnro hp the . Dt1R.FAC. 1 .15 — ATSI Rasa Circle .....11.,ace she Irlui,y'Wpm,par AI4I/rq dean, Sscaieam.CAMA Per me.. et ion mos thlm,ab•.Acord,pee page and theme womb dims: Renewal Dote 6130/2017 SPACING 24.0" JREF- 1YMG7175ZO1 AIPIK:w.dplMl b.ete,teom;T►1:ww.tpi,et.w•:RCA: ww..be ln=etry.aom; ICC:w,e.,ccwM1.erg THIS DWG PREPARED FROM CONFUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - K12) Top chord 2x4 HF #2 120 mph wind, 43.68 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud DL=6.0 psf. End verticals exposed to wind pressure. Deflection meets L/180 Wind loads and reactions based on MWFRS with additional C&C member criteria for flexible wall coverings. design. \11 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Deflection meets L/360 live and L/240 total load. Creep increase \\ L— applied per IRC-12 section 301.5. factor for dead load is 1.50. Truss must be installed as shown with top chord up. 4X5DS 1.5X411 4X5- 1 i] ri 1 2-0-2 2-0-2 Q I I fl6 41-8-0 3X10- 3X511 3X5 M 1"12 5-3-4344 5-5-0 lit 5-3-4 5-3-4 2 1 Il ' 10-10-0 Over 2 Supports a R=488 U=78 W=5.5" R=488 U=78 W=5.5" RL=46/-46 Design Crit: IRC2012/TPI-2007(STD) .0)PROp PLT TIP. Wave FT/RT=296(016)/4(0) 15.01.+, 'i _ OR/-/1/1/-/R/- Scale =.5"/Ft. Truss Com u of Oregon 503 357-1118 •ewwinui••I1FM)AM)MAN AIL MIS a mos ONthI CI /h� �dt r(�. '�J pcN�a •10PGRTNn•• MINIM TINA MIA 70 ALL comme1ORs INCLUDING TM IIgYN.I1R. . TC LL 25.0 PSF 825 N an Ave,Cornelius o 97113 _ 19676. �p Z REF R7175- 96033 Thaws r.qulre extrema in fabrltotlrg,handling, shipping, Installing MW biasing.Refer to aid followthe latest edition of OM (pullding Component Oefety/nfermotls,by 1.1 and RCA)for safety preathaw prior 11 TC DL 10.0 PSF DATE 12/15/15 •r to prereing those rllnctia... ln.t.l ler.•Idle provide to braising bring per BPI. 1M1.ss noted othoreife, Alikhk top Chord shall Thaw properly•trathed•trrote.l soetalnp and bottom chord soli hove a pr.p•rly.tta..d rigid tolling. looatlemeshoan for p.e ..nt lateral rsstrelnt of was shell have bracing Installed per SCSI 4` BC DL 10.0 PSF DRW CAUSR7175 15349203 A��N E 'loin 13,ai or no, noteappld otbla. e. R plot.,to onus rase of for o and position eo,hale above on/on 1-16/2015 p the joint oetai unless ITN.at..etn.r.iw. Refer to ha. leno-Z far sp nerrosibl plot.positions. BC LL 0.0 PSF CA-ENG B241437. ( Alpine, .division w or Ito Sulking oonpInnht•grow Inn.Mn11 not ed foforrIble for a,...elation from this OREGON bsllg.soy r.iI,n to bulla the eros In aonfarwehts with Afbl/TPl 1, or handling. shipping, eq� AN ITW COMMNY Irotfl Nation I brazing of truss«. A owl on tela/Pwlnp of sorer loop fisting this rowing, IINIwew rmoynno da e1 prwlo..l.not wghwrllg 9� A.=Q, TOT.LD. 45.0 PSF SEAN- 241437 r.pwlblilq w/Ny for Cha dfaly,sown. Te ooltabIl lty Nd woo of this drwhg for my wusare Ie lint O C�R�i�st�RM��7Y Circle rd.0rl.1.111ty,*rem%I song.eelpor per wein,l I lfe.>t. • DUR.FAC. 1.15 Shannon,CA 95425 For more information Y.chis fob's donor..rot.s pep and Chose web antes: """""Oi1a'0RD1 SPACING 24.0" JREF- 1VNG7175Z01 ALPINE:eee..lpl fol v.tw: 7PI:ew.tpl roc.ery: RG:....sse lnduscry.oar: ICC we.lovaafe.erg • THIS DRG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - K13) Top chord 2x4 HF #2 120 mph wind, 43.76 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere In roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud DL=6.0 psf. End verticals exposed to wind pressure. Deflection meets 1/180 Wind loads and reactions based on UINFRS with additional C&C member criteria for flexible wall coverings. design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Deflection meets L/360 live and 1/240 total load. Creep increase applied per IRC-12 section 301.5. factor for dead load is 1.50. Truss must be installed as shown with top chord up. 4X5 1,5X4111 4U°1:!.'1.11::::7151,:11141/2- X5= 1 a 2-1-2 2_1_2 � � eo 3X10 - 3X5 it 3X5 Iii 1"12 5-3-4 5-5-0 1"2 5-3-4 5-3-4 1`,2 10-10-0 Over 2 Supports R=488 U=78 Wn5.5" R=488 U=78 W=5.5" RL=49/-49 Design Crit: IRC2012/TPI-2007(STD) . PRo�� PLT TYP. Wave FT/RT=276(0%)/4(0) 15.01. i * NW::: OR/-/1/1/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503)357-2118 "WM511N9I°° min lolsrs,All gores 011 mos meow ('�1�i/� - 825 N 41h Ave,Cornelius Oat 971 I3 "'�""*" """"'TM"°10"IWi O"" O0"""m01t j"�"S TMs"'wA'+�• p l�,Q Z TC LL 25.0 PSF REF R7175- 96032 Trues.rogiin.otos.. In r.brieatl.p..pollnd. ...point,. Ihetoll lug end bracing.Rorer co and roll.. 19575• 7 7C DL 10.0 PSF DATE 12/15/15 — the stint edition or SCSI (Sul ial,g Corpenent S.f ty Inf tip..by nl and UTCA)for safety prattle.,prior to performing these fume.... Installers shelf provide teaper.ry bracing per SCSI. Unless noted antennae,hehove cap there sll .prerry ace.eh.a. asheathingm bottom there.boli have.proper.,K I ç BC DL 10.0 PSF DR/ CAUSR7175 153492112 ,4111116., rigid veiling. leoation..i.pdo for permanent lot.. Int of peps.hell hew.bracing installed sections 67.07 or 610,as eppl Resit. Apply plated to each race of truss and pwltlp,as sheen*bevy pr on �/--7 P p N - the Joint Wc.lls. unless noted oWl. ae. Meter to drawl01, 160A_2 for eneard plat.positipr.Alpine.a alvleio,of 11.dull .,Cogp.nts Croup Inc.shall net ee responsible for any deviation fom MeN BC LL 0.0 PSF CA-ENG BFR/GWH aretall Murmany faile to build the trues,n fonfennce with A1131/TPI 1.or fiefan .1,0100.PAhling. .,l0. TOT.LD. 45.0 PSF SEAN- 241434 AN ITW COMNY dMte .tlon• ecuor cr.,a.ba. rd. A.01 en dill.d0M11r ea.door pals 11.510,N10 dr..lfg. IMloot..dde.pldlp.?SreMplsMl p�Slnpprl,g *8351 Ra'r1dCildd feop..lbllley sally far v.d.algn O . The palembl lty and age w i.rain/pier at...ttrp I.tan w H DUR.FAC. 1.15 r..pl.lbi l lty ef aa punasg m.l00.r per Alsirnl 1 Ilea.!. Swami,.CA 9$818 ALPINE:weee...lpinneiti.o t IPS;wom.tpinset..org genera/ airw.abpi"end000ry`.os; lnICC:maw .ith.ra..rg Rd.wwlrogber>10mo17 SPACING 24.0" JREF- 1VMG7175Z01 THIS DUG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED 8Y TRUSS MFR. (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - K14) Top chord 2x4 HF #2 120 mph wind, 43.84 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud DL=6.0 psf. End verticals exposed to wind pressure. Deflection meets L/180 Wind loads and reactions based on WAFRS with additional CAC member s criteria for flexible wall coverings. design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Deflection meets 1/360 live and L/240 total load. Creep increase applied per IRC-12 section 301.5. factor for dead load is 1.50. Truss must be installed as shown with top chord up. 4X5= 1.5X4111 4X5= Elr 2-2-2 2-2-2 ' A E +41-8-o 3X10 3X5 iii 3X5 III 1"12 l}�� 5-3-4 5-5-0 1"12 5-3-4 5-3-4 1" i] 1.2 10-10-0 Over 2 Supports - R=488 U=79 W=5.5" R=488 U=79 W=5.5" RL=52/-52 Design Crit: IRC2012/TPI-2007(STD) , p PRO PLT TYP. Wave FT/RToc216(0%)/4(0) 15.01.0 �Fst OR/-/1/1/-/R/- Scale =.5"/Ft. 1 ••'WUIINOt••IUD No FOLLOW AL.INTO at nils alOWN101 • REF R7175- 96031 Truss Components Co nehus (503)357-.118 •t4� et Z TC LL 25.0 PSF 825 N 4th Ave,Comehus OR 97113 •'apolrAsr'm maw null apAnn tO All EOgIIplcleAs INCL001016 111[I.YfAI;pq. Trusses require.tr. care wwsng, e In l,Hrltlng,b011ng, ippiInstal/Ing.^�brng ael .Aefr and d follow19578-require . w the latest edition of SCSI (minComponent oanent safety Infsw e.cl ,by T►1 ed RCA)fr safety preeticee prier Jchordt TC DL 10.0 PSF DATE 12/15/15 to performing thew function. Installers heel preens.tt,eyer•ry booting per SCSI. Velure rated OVwrrlse, tap chord shell hese prepsrt y attaped structuralre.thnng arid butt..tie..nIn1I low a properly attached rigid calling. Locations sheer forpeneeent enteral n_r int of webs emit nape bracing Installed per SCSI /- .... BC DL 10.0 PSF DRW CAUSR7175 15349201 sections SS.17 or Sue,es.ppl,<able. Apply plebs t.each raw of trues ed pwltlen w sheer Mende and on _ the Jelnt Dotal., tenons otherwise,.l w, herr en ar..inga 18011-Z for eteperd position,peelclon1.1 62/015 ,4 L P(1 N I Alpha.a dlvle1on or ITS Building Components grasp Inc,shall net be reepenelbl•err any deviation nee tole OREGON BC LL 0.0 PSF CA-ENG BFR/GWH Ansi,..,cry failure to build the true.In conformance with AgSl/n1 1,or M for tWllng, .hipping, --- AN MtW mMewNY Instelletlen.treeing of true.... . llmn A heel ea thin.role.women p .11..1.5 VilearlS AreI . ....mStmof prnhmnlotnl ogns.r ling 9RO 0. 4010 TOT.LD. 45.0 PSF SEQN- 241431 reepenel►I llap eal.ly der tin s..lpn Own. The wignbll 1MLb . and use of thin drag.,Per en,strmature Is the asst Raw Code rsepenNb/I I0.,of w%%Udine Weisner per ANIt/TPI t Sm.!. L g T ,11419 OUR.FAC. 1.15 Sacrarento.cA9slus Per car.Infermecion see eh.elnet.Job's erg:IST•1 hese pep. theme SPACING 24.0" JREF- 1VIIIG7175Z01 ALPINE:w.elpiwlte.aw;TPI:caw.tpinse.ang:RCA:sra.sbe lnAwery.ea.; ICC,wlr.Iuw Pe.rg limen of 7 THIS ONG PREPARED FROM COIPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - K15) Top chord 2x4 HF #2 Negative reaction(s) of -262# MAX. (See below) from a non-wind load Bot chord 2x4 HF #2 case requires uplift connection. Webs 2x4 HF Std/Stud :W8 2x4 DF-L Std/Stud: :W15 2x4 HF #2: The maximum horizontal reaction is 2500# .\5 :Rt Bearing Leg 2x6 HF #2: (I) - plates so marked were sized using 0% Fabrication Tolerance, \17--' Wind loads and reactions based on MWFRS with additional C&C member degrees Rotational Tolerance, and/or zero Positioning Tolerance, design. 120 mph wind, 44.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bottom chord checked for 10.00 psf non-concurrent bottom chord live load anywhere in roof, RISK CAT II, EXP B. wind TC DL=6.O psf, wind BC applied per IRC-12 section 301.5. DL=6.0 psf. Deflection meets 1/360 live and L/240 total load. Creep Increase factor End verticals exposed to wind pressure. Deflection meets L/180 for dead load is 1.50. criteria for flexible wall coverings. SEE CALCULATION PAGES FOR LOAD CASES NOT SHOWN HERE. (a) Continuous lateral restraint equally spaced on member. In lieu of structural panels use purlins to brace all flat IC C 24" OC. 1,5X4III 4X12(I)= 3X5= 4X5= 5X5= 6X6= 6X6= 0.5 4X5(R) N I ..MMMMMMI. -{1-6-15 2-1-2 (a) �.. W8 .. \`.. W15 442-8-0 2-6-15 J Ie 441-8-0 I 3X7 M LI fil 3X5= 5X5= 6X6= 4X5= 4X5= 4X12= 3X5 III lc 10-4-8 21-2-4 }1 —4-10-14 1b1.4 5-8-10 s= 3-2-1-04=1-9-046-4-4-6 + 5-6-7 `14 5-7-15---id 3X5= Lr 19-10-14 _l_ 11-2-6 k31-6-12 Over 3 Supports R=425/-262 U=211 W=5.5" R=819 U=130 W=5.5" Rh=2500/-2500 RL=1888/-1888 R=1837 U=282 W=5.5" Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RTm2%(O%)/4(0) 15.01.,,•+"' Fli, OR/—/1/1/—/R/— Scale =.25"/Ft. Truss Components of Oregon 1503)357-2118 o' r l"NEM MD MEM al MOTES ON THIS 0011111161" T " fO1wnM 1111$OPA I is Atl.OSRIM00101 IIICtgollA tie usay llliSS. Q - $25 N 461 Ave,Cornelius OR 97113 �0 ,,,,Gose-6. ♦k TC LL 25.0 PSF REF R7175— 96042 Truss.realm..tr.e..ars In w ting.handling,shipping, Installing bracing.Refer at rail., 7t0.latest edition or SCSI (Bullring Cooponant Safety Information.by WI end STfA)fee safety in-notices prier TC DL 10.0 PSF DATE 12/15/15 19676•' to performing theserunvtiono. Installers shall provide...nary brsolng per SCSI. holm noted otherwise. �, 'op chore.og. hove properly•tt.rh.a structure!sheathing and bottom chord shell le...properly actsphaa BC DL 10.0 PSF DRQ CAUSR7175 15349212 rigid well ig• lecetloms sheen for permanent lateral re. Int of webs shall Moe bracing Installed ler SCS / ,4 L Pfl N[ section glom 07 or we opphlotble. Apply plot.,to each fries of taws s0.position ts_also above and p �- Alpine. o.t.1In.,..lees noted otherwise. gear to dra.lnw ISOet far starderdponsibl plot.Som evict. 1 '16/2015 BC IL 0.0 PSF CA-ENG BFR/GWH Alpins.. , ,tion or Ing raiding C.,.pn. is creep ins. 00.11 net to ro.poolhl.roma erry upping, n Iron this OREGON erwinp,rry al Iwo to build the ere,..,n eenarm s.ce.l0.ANSI/WI 1,or Co.handling. AN ITW COMPANY InstalletIon 5 bracing of truss... snipping, A A•••I en MI6 cawing M awn.pa.listing this Owing, I„•I.sf.e a.s.ptob K Iwplbpplwel pngllll,sflng 9 `•A.:or+0' fti TOT.LD. 45.0 PSF SEQN— 243467 rwpwniblllt�r Nobody far Me rlp. 0. a b . .n, the=Il lity s0.MOa of ale arming ay*or .h.ter R RistRm'amCitM arpw=Ibllitiy.feasalicing%Wenap.rMEVbplt11..2. • "OLS T rWo DUR.FAC. 1 ,15 s.otplmro,cnnsm For MSIR: 1pi,edSa `TTI w.t.tpin.c..rgl notes general � tattoos: SPACING 24.0" JREF— 1VIdG7175Z01 pm.'o.l.IIfAQQ017 THIS DUG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115081--TILER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - K16) Top chord 2x4 HF #2 Negative reaction(s) of -260# MAX. (See below) from a non-wind load Bot chord 2x4 HF #2 case requires uplift connection. Webs 2x4 HF Std/Stud :18, W15 2x4 HF #2: :Rt Bearing Leg 2x6 HF #2: The maximum horizontal reaction is 2500# \ñ\)Wind loads and reactions based on MWFRS with additional C&C member (I) - plates so marked were sized using 0% Fabrication Tolerance, 0 design. degrees Rotational Tolerance, and/or zero Positioning Tolerance. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load 120 mph wind, 43.96 ft mean hgt, ASCE 7-10, CLOSED bldg, Located applied per IRC-12 section 301.5. anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=6.0 psf. Deflection meets L/360 live and 1/240 total load. Creep increase factor for dead load is 1.50. End verticals exposed to wind pressure. Deflection meets L/180 criteria for flexible wall coverings. SEE CALCULATION PAGES FOR LOAD CASES NOT SHOWN HERE. In lieu of structural panels use purlins to brace all flat TC C 24" OC. 1.5X4 III 4X16(I)= 4X5= 4X5= 4X8= 6X6= 6X6= 5X5= 0.5 I o _ �.�__ 3X5= I 1-6-15 6-15 2-0-2 ^ W15 -42-8-0 2615 IN _ 41-8-0 3X7 III 419 3X5= 4X8! 6X6= 3X5= 4X16 3X5 III 4X5a 1t 10-4-8 J‹ 21-2-4 J r 5-11-1 ` E 4-8-13 —3-1-11— 1-9-0* 2-4-6 afc G-6-7 4= 6-7-15---4.1 3X5= I, 17-10-14 13-2-6 31-6-12 Over 3 Supports 11 R=417/-260 U=208 W=5.5" R=816 U=129 W=5.5" Rh=2500/-2500 R1=1888/-1888 R=1851 U=284 1=5.5" Design Crit: 1RC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=276(07.)/4(0) 15.01.°j,.'• =AFB OR/-/1/1/-/R/- Scale =.25"/Ft. p nen (503)357-2118 .•MImMNOM••MEM NIO PoUA Atl NOTES A mos Hamm Truss N 401 Aye,Coom buss 0 97 137-_t IS M „ SIM Nil ANOIw 10 ALL CONT IONS MUMS 1NN tlISTA,sa. 0011400 0 TC LL 25.0 PSF REF R7175- 96043 T..,aaee rewire extreme cars I..fabricating,esedlingi, shipping. In.telienv and Oreelrg.Refer to and fellow 19575 Pp latest edition of ball MA.i Iding Component Safety Information.by,pl axed RCA,for.af ty practices prier , TC DL 10.0 PSF DATE 12/15/15 to perm I.y a..e.functions. Insteleers wheel provide ewpersry booing per SCSI. thin,noted otherwise. top chard Sha~I hews properly attached structural*thing and bottom Chord deli have.properly attache iddikkh, rigid ceiling. Locations she...for p.ISF.w.t l.tsr.l restraint of webs*ll have bracing installed per SCSI /� % �, BC DL 10.0 PSF DRW CAUSR7175 15349213 A P fl N thet Cin aiSi or 51g. es applicable. Apply pert to mew inc.or trues rdpieposition p err rove end en ti..Joint Details, unix..,..ted.thnol... Refer to*wing.1Ito Z for.tender.plar positions. I-16/2015 Alpine,.div„len of In Put Ialnp Csesb aIp n notI... el pn. . Inc.elappnbla fed any ewl.tl.n acme MI, OREGON BC LL 0.0 PSF CA-ENG BFR/G11H drawing,any relieve to build the tna. In cunformenc..Nth ANSI/TPI 1.or Ser handling. shipping, n AN IrWCOMPNNY lmetallotion I ironing or trim.,... rg w�p�ws ”' TOT.LD. 45.0 PSF SEAN- 243469 Afraped•IblSIIty nr1 en title awing �ly�cc derv.OreMire rip I n. TeriseYS ll l lq�it u .e clip ro: oq.tie s 1.io �/I•S0.TV I 8351 RaTa Cade ...g...aI Pity or the men law N..ID.on per NOM/IPM 1 s...:. RQ 0 1 .N� DUR.FAC. 1.15 sbalb,mlo,cAvseul AMPSR:ewilpimeiInformation � TPI:re tpin .CA::::.°'nA,atr oe �°I lilts. RsnswelDdeul1ee017 SPACING 24.0" JREF- 1VMG7175Z01 (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - K17) THIS DIG PREPARED FROM COMPUTER INPUT (LOADS I DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 :T2 2x4 DF-L #181Bet.: (I) - plates so marked were sized using 0% Fabrication Tolerance, 0 Bot chord 2x4 HF #2 degrees Rotational Tolerance, and/or zero Positioning Tolerance. Webs 2x4 HF Std/Stud :16, 18, W10, W11 2x4 HF #2: :W12 2x6 HF #2: 120 mph wind, 43.92 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT ll, EXP B, wind TC DL=6.0 psf, wind BC \`� MFRS(a) Continuous lateral restraint equally spaced on member. DL=6.0 psf. In lieu of structural panels use purlins to brace all flat TC a 24" OC. Wind loads and reactions based on RS with additional C&C member. design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets 1/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 4X12(1)==- 1.2 X12(I)-T2 1.5X4 RI O.5 — 3X5(R) Ill 4X5- 3X10'' 5X5- T — ga W I W1 T 1-6-15 1-1 M1 2 (e) -— ` W6 W11 - -42-8-02-6I-15 _L .. 41-8-0 1 3X5 3X10= 4X12= 3X5al 1.5X4 III 4X5 3X5111 • k 10-4-8 ,L, 21-2-3 sI 5-3-1 5-4-13 5-3-1 7-6-7 8-1-7 5-3-1 5-4-13 3X5- 5-3-1 7-6-7 7-6-3 15-10-14 15-7-13 31-6-11 Over 3 Supports R=347 U=34 W=5.5" R=1771 U=270 W=5.5" R=840 U=133 W=5.5" RL=21 Design Crit: IRC2012/TPI-2007(STD) ,EO PRO0Ab PIT TYP. Wave FT/RT=2%(0%)/4(0) 15.01.x/ . ,* , i41P OR/-/1/1/-/R/- Scale =.25"/Ft. Truss ComponentsofOre on 503)357-!118 umu"•wom FVJAg�Nom muNils swlmll 825 N 491 AYe,Cornel us OR 97113 "' " MINIM Till°dew°°III II".°°IIWICT"s INcu°us TMe Ismum• 6. 4 ', TC LL 25• .0 PSF REF R7175- 96044 the IN*.«Ierengof`OW (IlalWing Cepa...,..Safety{"shipping. install y iii`irip MM,A bracing...rest'preaNce..prix '� �1 TC DL 10.0 PSF DATE 12/15/15 to performing these functions. Inst.)mars shell protide tomenrery farming per SCSI Unless noted.sal ..l... crap chord.1011 11..1e pr�rty 0*-p.structural stmp51 tbing paste.nt hector Nord s, w low•properly.ct.enae BC DL 10.0 PSF DRI► CAUSR7175 15345214 191.>I l ing. Lee..lens MIM.for e. pent lateral Ire.f webs shall INN lr..ing Noon per DCii O N'E .sec.1.SI,.,.r Ni a ote l other. .. 5 pests Or..t"r.c..?fare oneaclpeal ane pe Mn....e.ve Mw.n 1+I6/201$ A Al h., heels.. .9 11 nate.*othbetiding Caesar Peter c nt. en.110•.?ler responsierdble bloc.p.wltl.m. OREGON BC LL 0.0 PSF CA-ENG BFR/GWH Alpine,..I yeller.f ITV gym leing tme In ot.gam.,I,.e. Nall not I> rrpfar her for any.pping.n from this A drawl.i l any afellers....f.f ildtry y..tar. In m„If.._..e.wen Iw1/m 1,or far handling,whipping. 19 O.20.ass° -r TOT.LD. 45.0 PSF SEQN- 241472 AN 11'1N COMPANY 1nsul is any a fi .of tauea... A A N.1 to M,1.*welly or wow p.m.fleeing Mlle erwIM. 1ng1e1e.e Oe epee ee K pfehrlwl engineering 'rot 0 re.pe..Ibl llq meets ter the grim Wenn. The mailmen Olegaei w et tp11.reale/Tyr.try erring VS IS Me g f 1051 Ror.le Circle ...peelbl l IV.f t e g.uang S.agner psf I I1111PI 1 I...2. DUR.FAC. 1 .15 Solwllglo,cAvssm ALPINR:rfe.lalnsI vl :mt.tpie.'t...rg:RCA:ai...b•llnnale y.eea.~CC: ..`In..r..erg Ierl/MIIDate elso/pt7 SPACING 24.0" JREF- 1VMIG7175Z01 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS I DIMENSIONS) SUBMITTED BY TRUSS aFR. (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - K18) Top chord 2x4 DF-L #16Bet. (I) - plates so marked were sized using 0% Fabrication Tolerance, 0 Bot chord 2x4 HF #2 degrees Rotational Tolerance, and/or zero Positioning Tolerance. Webs 2x4 HF Std/Stud :W13 2x4 HF *2: :W14 2x6 HF *2: 120 mph wind, 43.88 ft mean hgt, ASCE 7-10, CLOSED bldg, Located (a) Continuous lateral restraint equally spaced on member. anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind B 01=6.0 psf. V....).- 6 . In lieu of structural panels use purlins to brace all flat TC t 24" OC. Wind loads and reactions based on MBFRS with additional C&C r Bottom chord checked for 10.00 psf non-concurrent bottom chord live design. load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 1.5X4 IN 4X8E 4X16(1)OA 3X5 4X5 4X5 6X89 3X5 0.5 -- — - �- c _ 9 -- I 1-10-2 _1111111*- � 3_ • 1-6L1,5 42-8-0 p 2-6-15 I i_ 41-8-0 3X5E 3X5= 4X8= 3X12 4X12=rol -3X5= 1.5X4 IN 3X5 R Lc 10-4-8 >4 21-2-3 J Fe 4-7-1 =1.e5-11-13 yI 3-4-1 PIP 5-7-11 =14 5-9-7 441 6-2-11 4-7-1 5-11-13 3-4-1 5-7-11 5-9-7 5-7-7 "1;'J 1_ 13-10-14 -I- 17-7-13 _I 31-6-11 Over 3 Supports R=351 0=34 W=5.5" R=1758 U=268 W=5.5" R=847 U=134 W=5.5" RL=24 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01.1,':' ' i 678, OR/-/1/1/-/R/- Scale ot.25"/Ft. Truss Comp of Oregon 503)357-2118 ••wIN INC I••N�MID TOUCP ALL NOTES D.TRIS DOWING! 5 1M ••IMranA M• IMMO MIS gDiWU1 W All canmeras IPRg.INS TIM INSTALLH6. P O F O TC LL 25.0 PSF 825 N 4th Ave',,Comenns OR 97113 T da r O N F REF R7175- 96045 ep,lr..,trema ewe* In fabricating,Smelling.shipping. het•l„ng end braces. Infer to and fellow 1W676P the latest edition of SCSI (Bulldog Component Safety Information.by Tel and PICA)for safety pr.et.tee prior , TC DL 1 D.D PSF DATE 12/15/15 to performing these Mctio n. Installers.hell preelda t.p.o sry Inc ing per SCSI. Onuses noted otherwise, i �, tep chard shell hew properly ettaeted stn,et rel Moethland bottom chord Miall Me•properly&etaeh.e rigid lling. twatiees semen for per., lent let.r.l restraint et dopa shell law,racing installed pr SCSI /� BC DL 10.0 PSF- DRW CAUSR7175 15349215 ,4 P p N section* 117ai.r ..applicable. Apply plat.,to ping tens r tele.and Salute as Meow rwre end a _ the Jinen Detail.. unless net..ottwompo. tsr.r to Il,ge l hoez Per standerd plate positions. 1;16/2015 BC LL 0.0 PSF CA-ENG BFR/GWH Alpine.a euv,e,.n of In Building Components Gout Inc.naMall not be responsible for o„y e.ehetlon from this OREGON 1 dr•.Ing,eery feller*to build the trues In conformism with ANSI/Tel 1,or rev hendlip, whipping. ^ AN ITW COMPANY lnetal(.uw a br.clpg of tress.'. ftd TOT.LD. 45.0 PSF SEAN- 241475 • A sol en this droving or ewer pM their.this dfwln/, Indlrue ra.StMse er pr.teeelenel engineering7� A.e•a,1� IL 1 fw.,e.•abll ley solely per the dee1/,Mees. Tie rlt biltip MM pp M.Oils timer.tee ec.y pwwture/e Ow _IL. *351 Roma c Tie teepMalbl l NP.f the Del laltg Designer per AIOlrnI 11es.1. O 0 T •1` DUR.FAC. 1.15 saa.tkmd.canul For mere this' seand Chose MOINE:elptem..Information g . e noty. ICC: leee.f..erp wn.wDIDw.eeoa011 SPACING 24.0” JREF- 114MG7175ZO1 THIS DIG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - K19) Top chord 2x4 DF-L #1&Bet. :T2 2x4 DF-L 2400f-2.0E: (I) - plates so marked were sized using 0% Fabrication Tolerance, 0 Bot chord 2x4 DF-L #1&Bet. :82 2x4 HF #1&Bet.: degrees Rotational Tolerance, and/or zero Positioning Tolerance. Webs 2x4 HF Std/Stud :W2, W10, W11 2x4 HF #2: :W4 2x4 DF-L Std/Stud: :W12 2x6 HF #2: 120 mph wind, 43.84 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psr, wind BC (a) Continuous lateral restraint equally spaced on member. DL=6.0 psf. l In lieu of structural panels use purlins to brace all flat TC 0 24" OC. Wind loads and reactions based on AIWFRS with additional C&C membe \, design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep Increase factor for dead load is 1.50. Calculated vertical deflection Is 0.60" due to live load and 0.71" due to dead load et X = 16-4-13. 1.5X4 III 4X16(1)= 6X8(R) Ili 3X10= o'S 3X12= 4X12 EsT2 T Ta) e 1-6-15 1-9-2 W2 W W11 W11 t W12 42-8-0 2-6-15 I -- .. m-- 82 +.41-8-0 3X5 HI 3X12= 4X12= 3X55 4X16= 3X5"---- H0514= X5=H0514= 3X5 III 5-1-7 5-1-7 44 6-3-11 6-3-11 Vi4 6-5-7 6-5-7 'I` 6_30-11 _ 1704 L 10-2-14 ! _ 19-7-12 ,J 29-10-10 Over 2 Supports }I R-1329 U=201 R=1352 U=212 W=5.5" RL=27 Design Crit: IRC2012/TPI-2007(STD) , p PROP& PLT TYP. 20 Gauge HS,Wave FT/RT=276(0%)/4(0) 15.01.1 ,, N9,p OR/-/1/1/-/R/- Scale =.25"/Ft. Truss Components of Ore on `503)357-.I18 e°MItlMMN91•e IWO fa Foca AU.Wits es THIN Hamm 825 N 4th Ave,Cornelius OR 97113 •e)�arrMr• pISSllsn IRIS°"Inla to AIL eoRgsetsla IRl..a T1s IssrAtugt1, F I . y9 TC LL 25.0 PSF ,. REF R7175- 96046 Trus..req., mitres*are In rar1..ling.handling. .nipping, Installing and bracing.Ilsende,te rroll.. 79675' to fete.[edition or SCSI (building Component Safety Ing clan,by TAI end Rq)for n.9.ty practise prier TC DL 10.0 PSF DATE 12/15/15 to performing tame"materly I,the„st.Mail provide ng OM bo bracing per ell Voice.petea attached tap chord*hell sea properly*teethed pe mtre•t.ra,ram s nr w tetra tl.era.ail a»a properly d per SC BC DL 10.0 PSF rigid nailing. I.et.t as applicable. for e. Apply lateral restraint or feta mall-.ea trauma,n.ta,lbo per SCSI ♦ DRIN CAOSR7175 15349216 .see Tea N.of a 010.»app,Intl,.. a. t plates ta mach race of es.truss.,d p»,cion en maim above and on u»b„”oW11e..n,»m Ing Caaga, are-to dr..011.,gee-:ret.t.fdibl Piet.ny.Itlan•11 16GON 8C LL 0.0 PSF CA-ENG BFR/GIN Alpin•,.a1.1o1an of 1bu Building t ews con arms'Inn..a11 not a rc.picr Ile.ren ry apping,on roe.this OREGON _ dn.eill any fella.g fairs so trews In eonrer.r.•with A1sIrnI 1,a ra a,rlleg. ,nipplrq. n AN rrweoMR4NY ,nmtalletisn.bracing of t....». 1, -a.tn.1t1• TOT.LD. 45.0 PSF SEQN- 241478 Ar.m�po otIon Illn, ij To a.Amigo pogo Omni this fealviilia.r w.i'tilde or drawing for Isenateel..I haw �Q� Nv ,.. 5351 Rome Circle ro.prr,t1l/q,of Ur Owl Weimar per Msiiwi t gab.:. DUR.FAC. 1 .15 saa,Inaao,CA 95s78 ALPINE:.:•Ip;n.information :*;OPI=`.ttal:t°�y;RCA(:we.•bnl�uatrynam CC: .lee.er..e,g »w+t m+7 SPACING 24.0" JREF- 1VMG7175Z01 THIS DIG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUOMI TTED BY TRUSS N'R. (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - K20) Top chord 2x4 DF-L N1&Bet. (1) - plates so marked were sized using 0% Fabrication Tolerance, 0 Bot chord 2x4 HF #1&Bet. degrees Rotational Tolerance, and/or zero Positioning Tolerance. Webs 2x4 HF Std/Stud :12, 112, 113 2x4 HF #2: :14 2x4 DF-L Std/Stud: :114 2x6 HF #2: 120 mph wind, 43.79 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL-6.0 psf, wind BC (a) Continuous lateral restraint equally spaced on member. DL=6.0 psf. 4 In lieu of structural panels use purlins to brace all flat TC w 24" OC. Wind loads and reactions based on MNFRS with additional C&C membe design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead toad is 1.50. Calculated vertical deflection is 0.64" due to live load and 0.76" due to dead load at X = 13-3-7. • 3X5= 5X12(I)RU 3X12 4X12 5X7(R) III 0.5 — 3X5 5X5E 1.5X4 II T •O on ., W1 114 1-6-15 1-8-2 -M2��N4 W13 96 442-8-0 AL 2-6-15 a 3X5 +41-8-0 3X5 III 3X12 4X12 3X5= 3X5ee 5X12= 110312:11 1 .5X4 IN 9-5 4-1-7 4-1-7 5-2-5 5-4-1 5-4-1 55Oiel 5-4-1 2-5 -IA I,. 8-2-14 -I_ 21-7-11 J Ic 29-10-9 Over 2 Supports ,I R=1329 U=200 R=1352 U=212 1=5.5" RL■29 Design Crit: 1RC2012/TPI-2007(STD) .sO PRoA-F PLT TYP. 20 Gauge HS,Wave FT/RT;2%(0%)/4(0) 15.01.• qNI OR/-/1/1/-/R/- Scale =.25"/Ft. Truss Components of Oregon (503)357-1.118 "UR INor••HEAD No FOLLOW ALl.101Es a 71115 wow a -��. 825 N 4th Aye,Cornelius OIt971 l3 "Iran"+""+" 11110/11311111110W1110 E°DLL COMPAGTma I"wAellw MC Irtrrl.a+• (r1 TC LL. 25.0 PSF ,,_..,require..trove,.,e r brl11.tl.g. headline. shipping, Installing br«. 19575. y9 REF R7175- 96047 the late.`.dleloa of SCSI (11.1ltli g Component Set nd "° °'"'to a"'fellow prier IC DL 10.0 PSF DATE 12/15/15 'Beret" a temporary by TPI 119-RCA)for u..ty pra.tle•s prier ' �� to performing these+properly. Installers Well provide ng end by tr.o erg per all P , pr noted.tMoised top chord.r..Tl 1.5.pra..1 ,attachedo, pstructural Ma.tgltr 1..d bottom chord still neve a properly d per SC ��r�\\� rigid Calling. Lee.tl•,1.Moen for e. lateral r•etreef.of•t tn..shell have breol g rMt.11to e t SCSI al BC DL 10.0 PSF 11RIN CAUSR7175 15349217 ALTRI' `I E theemo101A S3.S7 s. unlO10ess w•ted ltael.. Apply Refplaer to to each.1110 of trues position.f shoot above.M on c 1e.lel. Details. wile..^aced IngotA.CCom tsfer to drawing.snot?notz.rr.t nalbldere plate ny devi.tl OREGON BC LL 0.0 PSF CA-ENG BFR/GWH rApine,a yl fa1l•n et 1bu ld Iding ona in.connts Cray lee. AlC5 not M ror for bra ger. s deviation from turd Mstalt •^Y f.1r.-.to bull)el.e crow..n conformance with ANSlflPI 1.or for l.w,ae1.9. Mlp lnp, _ AN rTwcoMR�NY lwit.ITaterl.bracing of true... TOT.LD. 45.0 PSF SEQN- 241481 A•b•1•n al•dr•NIes•r•war me 11MIp 0 1.drwllg. India•..••••�•rr•d•f pt.etl •I•r.uI...elqrenelbl11Tp eeleily for w Gelb.Mem,. lA allbll Try and Y..A fhl•Irwin+f r-w etrta rm I•tlw '"�A351 Ra =cadt wp=glau lty.r gglelking Seelerl.r per ANl1/ 1 t gwi.i. DUR.FAC. 1.15 Swe pp•,CA9SP2R For.era lnforestion see this lob's general gate.peg.one t,,..e eve site.: Rnww.l 0.111=MOT 7 SPACING 24.0" JREF- 1VMG7175Z01 ALPINE:ww.•IpAnel teas:Tr!:e...tp.mt..rg:lied:..._.b.lalstry.con: ICC.ow.11111wirs.arg THIS DWG PREPARED FROM COIPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - K21) Top chord 2x4 DF-L #1&Bet. :T1 2x4 DF-L 2400f-2.0E: (I) - plates so marked were sized using 0% Fabrication Tolerance, 0 Bot chord 2x4 DF-L #1&Bet. :B2 2x4 HF #1&Bet,: degrees Rotational Tolerance, and/or zero Positioning Tolerance. Webs 2x4 HF Std/Stud :W2 2x4 DF-L #2: :W10, W11 2x4 HF #2: :W12 2x6 HF #2: 120 mph wind, 43.75 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC 01=6.0 psf, wind BC (a) Continuous lateral restraint equally spaced on member. OL=6.0 psf. In lieu of structural panels use purlins to brace all flat TC • 24" OC. Wind loads and reactions based on MFRS with additional C&C member (:(11-1:i) design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and 1/240 total load. Creep Increase factor for dead load is 1.50. Calculated vertical deflection is 0.64" due to live load and 0.77" due to dead load at X = 11-9-7. 3X55 5X12(I)_ 4X16= Ti 6X65 0.5 — 3X55 5X5 1.5X4 B T 1-7-2T - .. (a) a W11 W121-6E1'42 -8-0 2-6i15 3X511 4X165 4X55 3X55 H0514 3X541-8-0 4X165 �f. y 3X5B • 6-2-14 5-8-5 `� 5-10-1 5-10-111.44 5 8315 '51 Lr 6-2-14 _I_. 23-7-11 Inc 29-10-9 Over 2 Supports R=1329 U=200 R=1352 1.1=212 W=5.5" RL=32 Design Crit: IRC2012/TPI-2007(STD) , O PROF PLT TYP..D 20 Gauge HS,Wave FT/RT=296(0X)/4(0) 15.01.'4 ,0 FS OR/-/1/1/-/R/- Scale =.25"/Ft. Truss B N 4th Ave,of Orenus OR O3)357-2118 •'am11NBI.•arm w num Au raps a nils moms, �\ o(.1 N Ftp • TC LL 2$.0 PSF••Irarrwrr• MAIM TAM RIMIN1 T1 MI.ONMACIo1s Irat10INI 11W IrrfA1JA1. REF R7175- 96048 trans.require extreme cans In f orlcetity.Indo leg, shipping. Inet,lllno and braising.Refer to folio 19575P- •tDATE 12/15/15 ie latest edition of bell (,"111,01Component Safety Inforsosotinso tl ,by tand MA)foprem...y pr.eoye prier • to performing thee.function.. Inwl ler,.hell provide temperer,bracing per 9Cg1. lino...noted otherwise. �� TC DL 10.0 PSF top ellen/shell hew properly...ached etn,ot,wet sheathing and bottom chord shell Mire•properly.tt.eind / ,0464, rigid yelling. locations she.n for p.rr,e,t..t.ref restraint of seer shall hens bracing installed per rcll 4 / BC DL 10.0 PSI- DRw CAUSR7175 15349218 ».talon.M. 97 or 910. so.ppl Io.bi.. Apply plates to each f..e or trusty,and position so.hewn above and on I y N6�0I5 A PONE tn.Joist Details, unless noted opmreilso. Refer drawing.1.9A_:for at.,«rd plate peelt,ons. 14L1621416/2015 J BC LL 0.0 PSF CA-ENG BFR/GWH Alpine. •410/talon or In 1.1101ng oa.p.n.nto crop Ina. shall not in.e.p.e.ible for any dwni.tlon from this OREGON droning.any failure co build trot tn..In conformance inch ANSI/lel 1, or for handling, J AN IrwCOMMM.NY Inial,.tlen`er.eity of trusses. '�R A,4011 V TOT.LD, 45.0 PSF SEQN- 241485 A amt en Old Arming or ewer peg.listing Ws etwl , Indlaette apnet .f pronmelwl glAprlAs ma...1.lbll lar solely far Or esolgn M . oh../Alam/My and wen et Ole enmity ter any streete,e le the 7 835)Aa'NN Cock !OWNS IsI ilia,of the Sul le1M e.ap.,.n p.r AIN i PI I s...:. �� 1 DOR.FAC. 1.15 Sacr nrMo,CA95M28 For More lnfornot len eye this ern general notes page d theae arab sites: dIVIIE:.....ipineit..eo.:T►,:em.tpl,et.org:/re.A._..een,e/A.t,y..am: ICC: ad..iye..ro.n..g Rummel Daft wawrtolT SPACING 24.0" JREF- 1VMG7175Z01 THIS DM PREPARED FROM COMPUTER INPUT (LOADS 8 DIVERSIONS) SUBMITTED BY TRUSS UFR. (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - K22) Top chord 2x4 OF-L 111&Bet. :12 2x4 DF-L 2400f-2.0E: 120 mph wind, 43.71 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 OF-L 111&Bet. :B2 2x4 HF #1&Bet.: anywhere in roof, RISK CAT II, EXP B, wind TC OL=6.0 psi, wind BC Webs 2x4 HF Std/Stud :12 2x4 HF 02: DL=6.0 psi. :14, W10 2x4 DF-L Std/Stud: Wind loads and reactions based on MWFRS with additional C&C member (a) Continuous lateral restraint equally spaced on member. design. In lieu of structural panels use purlins to brace all flat TCM 24" OC. Right end vertical exposed to wind pressure. Deflection meets L/180 criteria for flexible wall coverings. \\A-1)--41-1-.. Bottom chord checked for 10.00 psi non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Calculated vertical deflection is 0.62" due to live load and 0.75" due to dead load at X = 16-10-15. 3X10'= 0.5 __ 3X10 1.5X4 III 3X12- 8X8TE 12 3X5 (a) $ T W1 02-6-15 1-6-2 : ZiTL _. 41-8-0 3X5 pl 3X12= 4X8(R) Pi 110514= 82 3X1OE 5X7 NS 4-2-14 6-4-1 6-5-13 6-5-13 44 6-4-1 id I_ 4-2-14 J_, 25-7-10 _) I29-10-8 Over 2 Supports CLI R=1345 U=204 W=5.5" R=1345 U=205 W=4.018" RL=74/-30 Design Crit: IRC2012/TPI-2007(STD) .EO PRO1, PLT TYP. 20 Gauge HS,Wave FT/RT=2%(0%)/4(0) 15.01.•j. •. - lCf , '3S OR/-/1/1/-/R/- Scale =.25"/Ft. Truss Components of Oregon (503)357-!1l8 ••1NIRIIINGt••NEM AND reline ALL NOTES DNmos GNPrIN51 rjy t1 825 N 4 hi Ave,Comehua OR 97)13 "�r"NT'r ^""'NA MIS MINIM'a'ILL esm""nels INCLUDING ne HSTlllanls• (r} �Q ' TC LL 25.0 PSF REF R7175– 96049 Truro..r.a.ire saltie car.In rabrlbclnp.IeMll ahlpglp. Install Ing and trace g.Refer to end f.11w 19676 Le latest edltlar or anal /Rel Iding C..pen.00..,.tyi. .=tea..„PPI-,...CA>•' ..lacy Pr..tl..• TC DL 10.0 PSF DATE 12/15/15 n e to perform/, thew functions. It/ateliers shall provide t^,erary brat) Prier r tap dad shell IoM properly pitted/ea structure* a.th log and bottom *"Gard shell haw a properly attaeled rigid eel ling. taction.Maw.for permanent teterel restraint of webs Mall lave bracing Installed per scat 1 /� BC DL 10.0 PSF DRW CAusR7175 15349219 ■LPL N IE the 67, .,.. 51e, as rte Both r. Apply plates Ca Leach race or fare.and positionpto slaw,.be,,e and an ■i 16/2015 tha.hel..c Derail Is. ear ITS noted at>.erwlse. ohne to dewlap ledl_2 far standard ,CLL positions. OREGON BC LL 0.0 PSF CA-ENG BFR/GMM Alpine,a d*vIslon or Gel/ding Components Gap Inc, anal/rot be reopen/ill/1e for wry derletlw from thio ere/ng,any faller,L build Um tress in eanfarwalee Inch 1n=I/TPI 1, or for handling. shipping. ^ - AN ITW COMPANY Installation s breving or trusses. 9A 4.ROr+*4° '. TOT.LD. 45.0 PSF SEQN– 241489 A peel M We dttmling M MAIMpegs Ilpq pil ie aro/M.r /M. India•S...aaoptonoa of pfofMw alonol ylnaerllg "s OL G T •0 r..pwe.lbl/lay wN1y far Am d.►Igh Mast. Ile elMabl Illy and use of 5.11s droln$fer any Ytflatuf.I.Lie 8351 Aulanl Code e. aa eplsl l ib et Pte NW NII.D..lgner per MGInDI 18.5.1. DUR.FAC. 1.15 Saaalepdo,CA 95828 For more enferm.t*,n ane this Jet's general.ate.peg.and.e...e web alts.. Amami Dab 413012017 SPACING 24.0" JREF- 1VIUCi7175Z01 ALPINE: ewne ..IPlnaltw.cp :TPI:w .tp* t.org:P � , acss ICA: w.sbcindestry.oem: ICC:.w.If..orq ////////////f THIS DMG PREPARED FROM COSPUIER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - K22D) Top chord 2x6 HF #2 139 mph wind, 43.73 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP C, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud DL=6.0 psf. Truss designed to support 1-0-0 top chord outlookers and cladding load Wind loads and reactions based on MFRS with additional C&C er ri•-•12. ) z not to exceed 3.00 PSF one face and 24.0" span opposite face. Topchord design. maybe notched 1.5" deep X 3,5" at 48" o/c along top edge. DO NO • OVERCUT. No knots or other lumber defects allowed within 12" of notches. Right end vertical exposed to wind pressure. Deflection meets 1/180. Do not notch in overhang or heel panel. See DWG GBLLETIN1O14 for gable wind bracing requirements. In lieu of structural panels use purlins to brace all flat TC w 24" OC. ---- Bottom —.rBottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. Creep increase factor load applied per IRC-12 section 301.5. for dead load is 1.50. Fasten rated sheathing to one face of this frame. 4X8(R) iN 0.5 —. 4X5 _____ m U 1-6-9 a a s U n ° a 0...._ r 5 i 0 � i 2-6-15 0 00 D D M i M 7/////////////////////2////////////////////////////////////////////l p -�-a1 8-a 3 5,7,-- 2X4 8 3X5= I_ 5-2-0 _l, 24-8-8 _1 29-10-8 Over Continuous Support i R=96 PLF U=51 PLF W=29-10-8 RL=5/-2 PLF Note: All Plates Are 1.5X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) .0)12140i Fit TYP. Wave FT/RT=2%(0%)/4(0) 15.02.1. 1 • t• �`..S+ OR/-/1/1/-/R/- Scale =.25"/Ft. ••+uRMI MINIM RPM Me IIIALTo ALL ouno Oil INIS DIVAIININCLUDING 1 app i.,. tit REF R7175- 64713 TrussComponartsofOregon (503)357-2118 ••IigtrNlr•• nNGI TRP FO To AL gIVIE Oil I INaWIIN T11e INSTALLERS. & IC LL 25.0 PSF 825 N 4th Ave,Cornelws OR 97113 19575 Tramps require*stream core In fabricating. handling. shipping, installing and bracing.Astor to and follow '- _.. rhe latest edition .CSI (Belie.,Component Snooty Informatlen.by TPI and.TCA)for safety prat,..,prior , TC DL 10.0 PSF DATE 03/17/16 to performing CO...functions. Installer,Moll provide telpirry bracing per SCSI. halos.noted otherwise. - /41111164,, toprig chord coi.nali have progeny.tfor pe mane lateral ,reatnlnp end bottom chord shell benne a properly p recd �' i / BC DL 10.0 PSF DRW CAUSR7175 16077013 rapid coiling. Locationsprop•,war for permanent lateral Int bo tomo Miall hew bracing operl a ,4�� ,� aactla pyo or 810. as appll<aD1e. Apply plated to each feeo of trim.and position«Omen.bp...p en 0 /20 6 Q NI r~ �e j, get.ln.,a 1.,. toned pter.l«. .area ,.oA-1rr.'—'7::::-.t. t.aav plat.pe.,t,e«. BC LL 0.0 PSF CA-ENG BFR/GWH L_; AIPrro. a a, ,.en er ITr wr ld.rg cmmw wird crap I a. t1 aI I we a roan rblo rr a y eeyr.tna,are.thra .awing. Myfailure to build rho trues,n eonform.rwo with 191/IPI 1. or for noodling. shipping. � OREGON ' -- AN rrweoaaudr 000 .tMr&br«rip or trumps. I "n 20 1944 TOT.LD. 45.0 PSF SEQN- 250634 . A...l M rpt.*.1..r.rear AN.11.tiro tole OrwlllAoe lollaato•:::=117.N prmfoor ADAM.. ln..rlro r..paalbl lloy«I.hy Ibr An mealvn Man, Tr wlt.bllity arU l,.e wlro fen .trl,dLw.I.Sh -- -`-'-" 1351 Ra:wCuck ^•.�"I llq•*ohm wllelq°-.'ow,per A 51/151+eve-=• �l. ' •N DUR r FAC. 1.15 SLCEtmeelo,CA95818 for more Information sae this jobmre s grel,w th « a page and .a•.eb*Item, SPACING 24.0" JREF- 1VP17175Z15� ALPINE: e.alp,rneibecna; Till;winetpinet.rg:. rl.r ICA: .eaclnsustry.sem: ICC:....iccaefe.rII.n g .Ir.e1ea9617 THIS DIG PREPARED FROM COMPUTER INPUT (LOADS b DIMENSIONS) SUBMITTED BY TRUSS ISR. (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - K23) Top chord 2x4 DF-L #1&Bet. 120 mph wind, 43.67 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #1&Bet. :82 2x4 HF #1&Bet.: anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud :W2, W4 2x4 HF #2: DL=6.0 psf. (a) Continuous lateral restraint equally spaced on member. Wind loads and reactions based on MFRS with additional C&C member 0 design. In lieu of structural panels use purlins to brace all flat TC • 24" OC. Right end vertical exposed to wind pressure. Deflection meets L/180 Bottom chord checked for 10.00 psf non-concurrent bottom chord live criteria for flexible wall coverings. load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase Calculated vertical deflection is 0.64" due to live load and 0.76" due factor for dead load is 1.50. to dead load at X = 13-1-7. 6X10= 5X5 3X10E 1.5X4 I 4X12= 3X5= 0.5 3X5 3X5$ II ES 2-6-15 1-5-2 IN- =Ii 41-8-0 3X5 III W2 4X12= 6X8= 3X5= H0514 82 3X10E 5X7 BE 2-2-14 5-5-4 5-7-0 5-7-0 5-7-0 5-5-4 2-2-14 5-5-4 5-7-0 5-7-0 5-7-0 5-5-4 2-2-14 L, _I_ 27-7-10 J F 29-10-8 Over 2 Supports 31 R=1345 U=203 W=5.5" R=1345 U=207 W=4.027" RL=77/-30 Design Crit: IRC2012/TPI-2007(STD) p . . l 4 PLT TYP. 20 Gauge HS,Wave FT/RT=276(0%)/4(0) 15.01.•,,,':' les„ OR/-/1/1/-/R/- Scale =.25"/Ft. Truss Components of Oregon (503)357-2118 "WIRMINOt"ileo�.oFOLIOS xl utMIS unwlllal �!O TC LL 25.0 PSF 825 N 4 Ave,Cornelius O 97 13 re 1ldrNrrte MINIM MIS LIMN 10 ALL OORMeim IRCLANN TIE 14TNlal11. 0(3"4e.0� Z REF R7175— 96050 Tnvasas rq„re atrea care In I.brlaaC lnp. handling. shipping, installing.ns Priming.Refer u wins folia _ the Iatwss Mltla of NSI (Building C..pwan.t Safety information.by T/1 end RGI)for safety practises prig. , ��76 9 TC DL 10.0 PSF to p.rfar.ing these Nnatlans. motel ler,.hell preview taper ry bracing par SCSI. Ilnl.ea natal otherwise. 0 DATE 12/15/15 top shots shell hese properly shaded strncturel sheathing end bottom chord}hall haw a properly attached (� rigid oiling. Location.den for per'.an.,,t Vetere! raatralne of abs.bell h.e.bracing Installed per SCEs ,- �/ BC DL 10.0 PSF DR CAUSR7175 15349220 n sections l],!7 or 1110. .pplloewle. Apply plata to even fate of trussed position as sheen.have end en / ■L p]II^ I I�' the Joint Details. unless noted otherwise. Refer to drawings 100A-:for standard piste position.. 1 1612015 BC LL 0.0 PSF CA—ENG BFR/GNfH .!— I \VI L� Alpine, .divl.iwn of ITp 61lldi ng Components Croup Inc..lull not be mpnsh bl.for my davhat,0,1 from this OREGON drawing, cry A iluretwomi m build true. In eaferwaca with NISI/TPI ,,or for handling. *hipping. TOT.LD. 45.0 PSF SEN— 241493 AN ITW COMPANY i,awi hells,.a orae int or i ld the, M0.1 A.r1 on We drawls,.r dear pdgs 11101110 IOW drawl 1011100•11 norplorre sp pree•W al eblloberlq I �1P.2D,SI� . ewspswlsl llg wl.ly P.r WI..aelp,Maw.. Ti,.sulte011i9 sal.aa of mins drwlVe S.op atrwWr.Id WI. 8351 Roam Uncle twspw.ibl l Ihp et the 1.1 ldi.l Owlhp�r pr.Ns VTPl 1 Sm.!. O , T e NA DUR,FAC. 1.15 SKr=Iiwl0,CA 93628 For more In/amnion NO thin Job's general not..page Reba thew web s h ase: ALPINE:e.w..lpinelt..ece: TOP:eme.tpinat..ro:Rn:emesbah,dn.try.coei ICC:a..ineter..erp RNnweichia pe QI7 SPACING 24.0" JREF— 1VMG7175Z01 THIS MG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - K24) Top chord 2x4 DF-L #1&Bet. :T2 2x4 HF SS: The maximum horizontal reaction is 2498# Bot chord 2x4 OF-L #1&Bet, :B2 2x4 HF #1&Bet.: Webs 2x4 HF Std/Stud :W2 2x4 DF-L #2: :W13 2x4 HF #2: 120 mph wind, 43.62 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Wind loads and reactions based on MWFRS with additional C&C member DL=6.0 psf. design. Right end vertical exposed to wind pressure. Deflection meets L/1:, Calculated vertical deflection is 0.67" due to live load and 0.81" due criteria for flexible wall coverings. to dead load at X - 11-9-5. (a) Continuous lateral restraint equally spaced on member. SEE CALCULATION PAGES FOR LOAD CASES NOT SHOWN HERE. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 3X10= 6X8 Ill 6X8(R)111 H0710(R)a 3X12 3X7=• 3X5= T2 0'S 3X10 -- i R W13I 1-4-0 - r 2-6-151 _L m� 4_41-8-0 I. 8X8= 4X8(R) III H0514= 82 3X10= 4X8= 3X5 Ii 6X8(R) N V12 5-8-15 6-0-7 6-0-7 6-0-7 3-11-15 1-9-i"12 1"hz 5-8-15 6-0-7 6-0-7 6-0-7 3-11-15 -10-12 29-10-9 Over 2 Supports R=1344 U=203 W=5.5" R=1345 U=208 W=4.037" Rh=2500/-2500 RL=1882/-1882 Design Crit: 1RC2012/TP1-2007(STD) p PR•g- PLT TYP. 20 Gauge HS,1Nave FT/RT=2%(096)/4(0) 15.01. ) S,ti, OR/-/1/1/-/R/- Scale =.25"/Ft. Truss Components of Oregon (503)357-!118 .Muw111lpt"neo Iwo wLOB AU.NOM ul mis aurlllcl s Q1N ! - 825 N 40t Ave,Cornelius OIL 97113 Irvam"wr'� wN"IMl 11111 MOM TO Ml.COMPICl°Is INS.goI TME IsTALLETs• et 3 TC LL 25.0 PSF Trwere req.,lr..atrase oar. In re.rloatina.Irnd/in.. .tipping, Inetellioe and bracing. O .p, REF R7175- 96051 the"test'""'"'of SCSI (wile) o y r o me-prior 19ti16P TC DL 10.0 PSF DATE 12/15/15 (Wilding Component shall yrproy Information,by TPI and VIVIICA)for Safety practices prier to performing s I heoe.-pop properly Installers ate11 pr.vle..,g temporary bracing per shall m a pr,prey otherwise, rep oho.shell Locations prap.rly.sfpo structural a-.thing.nt of ally gne/e brae.properly dcparh.e l BC DL 10.0 PSF DRW CAUSR7175 15349221 rigid wlltq. or111 gve.n for pe,or,Mly 11 f rel o etrsl nt er ueso--II eros tion es Installedbe per 1051 allii ALPO N L� .atria.n.17 or es eppdIuble. Apply teretdo each fate of forte ore position es igen obevo req on ' the Jot,Odivisio Is.atlas.noted ott.r.lso, Nene to divashell leno-i for ropers pior.positions. 1C16/2V15 BC LL 0.0 PSF CA-ENG BFR/GWH Alpine,•division of In Wilair..Components Brow Inc.Int.Mull...t ho re.p.n.Ibla for.aro e.alstlon.r..onus OREGON drawing,ony Tailors to build the trues in owtforaenta with ANSI/111 1.or for novelists.chipping, TOT.LD. 45.0 PSF AN rrwCOMMNY Installation a eeeeing of true.... 9 -n.po,1� SEQN- 243472 A noel o1 Ws*wing.r ewer pogo I Peeled We 0p00 e1. Ilrleesoe o.epi of prheelenel engineering .f redeenel11l lty solely for the design flee,. The-iesei l ley end eve of tlNe Perming for any otelggwe le til. IAN T •N� DUR.FAC. 1.15 T 6351 Rolm Ci1d1 r..pseelel led,.r the Whaled deeip-r per Ashen 1 s.e.G. i skrellodo,cA 95Rt6 Amw:a:elolnmi A`Tin ranthtples '::::.Pet oust the. C.WNW.Ioasaf..ora R.I+.rwahhaMu�ors017 SPACING 24.0" JREF- 1VNG7175ZO1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - K25) Top chord 2x6 HF #2 The maximum horizontal reaction is 2500# Bot chord 2x4 DF-L #1&Bet. :B2 2x4 HF #1&Bet.: Webs 2x4 HF Std/Stud :W2 2x4 DF-L #2: 120 mph wind, 43.58 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B. wind TC DL=6,0 psf, wind BC Wind loads and reactions based on M1FRS with additional C&C member DL=6.0 psf. design. Right end vertical exposed to wind pressure. Deflection meets L/180 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load criteria for flexible wall coverings. applied per IRC-12 section 301.5. (a) Continuous lateral restraint equally spaced on member. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load Is 1.50. In lieu of structural panels use purlins to brace all flat TC a 24" OC. SEE CALCULATION PAGES FOR LOAD CASES NOT SHOWN HERE. Calculated vertical deflection is 0.57" due to live load and 0.80" due to dead load at X = 11-0-0. 4X5. 3X10 III 4X8(R) III o.5 — 3X5 5X576 3X10 1012E 4X16(R)sI . is,... 0111111111•111111M1111111.11.111111111111.11.11111111111111111.1111rair"IIIIII\— 1-1-4-0 ■ 2-5-15 JL ■ samiamoommemoomminwei ...... A001-8-0 H0619= 4X8(R) III H0514- B25X5.. 3X10N 5X7 m.- 3X5 3X5 III 5-6-0 5-7-12 5-7-12 5-7-12 5-6-0 -11- 5-6-0 5-7-12 5-7-12 5-7-12 5-6-0 -11- I_ 27-11-4 —L.1"11-J Fc 29-10-9 Over 2 Supports '1 R=1345 U=203 W=5.498" R=1345 U=207 W=4.046" Rh=2500/-2500 RL=1883/-1883 Design Crit: IRC2012/TPI-2007(STD) ,EO PROF PLT TYP. 20 Gauge HS,Wave FT/RT=2X(0%)/4(0) 15.01,E •1 - F8% OR/-/1/1/-/R/- Scale ;.25"/Ft. • Truss Components of Oregon (503)357-:118 •• •WAttNIMW1••Will rare FDIlMM ALL MIS gM ells a11.1161 04° Ct 825 N 4th Ave Cornelius 012 97i 13 1/parni r•• ""`ISH nils IAMw111A In u CCIMUClas IRCSWMMM Mt IMiTMLEMS. y TC LL 25.0 PSF REF R7175- 96052 — Tr,y}y require nevem care In tabrleetlng,handling.shipping, lestelling and bracing.Refer to and tullew the latest edition of SCSI (building COAonent Safety Information. by ell and MICA) for safety practices prior 'I, TC DL 10.0 PSF DATE 12/15/15 to p.rfmricg theae function. hoteliere w11 provide talprry bracing per SCSI. Utl..s noted otlIoreIsa. — Cop erns.hall have properly set.ahea.truetu.rsl Melling and bottom Malt halm.properly.00.oih.0 r /r r BC DL 10,0 PSF DRW CAUSR7175 15349222 Iain shee welling. Locations n for p.rmanenc eteral restraint of webs shall Mitre bcing Installed par SCSI .actions Ss.SI r10.ase.pprl.able. Apply places to nosh race of trine and rh position es shoals*hove e on 1-16/2015 A n PO[ I tale Joint Detail. unless nota.otherwise. Refer t.aronige 1604_0 for.tonnes plata positions. OREGON BC LL 0.0 PSF CA-ENG BFR/GWH ��/---77g'I d I \�I' alpine,a division of I7•1 NI tale,CoyoMnte Group Inc.Well,let be reeponaibl•err any Mriechen from this chewing.anyfaller,to hullo eh•trims in conformance with NISI/1St 1,or far handling, whipping, AN ITW COMPANY Installation a bracing of true..,. •9 tti,,,20, TOT.LD. 45.0 PSF SEQN- 243474 A owl en Mlle dr.wlep sr sever pep.fleeing 151.arwl 1wla.vw sr firerIwul anslneerl _ 8351 Rase C icket f•. iiiiia*rawly M".lt`�ila eniien Wenn.a Asvrii�ils..Ise�"e mw M�il:""wa.hep err my puncture le t#4. I T •N DUR.FAC. 1.15 SKIMMio,CA95078 for wore inferhetlen..e toin jeb•.galmrel note,peg.send these web,it..: N onswai Dale MO=7 SPACING 24.0" JREF- 1VMG7175Z01 AillllC:hw.alpin.ltw.c•le: Tel:hww.tpiint.ory:RCA:aw..sbciedustry.eee: ICC:wed.Icts.fe.rg THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - K26) Top chord 2x6 HF SS (5*) 1 plate(s) require special positioning. Refer to scaled plate Bot chord 2x4 DF-L 2400f-2.OE :62 2x4 DF-L #1&Bet. : plot details for special positioning requirements. Webs 2x4 HF Std/Stud :112 2x4 DF-L #2: 120 mph wind, 43.46 ft mean hgt, ASCE 7-10, CLOSED bldg, Located \ei.,.../) (a) Continuous lateral restraint equally spaced on member, anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psi, wind BC DL=6.0 psf. In lieu of structural panels use purlins to brace all flat TC a 24" OC. Wind loads and reactions based on MWFRS with additional C&C member Bottom chord checked for 10.00 psf non-concurrent bottom chord live design. load applied per IRC-12 section 301.5. Right end vertical exposed to wind pressure. Deflection meets L/180 Deflection meets L/360 live and L/240 total load. Creep increase factor criteria for flexible wall coverings. for dead load is 1.50. Calculated vertical deflection is 0.63" due to live load and 0.72" due to dead load at X = 12-9-14. 8X8UB 5X5= 4X8 — 3X5m D.s 3X10m 5X10 1.5X411 e 1-4-0 I �I (a) (a) 2-4-151 _r_ iPEE3\ 62 41-8-0 I. 3X5(") III 1#2 8X8m- 5X5m H0510= 3X10M0 5X7BM L.3-10-8-4-1 6-4-15 6-6-11 6-6-11 6-4-15 a" 3-11-5 -I I, 25-11-4 J-3-11-5 ,1 E 29-10-9 Over 2 Supports R=1634 U=364 W=5.498" R=1327 11=205 1=4.056" RL=71/-23 Design Crit: IRC2012/TPI-2007(STD) .01'00/4. PLT TYP. 20 Gauge HS.Wave FT/RT=2%(0%)/4(0) 15.01.►". , ' * s'' OR/-/1/1/-/R/- Scale =.1875"/Ft. Truss Components of Oregon (503)357-2118 •WallM01ae'E'ONoFOu"OALLI�OESDU0 nos ' TC LL - REF R7175- 96053 825 N 4tl1 Ave,Cornelius OR 97113 "IsoRr5ur" Fawns Nil 11141•1110 TO Mt aaII1dC7 is uawuw n.119676. E 25.0 PSF trusses reelere extreme ewe In rebrleating,handling.Nipping. Inst.11i,g row)bracing.Rotor to col mond the!.tet edition of SCSIe (Building Ceeoo, nt ser ty information. by IPI end STC,)for.. acse rely prti ,prier it TC DL 10.0 PSF DATE 12/15/15 to performing Mose rulatl.,.. Installers shall provide t.mpor.ry bracing per SCSI. Unless noted etll.r.le.. +_ N *thing chord shell ryas properly.tt. .d structural thing and betty.chord.11.11 have a properly.tteched 41111 ,04164, rigid Galling. Loset'..a Name for peter nt 'Karel...Kral.of e.I.e1.1.1.w bracing Insulted per SCSI ��.t BC DL 10.0 PSF DRW CAUSR7175 15349223 .«°ler.07, 07 or 510..a.ppm lcebre. Apply pietas to aeon rima or taw anal pox/lien a.shown Kos.and on 1 r 11/2015 A Pp N to Allot Detail...01...noted etfer.leo. Refer to dr_lrge 15PA_Z for mw .t. rd plate positions. OREGON BC LL 0.0 PSF CA-ENG BFR/GWH Awns, a dwI•rw or ITS Bim long Component.G loo.tree not be r • Shp erp h e ren any ipvietlm Fre.tri. Wooing.any f.11ure w build the true.in conformance dial AI61T/1, for handling. shipping. 9��A.to•�o� ft, . AN rrW COMPANY Inet.,lotion II.bracing artrainees, 'r TOT.LD. 45.0 PSF SEQN- 241506 A pool.n Mie avowing or dor pogo 11oo1rg 1p110 MAIlg. 1ndl..te.Meapbr..f prlifpoolort.gnm..ring req..rel I lay Wald fort,.~hp aea.n. 7h.rie.11 I ray and hove of all•drwln5 far..y pt wow.1.en. O g 7 . •' R351 Rota1u Circe r.epnelbl l Iqr.f the Rol Mod De.Iper per Aggl/DI 1 Sees. DUR.FAC. 1.15 &amlggo,CA 951125 For oar.Infer..Ion stn tills Jeb••ge»..l nate.page an thee..,b sit`.: RSI'wy_I Dog 11/e011017-WI: SPACING 24.0" JREF- 1VMG7175Z01 ALPINE;o.g..lpineit...yel I:e .tpinat.org R . PA:eee. bvnquatry.eo.: ICC:mw.Icos.fe.arp THIS OIG PREPARED FROM COMPUTER INPUT (LOADS d DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - K27) Top chord 2x6 HF SS ('t) 1 plate(s) require special positioning. Refer to scaled plate Bot chord 2x4 HF SS :B2 2x4 DF-L #1&Bet,: plot details for special positioning requirements. Webs 2x4 HF Std/Stud :W2 2x4 HF #2: 120 mph wind, 43.42 ft mean hgt, ASCE 7-10, CLOSED bldg, Located /y (a) Continuous lateral restraint equally spaced on member, anywhere in roof, RISK CAT II, EXP B, wind IC DL=6.O psf, wind BC 4,...a::\' 01=6.0 psf. In lieu of structural panels use purlins to brace all flat TC a 24" OC. Wind loads and reactions based on MWFRS with additional C&C member Bottom chord checked for 10.00 psf non-concurrent bottom chord live design. load applied per IRC-12 section 301.5. Right end vertical exposed to wind pressure. Deflection meets 1/180 Deflection meets L/360 live and L/240 total load. Creep increase factor criteria for flexible wall coverings. for dead load is 1.50. Calculated vertical deflection is 0.68" due to live load and 0,76" due to dead load at X = 11-9-14. 3x5= W2 4X8(R) M 4X8- 0.5 — 3X10- 5X12- 3X5111 8X8F T 2-3-151-4-0 -ip i n a 82 r 441-8-0 1 3X5(•') II 8X8- 4X8(R) 111 H0514R=w 3X10- 6X8- L-3-10-840.1 5-10-15 >,.1 6-0-11 alp 6-0-11 'n145-10-15 rli 5-11-5 5-10-15 6-0-11 6-0-11 5-10-15 5-11-5 L 23-11-4 L. 5-11-5 _I F 29-10-9 Over 2 Supports s) R=1634 U=359 W=5.498" R=1327 U=205 W=4.065" RL=66/-22 Design Crit: IRC2012/TPI-2007(STD) PLT TYP, 20 Gauge HS,Wave FT/RT=2%(0%)/4(0) 15.01.E :' / 4 Fs, OR/-/1/1/-/R/- Scale =.1875"/Ft. _ Truss Components ofOregon (503))357-2118 ••1AIsnMDs••Iwo mu Rus ALL NOTES os mos MAIM 4IVg 10 TC LL 25.0 PSF 325 N 4th Ave,Comehus 01[97113 ••IlORAIrr•• MAIM,TM's emeI.,o All 171BTMC704 uarol"e Thg IBiTYlA1ll. 1 G �.41 Z REF R7175— 96054 Truchas raq,lra-3—,7:...4.,----- w..dllny. wrwlM• I,rta111M arW brealnp.Defer to 7.-..72.: --� the I edit,.,, iaCo.pe,wnt swrwty IMOrc.tlon, by nl MM RG)for s.rety Pr+et , vows-- 9 to performing these functions. Installers shell provide temporary bracing per BM. %Riess noted otherwise. TC DL 10.0 PSF DATE 12/15/15 tap chord shell Irmo properly attached structural■emthIng and bottom chord Well hew a properly attached / rigid calling. Laces roe shore for pereenent!stem! reetr.lnt or mete&hall have bracing Installed per SCSI ,4�� sections p.B7 or 510.as appl Idle. Apply plates to aeU fete of trued dee position as shown and on BC DL 10.0 PSF DRW G1USR7175 15349224 O theNV !tint Details. unless noted otherwise. Defer to dramas 1000-Z far etanderd plate posltioem. Alpine.a division of llB del CoeppMnte crow Ina.shell net be responsible for1-16/2015 BC LL 0.0 PSF CA—ENG BFR/GWH drany dorm[a from this OREGON M.any roll.re co build to cruse In conferee.*with AIL[I/Tpl 1,or for IranollM,shipping.ng, ^ AN ITWCOMPANY h.t.11.tian A oracle.oftree.. . TOT.LD. 45.0 PSF SEAN— 241509 A awl an this droning M woof Ingo lifting Mb drawing. InMi.Mpa=:". ...pW1t►N BeollbeH.oal.lwlw.rl 4R A.R0,00 .` r..pnrltltik,**lolly few ens dwlg".limn. 71r pullalillgr one led pr[Nilo bolo fpr-pr strtr=nw I she Irlk 8351 Roma Cask r.apnr.ISll11ly at the Building Weidner pm-AIOVIPI 1 sss.A. OI. 1 T •1' DUR.FAC. 1.15 sttrlaBlp,CA95828 for more lnfe...tIonTPI n tplls job's : fish lta.pee.IhAA tees aIc sites: p Nae.w.Nt>Meaomo.17 SPACING 24.0" JREF— 1VMG7175Z01 ALPINE,sw.elpieltol.aw; TPI: .tprrrt.org;BTG: .sbv lnMlry.ow: ICC: .lac**M1.w — THIS DWG PREPARED FROM CONFUTER IIB'UT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - K28) Top chord 2x6 HF SS (") 1 plate(s) require special positioning. Refer to scaled plate Bot chord 2x4 HF SS :B2 2x4 OF-L 01&Bet.: plot details for special positioning requirements. Webs 2x4 HF Std/Stud :*2 2x4 HF 02: :*10 2x4 DF-L #1&Bet.: 120 mph wind, 43.38 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC 01=6.0 psf, wind BC y....."),R) (a) Continuous lateral restraint equally spaced on member. DL=6.0 psf. In lieu of structural panels use purlins to brace all flat TC a 24" OC. Wind loads and reactions based on MRS with additional C&C member design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Right end vertical exposed to wind pressure. Deflection meets L/160 criteria for flexible wall coverings. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Calculated vertical deflection is 0.65" due to live load and 0.73" due to dead load at X = 10-9-14. 3X5NE 4X8¢ 8X8(**)BM 4X8(R) II 0.5 v 4X5 5X12sE 3X5111 1-4-0 �� piles " �. -_►,`- N10 (a) 2-2-15 s :a„w —�.■ .. 62 4_41-8-0 I 3X711 *2 8X8- 5X7(R) D H0514= 4X5E 6X8'---- Lc-3-10-8-.1J 5-4-15 5-6-11 5-6-11 5-4-15 7-11-5 5-4-15 5-6-11 5-6-11 5-4-15 7-11-5 I- 21-11-4 _I_ 7-11-5 „1 FE 29-10-9 Over 2 Supports 3.1 R=1634 U=352 *=5.498" R=1327 U=204 11=4.075" RL=62/-21 Design Crit: IRC2012/TPI-2007(STD) • PROPF8 PLT TYP. 20 Gauge HS,Wave FT/RT=276(096)/4(0) 15.01.) i -, OR/-/1/1/-/R/- Scale =.1875"/Ft. Trims Componen8 of Oregon (503 357.:1 18 'sfMIIIN0I•p WO NO MON AU.NOTES ON THIS TOININSI p t!M F 825 N 4Th Ave,Cornelius OR 97�13 ....IMPORTANT** PINNISN THIS ORNONI m M.I.CONlwacraNS IIR#NSS illi INSTALLERS. t* O y TC LL 25.0 PSF REF R7175— 96055 46 Trusses require e*tra.s Cr. s,I., rle.tleg.he/ailing. shipping. Installing end.r.trna.Refer to rod follow 19576• `9 TC DL 10.0 PSF DATE 12/15/15 t..,.[. ..c 1t lee*of SCSI (Wilding Component Safety Info...Won. by TPI end PICA)Posafety r practice*Prier • e performing Cl....fenetls.. Intal ler.s1.11 prole*,ta.perary br.el,g per SCSI. Unless noted otherwise. [e* se chord shall hepreps lY att.el.d avsheathing uttural sth l,g bottom chord.1,.1eped 1 have a pr .rly attach '-� rigid calling. Location sheen for pr ,.et lateral ,catmint of wanm Moil!neo.bracing Installed per SCSI �� / BC DL 10.0 PSF GRIN CAUSR7175 15349225 ...tIe.la, S7.r no.as Ppplleabl.. apply plates to each farm of trims r,d position se shown...we end on /��/�1 PI1^ 'E the Joint Detal l.,eel***Mt Buildings noted etleerelee. peter t.drowsing.T•�z for sunders/plot.petitions. I.1612015 BC LL 0.0 PSF CA-ENG BFR/GSH L-�j I �I Alpine.a division of Building Consomme Group Inc.shall e[be r.,pees,hl.for. do nnla from this OREGON erring. any taller.to build al.truss In e*nferr.a cite ANSI/TPI 1. or for panel leg. snipping. 0 old AN ITW COMPANY instal Iatlo.a brecIrg of tree.... 9 .e.par 1� .� TOT.LD. 45.0 PSF SEQN- 241512 A+..1-,tel.Swing.r•••••••.=I ls•Iry Sol•llrwlIg IMls.a..anes.ptl•a.N prN.wtw.l•rplr..rllg _ ....nsl.11lti..1.1,nr g.. wlb.11h aim e..N Slip d,Mlg r., QL + T .N OUR.FAC. 1.15 8731 Royals Cads fwpe n.lblIM y N the 411dIed Moslem,per ANSITI t Sees. 9aetimllD,CA Y5RIR ALPINE:a•::lo..eIInformation ata: �`..tpinet.org R general:esn. In stry.e..; ICC: wet..lee.af..org y Renewal OpepelJprlO/7 SPACING 24.0" JREF— 1VMG7175Z01 (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - K29) rNIs DWG PREPARED FROM COMPUTER iTPUr (LOADS s olreslsi0rrs) suerirrm BY mussWR. Top chord 2x6 HF SS (ea) 1 plate(s) require special positioning. Refer to scaled plate Bot chord 2x4 DF-L 2400f-2.0E :82 2x4 HF #1&Bet.: plot details for special positioning requirements. Webs 2x4 HF Std/Stud :W2 2x4 DF-L #2: :W10 2x4 HF #2: )4.1... 411' 120 mph wind, 43.33 ft mean hgt, ASCE 7-10, CLOSED bldg, Located (a) Continuous lateral restraint equally spaced on member. anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=6.0 psf. In lieu of structural panels use purlins to brace all fiat TC e 24" OC. Wind loads and reactions based on MWFRS with additional C&C member Bottom chord checked for 10.00 psf non-concurrent bottom chord live design. load applied per IRC-12 section 301.5. Right end vertical exposed to wind pressure. Deflection meets 1/180 Deflection meets L/360 live and L/240 total load. Creep increase factor criteria for flexible wall coverings. for dead load Is 1.50. Calculated vertical deflection is 0.64" due to live load and 0.72" due to dead load at X = 13-2-5. 4X5= 0.5 _ 5X5= SXS= 6X10= 1.5X4111 4X12= 8X8= _ 1-4-0 .a ,. - n r 2-1-15 IFS• � �- 44 41-8-0 �. 3X5("'") III W2 8X10 5X5' H0514= 62 4X16= 3X5111 Lr,-3-10-8-aJ 6-7-3 6-8-15 6-7-3 4-11-11 4-11-11 6-7-3 6-8-15 6-7-3 4-11-11 4-11-11 {..- 19-11-4 ..,_L, 9-11-5 I 29-10-9 Over 2 Supports a{ R=1634 U=367 W=5.499" R=1327 U=204 W=4.084" RL=58/-20 Design Crit: IRC2012/TPI-2007(STD) ,EO PROS ' PLT TYP. 20 Gauge HS,Wave FT/RT=276(0%)/4(0) 15.01.,/„..4 _ �ff-- OR/-/1/1/-/R/- Scale =.1875"/Ft. Tress Components of Oregon (503)357-!l18 " " • All no row*A11016 gr rills 0108111161oe' V 825 N 4th even Cornelius OR 97113 ••i mnwr" MINIM mil°renis TO Au e01101AC'°"S Illamtw TI18 rrsT.um. .� Ientree* � TC LL 25.0 PSF REF R7175- 96056 Inaba.require entree*ure In fabricating. 1YI,ng. shipping. Installing and bracing. Serer to end falls 18676 the latest edition of ICSI (Sal Idles Component Safety Inforeatian. by tri and PICA)her a.Mr preetloes prior �h TC DL 10.0 PSF DATE 12/15/15 co performing these halatio, limitation shall provide isperarr Wooing per MI. Unless noted otherwise, tap ahxn shell lata properly etcatlsd Krg.tural YsathlrM�.nel bottom chord shall lova a properly attached ' BC DL 10.0 PSF DRQ CAUSR7175 15349226 rigid nalllig. location Yawn for p.rwnent lateral IM or este ti_il here bracing'mulled per SCSI , I A LA)O N P. thetno.p..].. _oted otherwise. e. R flatto tang ell..at env a and rd.lelen o.had abet.end s 1 a 16/201$ p I ' tAl int, .I ofeI les C..pa. to dlshelent= spostanelyd platy any deviation BC LL 0.0 PSF CA-ENG BFR/GWIH Alpin.,s dnrlslur ITV he t uesp In con Group Inc..wsell.x be rorfor H•far dwing,en Cr...Vnls OREGON shoeing, env failure to build the trues conformance slob ARS 1/T/I t,or for handling. shipping.lige ----^ AN rrwcoMMNY irst.11aGen.bracing.f tr...ed. 9p k200017.4� TOT.LD. 45.0 PSF SEQN- 241515 A teal all this drawing or amber page Hating Vile drawing. 1.515.tw sp_.1_,. K prNapplgyl sllplhwrlrg ATO r..pw ibflity widely for the nip.wham. TIIw suitability and aro of 1.dra.II for dig.trw5ra 1►4.e T "-' R3sl�,� � nopislbkkity of lino Dal kilns BMW.'par Nal 1p1 1 lw.2. + DUR.FAC. 1.15 1 SecTmnlo,CA 9528 ra.a..Inform...a sae elle pew's.gwer.l mats page and ten.tab ale..: ALPIM[:.w.slpoo Infer:..a ew.tpl mt..rg;RCA:hats p,.and erre ICC: anneal«a•fe.wg ""'"'�Oi�°f00n017 SPACING 24.0" JREF- 1VMG7175Z01 This DDG PREPARED FROM COMPUTER INPUT (LOADS&Dr 1ENSIONS) SUBMI TrED BY TRUSS MFR. (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - K30) Top chord 2x6 HF SS (") 1 plate(s) require special positioning. Refer to scaled plate Bot chord 2x4 HF SS :B2 2x4 DF-L #1&Bet.: plot details for special positioning requirements. Webs 2x4 HF Std/Stud :W2, W10 2x4 HF #2: 120 mph wind, 43.29 ft mean hgt, ASCE 7-10, CLOSED bldg, Located (a) Continuous lateral restraint equally spaced on member. anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC 084) DL=6.0 psf. In lieu of structural panels use purlins to brace all flat TC • 24" OC. Wind loads and reactions based on MWFRS with additional C&C member Bottom chord checked for 10,00 psf non-concurrent bottom chord live design. load applied per IRC-12 section 301.5. Right end vertical exposed to wind pressure. Deflection meets L/180 Deflection meets L/360 live and L/240 total load. Creep increase factor criteria for flexible wall coverings. for dead load Is 1.50. Calculated vertical deflection is 0.68" due to live load and 0,77" due to dead load at X = 11-10-5. 3X5$ 8X8= ons — 4X8(R) III 4X8 8X10 1 .5X4 III 5X10 2-0-15 1-4-0 T t $241-8-0 3X5(**) lI W2 8X8 4X8(R) ll H0514 5X14- 3X5111 L-3-10-8-J 5p{■ 6-0-15 T& 5-11-3 �` 5-11-11 1I� 5-11-11 id5-11-3 T 6-0-15 5-11-3 5-11-11 5-11-11 Lr 17-11-4 . 11-11-5 _I E 29-10-9 Over 2 Supports R=1634 U=367 W=5.499" R=1327 U=204 W=4.094" RL=53 Design Crit: IRC2012/TPI-2007(STD) ,eO PROFt. PLT TYP. 20 Gauge HS,Wave FT/RT=2%(096)/4(0) 15.01.0!_ - _fir _ 41ip OR/-/1/1/-/R/- Scale =.1875"/Ft. Truss Components of Oregon (503)357-!118 " ��I" AlolnuuAUNoraaTM+so&Iw1N1r • - 825 N 4th Ave,Cornelius OR 97113 "tw•SMT.• 11111•11111 11111 IIMIIw 1*ALL CONmu5TALL Aelpp INCLUDING THE immune. C'! N FAQ TC LL 25.0 PSF fiw..require estr.. e In fabricating,heling..hipping, ,nst...,,.g mei erasing.Neter to and follow19x76 - REF R7175- 96057 the lets.t 5*htlos of SCSI (&Aladin Campo..safety Inror..tldn. by Tel and MA)for safety practices prier ,� �1 TC DL 10.0 PSF DATE 12/15/15 to performing the..fv.etlans. Installer*shell provide tddpur.ry bracing per SCSI. eel...notad ntl.ornles. - rep chord.ng./have properly attach.fpe structurallac stmrat relnp.,.e bottom meal.ball brae n properly•tperd0 BC DL 10.0 PSF DRW CAl1SR7175 15349227 rigid telling. .0*1 lel.sheen for permanent lacer.,r..tr•,r.t or ores shell soya bracing Installed per!CSI ,4 P N ...or. er glo,a amyl leablr. Apply Platt to..m,*ase of trona and position_ween obey. on 1 n 16/2015 eJoint Ddt•Ils,unnut..nutotherwise. A.nr .hnga 111004for suneerd plate position.. AlOREGON •r BC LL 0.0 PSF CA-ENG BFR/GWH Alpine.•dhvl.len of 171&Alining Coop...croup Inc.10. shall net be reapenalble for any dev..thon front.I. (t — strewing,any Miura Co build the truss In conformance with ANsI/1►1 ,, or for nwellns, shipping, AN ITW COMPANY lnst.l 1.c len•ermine of trusses. 1 � N,29,MI. .f TOT,LD. 45.0 PSF SEQN- 241518 A wet an We...W g..Son.,peg.I feting Ws drawing 10.10.55*aa..pt..lg.or pnbM / .lsl 011.11•111. O •0 ra.pwlelbl Illy nobly for the deet/,d..w.. 11.wlteeltlty wad gee.f dila wrowing ter 051 Rama Circlere.p.h.lbl l,og.f de Sul&Ong%sig er p .11111/7111/g s s. any....tun",•the OUR.FAC. 1.15 Ser+c.lphb.CA 95R2s more information ICC.sites. """""t D''w02D7AINE:we.ullnsitraWIlet. NrCA .w .sty.e.: ,leewfe.erg SPACING 24.0" JREF- 1VMG7175Z01 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115061--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - K31) Top chord 2x6 DF-L #2 (**) 3 plate(s) require special positioning. Refer to scaled plate Bot chord 2x4 DF-L #11&Bet, plot details for special positioning requirements. • Webs 2x4 HF Std/Stud :W2, W10 2x4 HF #2: 120 mph wind, 43.25 ft mean hgt, ASCE 7-10, CLOSED bldg, Located (a) Continuous lateral restraint equally spaced on member, anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=6.0 psf. In lieu of structural panels use purlins to brace all flat TCB 24" OC. Wind loads and reactions based on MWFRS with additional C&C member Bottom chord checked for 10.00 psf non-concurrent bottom chord live design. load applied per IRC-12 section 301.5. Deflection meets 1/360 live and L/240 total load. Creep Increase Calculated vertical deflection is 0.67" due to live load and 0.76" due factor for dead load is 1.50. to dead load at X = 15-11-4. 8X8(**)� ons _ 5X7(R) lU 8X8= 1.5X4 III 5X14= 3X5= 1-4-0 .. L' r1 a) ---- Who 1-11-15 ■� 41-8-0 i 3X5(**) III W2 8X8= 5X7(R) Iii H0510= H0619(**) 3X5111 LE-3-10-8->i 5-3-3 5-4-15 5-3-3 6-11-11 6-11-11 5-3-3 5-4-15 5-3-3 6-11-11 6-11-11 L,- 15-11-4 13-11-6 k 29-10-10 Over 2 Supports R=1634 U=367 W=5.499" R=1327 U=203 W=4.103" RL=30 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. 20 Gauge HS,Wave FT/RT=276(0%)/4(0) 15.01.;,1,-: 4 to OR/-/1/1/-/R/- Scale =.1875"/Ft. Tensa Components of on (503)357-1118 •'�wN IWI•• REPO Iwo MUMS ALL NOTES a Tela mom, - 825 N 4th Ave,Cornelius OR 97113 '•nganTlwr•• 171wIgN THIS a'wlea TO ALL LaerincTDia lheuolw TlE IeSTAIIf$g. Ui�y od1MF��1 Dy TC LL 25.0 PSF REF R7175— 96058 Trusses require extrema r. In fabricating. handling. snipping, Installing and bracing.Refer to and rolls to I.teat edition>.ecss (b IIaI g Component Safety Information. by Tri.a$TCA)for.wr.cr erections prier 10676 T TC DL 10.0 PSF to performing than.function. lnscal,.rn.,all prowls.temporary bracing per peal. Unless noted otherwise, r DATE 12/15/15 tea chord*hell Neve properly act*structural enmeshing and pacts chord*1.11 hew•properly attached rigid aniline. Locations sheen for perommet latera' restraint or webs*hall Iwo Pr..,(stalled per SCSI - BC DL 10.0 PSF sections n.$7 or 010.as apprlo.pl.. Apply plat..to each rbce or truss sad position es blame oboes and an �� ' DU CAUSR7175 15349228 A�1 I (1�I� I the Joint Deceit., »a noted ether-else. Refer drawings 1110,_:far standard plate position.. 1 16/2015 BC LL 0.0 PSF CA—ENG BFR/GWH L—f^" I �J Alpine. •dive."of 1111 building Components group Inc.shall not be reepwe'ple for err,d.vhetlw from AN ITINCOMR4MY drawing.ilt'a•y failure e'.ro'to build the trues in eanro.wee with 111131/TPI 1.a for hmel'np, .1.31.q.russes. M. OREGON _ A pees*n tealo smug or....r pop I l.tlp telo rrwloo l,Wl..tw . aeg . onopt. .of prs ..I.el bereg a 1$,20l 101' TOT.LD. 45.0 PSF SON- 241522 11.1.1.10111 g of solely r r Woo Amigo ream. Tim mil erl l l y.'r r of rads irmmhg for goy.erw * turr Is e Rog., T N OUR,FAC, 1.15 8351 Roma Circle rowed 11.1 1 Ity ef eM asu/oe a.l=er per Pall/Ort 1 swot. Stamle o CA9582$ For more information ewe tills lob's general notes page and these web sites: JREF- 1VMG7175Z01 ALPINE:sem.elp'n.Ite.com; TP1:..e.rtl.=t..rg:RRCA:....o RII. d nal.try.oem: ICC:eme.Ioesars.org . . DMs 0602017 SPACING 24.0" THIS DM PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - K32) Top chord 2x6 DF-L #2 (I) - plates so marked were sized using 0% Fabrication Tolerance, 0 Bot chord 2x4 HF #1&Bet. degrees Rotational Tolerance, and/or zero Positioning Tolerance. Webs 2x4 HF Std/Stud :W2, W12 2x4 HF #2: :W4, W10 2x4 DF-L Std/Stud: (**) 3 piate(s) require special positioning. Refer to scaled plate 3 ' plot details for special positioning requirements. 120 mph wind, 43.21 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=6.0 Wind loads and reactions based on *FRS with additional CAC member psf. design. In lieu of structural panels use purlins to brace all fiat TC a 24" OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep Increase factor for dead load is 1.50. Calculated vertical deflection is 0.67" due to live load and 0.76" due to dead load at X = 13-11-4. 8X8(**) 0.5 _ 4X12= 3X`5a 8X8= 1.5X4111 4X12= 4X12= 1-4_0 l ... ��wi`��.Il tI� I W.....•-. 1-10-15 -L i. E wg�m...esa�w:=11aa n■ �uNNW "•� . 41-8-0 1 3X5(**) lit 8X8- W4 4X8(R)111 H0514(1)= H0514(**)Es 3X12E 3X51I1 13-10-8->.1 1.... 4-7-3 - 4-8-15 4-7-3 5-3-3 5-4-15 - 5-3-3 13-11-4 I 15-11-6 J 29-10-10 Over 2 Supports R=1634 U=367 W=5.499" R=1327 U=202 W=4.113" RL=27 Design Crit: IRC2012/TPI-2007(STD) . O PROF PLT TYP. 20 Gauge HS,Wave FT/RT=276(076)/4(0) 15.01.04 .. F4, OR/-/1/1/-/R/- Scale =.1875"/Ft, _ Truss Components ofOUTgoa1503)357-2118 *•WARNIUBI"EMI fa)Fa,,ml A"carts I!•NNIS tNII M' TC LL 25.0 PSF REF 87175- 96059 poen ••I NIT•• ROOM Tills OMwiNg TO AIL OOMMCiu1Ni INOJOINO TIE(11iALlJNf. �, �� w 825 N 4th Ave,Cornelius OR 97113 T !rummyrequire extreme care In f brir..ting.ladling. elites..., •installing en.bracing.Refer to esti follow 10515 the latest edition of SCSI Isatleins C<pen...t Safety Information,by»t ed MA)for gunnery pr«tic. prier • TC DL 10.0 PSF DATE 12/15/15 to performing ties.n..ations. Installers shell provide te.per.ry bracing per SCSI. Seim noted etl,erei«. 1, Cep<ierd shell Mire properly attached.tru<tur.l sheett...is any bottom chord WWI het.a properly etted.ad '. O rigid Calling. Let.tien.sheen for permanent lateral reatreint of*tee shell Iwo bracing'natal lad per SCSI �-. BC DL 10.0 PSF DRW CAUSR7175 15349229 A�� aactle a Y,57 or app!iother Apply p1aW is..o~face cruse e d position«.he_ .peva.d an ALPO the Joint 3.Dottifis,unless noted*thereto.. Peyer to hewing.,face for standard plate positions. 16/2015 Alpine, .diviaten of In building Ce.pssnsa Group Int.Nall net be r.pensible for any devletion fro.this OREGON BC LL 0.0 PSF CA-ENG BFR/GWH drawing, any failure to build the tr.os In confermeno*with ANSI/»I 1.or far hwdilro, r shipping, A AN RW COMPANY Intal lwtlan&bracing of true.«. A .i w an..drawing seam er seapegs I Nang this drawing, IRylrby. .. ep.nee C?e p pelwrl enamoring morin1 9�pO gl.;o.ti�N� TOT.LD. 45.0 PSF SEQN- 241526 .. re l...1 W I leg.wifely far the dlelp✓Waco. the menthol ling and taw.r mie dowing Npr r.fetfirethe Is s L 1 -- ---1.15 • xiSU RocN.Cilde re.pori.ul Igoe or Hs..,N>ng Oeelgn.r per ANSI/»s 1 sa..s. SNyammlo,CA 95x25 Per ear.inta...tlen«e 0015)*Ire general not«pegs end en.se web sites: SPACING 24.0" JREF- 1VMC7175Z01 ALPINr:es . » ,..ipin.it .e..: i.aw.tp lnss.eryl RCA:....rpt lnduwme 5try.e : ICC: a .ipoacra,erg Renewal Ode 61.1 1� THIS ONG PREPARED FROM COMPUTER INPUT (LOADS&DI HENS IONS) SUBMITTED BY TRUSS MFR. (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - K33) Top chord 2x6 DF-L #2 (**) 2 plate(s) require special positioning. Refer to scaled plate Bot chord 2x4 DF-L #1&Bet. plot details for special positioning requirements. Webs 2x4 HF Std/Stud :W2, W10 2x4 HF #2: :W8 2x4 DF-L Std/Stud: 120 mph wind, 43.17 ft mean hgt, ASCE 7-10, CLOSED bldg, Located v_:!)5.1.3 anywhere in roof, RISK CAT II, EXP B, wind TC 01=6.0 psf, wind BC In lieu of structural panels use purlins to brace all flat TC a 24" OC. DL=6.0 psi. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor Calculated vertical deflection is 0.69" due to live load and 0.79" due for dead load is 1.50. to dead load at X = 11-11-4. 8X8E 0.5 _ 4X12RE 8X8- 1.5X411 4X1256 4X12/0 limullommll".11111m1w=momom. 1, , oromm- -T 1-4-0 ��--wC.raMMMM so ...� ..... t --ter..■ � .�� 1-9-15 41-8-0 3X5(**) Ill 8X86 H0612= H0619(A")= 4X125-• 3X5111 W2 LE-3-10-8---1 5-11-10 5-11-10 5-11-3 6-0-15 5-11-3 5-11-10 5-11-10 5-11-3 6-0-15 5-11-3 I- 11-11-4 . I_ 17-11-6 —1 29-10-10 Over 2 Supports R=1634 U=367 W=5.499" R=1328 U=202 W=4.122" RL=24 Design Crit: IRC2012/TPI-2007(STD) rep PROp PLT TYP. 20 Gauge HS,Wave FT/RT=296(076)/4(0) 15.01.,,,!,'i _ F4 OR/-/1/1/-/R/- Scale =.1875"/Ft. Truss Components of Oregon 1503)357-p ill **AWI M••ATJ.A.fOLLON Au NOTES.1 11115.11.IRG I c 825 N418 ve,Cornelius OR 97113 "'�+ ►" paeluN Tau.Rion To Alt oglnlBlelas'"ern°'" TIN nerd aI.,,• �6 Ftp y IC LL 25.0 PSF REF 87175- 96060 Trusses require..tree.an.. In Lahr le.el"Y. nsioging. anlppl a• Installing end erasing.Refer to and follow the I.te,t edition or SCSI (Sul ldlrp Component Safety IMfr.atlen. by Tel aro!RCA)ler,.r,ty pr otloes prior • to performing thee.f=Ittle,a. Install,,,shell provide temporary bracing per SCSI. Unless not.ottwrwlse, '� TC DL 10.0 PSF DATE 12/15/15 cep eros shell hew properly attect.ed structure,M...:n...p ay bottom mord N,.11 net..properly attaelad ,41111114, rigid sell Imp. Laurie.do.ttorp.r.•.ert lateral restraint or web.Malt lay....Iry Installed per 11011101 /� !r — ..etle,a N. n x aloe e..psi Rabies Apply plates to es.hoe of true.and position as shorn Move..a on �/�, BC DL 10.0 PSF DRW CAUSR7175 15349230 the hint Details.unless noted otherwise. Refer to drwlrgs 160A-T for standard plate positions. I 1 WLOI S A PON I Alpine,o division or 1n Building Components(Peep los. shelf net be responsible tare„d.vlat.on fP.thio ^ OREGON BC LL 0.0 PSF CA-ENG BFR/GMA4 droning.any fs,lere to bend scrus,.n.w.fer,w,e.with ARsr/Tpl t,x for handling, Mlpplrq. AN ITW COMMON Ie.tallmtlen,ef,.tlrq of trusses. MRO,,,ttos i N TOT.LD. 45.0 PSF SEQN- 241532 A deal an help owing or vamp p..11.11..S is SeanIny. iodinates•.•Stan•.f prNaw ..lal englnwIne rwaaopaalblllty wNly M w raisin...in. The wrtnall Icy Sed era of VII.ewe.far any.t,p•w I.the T 051 Roma Cade rpaalbltlty or w rlldlq D..1ener par ANNUM 5...t. �' • DUR.FAC. 1.15 Swam*,CA95818 ler more informs. se.chit Job's general not.pogo and theee web elte.: RBn.a*lOda 6190,2017 SPACING 24.0" JREF- 1VMG7175Z01 ALPINE:ww.elpinelce.ew: TPI:ow.tple.t.orp:O CA: .aett,Mestry.ew: Mc.eme.leessre.erg THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUOMI TIED BY TRUSS IFR. (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - K34) Top chord 2x6 DF-L #2 :T2 2x6 OF-L SS: (**) 3 plate(s) require special positioning, Refer to scaled plate 13ot chord 2x4 DF-L 2400f-2.OE :82 2x4 HF SS: plot details for special positioning requirements. \ Webs 2x4 HF Std/Stud :W2 2x4 HF #2: 1",1 :W4, W8 2x4 DF-L Std/Stud: :W10 2x4 DF-L #2: 120 mph wind, 43.13 ft mean hgt, ASCE 7-10, CLOSED bldg, Located ` . anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psi, wind BC In lieu of structural panels use purlins to brace all flat TC a 24" OC. DL=6.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor Calculated vertical deflection is 0.68" due to live load and 0.78" due for dead load Is 1.50. to dead load at X = 16-6-7. • 8X8(**)= 5X7(R) IN 0.5 5X7(R) In 8X8= 1.5X4 IN T2 8X8= } 1-4-0 'ate • ..� Y �, la s 1-8-15 "-= �l 41-8-0 3X5(**) IN W2 8X8- 4 4X8(R) NI 8X8= H0514= B2 3X581 L3-10-8-NJ 110612(55)= 4-11-10 4-11-10 6-7-3 6-8-15 6-7-3 4-11-10 4-11-10 6-7-3 6-8-15 6-7-3 L 9-11-4 19-11-6 ,J E< 29-10-10 Over 2 Supports a� R=1634 U=366 W=5.499" R=1328 U=202 W=4.132" RL=22 Design Crit: IRC2012/TPI-2007(STD) .fi:V PROFF PLT TYP. 20 Gauge HS,Wave FT/RT=276(0%)/4(0) 15.01.0/•, d g g `p@w. OR/-/1/1/-/R/ Scale =.1875"/Ft. Truss Components of Oregon (503)357-1118 ••11619111161••SEAQ ma Faun.ALL NOTES ON TRIS ORANINCI 825 N 4th Ave,Cornelius OR 97113 iiI�oRTAST'e ylRNam'This SWIM TO AIL CSNTRACT*Is ISab°IUS RIR IelsrAllAp. 0 , TC LL 25.0 PSF Trusses require extreme care In f brIutl,g, handling, .hipping. Installing and bracing. Refer to and fella. � r� REF R7175— 96061 tile latest edition of SCSI (S,lldIng Cn.po,ent E.f.ty Information, by telend RICA)for...fogy pr.otlaa prior TC DL 10.0 PSF. DATE 12/15/15 to Achard lrg the..fe,etlens. Installers Nell provide t..pef.ry waling per SCSI. ..(bales.mated otherwise, /� , 4010, top chord.hell Imp properly attached Structural ah..ihing Ana bottom sherd Mall ha..e a properly aetaoeC rigid calling. locations Mon far p.rmen nc lateral vaunt of.ab.Mall lege bracing installed per SCSI BC DL 10.0 PSF DRW CAUSR7175 15349231 la section.S3.67 er Sig.as epplleable. Apply plat.s to each fate of truss end position es sheen above and on 1,16/2015 BC A L Pfl^ I n M F the JaiR.t.11. unless metal ner.Ia.. Rarer to mooingpositions.o s?for standard pieta positions. OREGON LL 0.0 PSF CA-ENG BFR/GIM Alpine, a division of ITR Build Ong Components group Inc. Shill not be responsible for any devl.tlen from t"le dr..hp. My failure to build the true.In conformance with ANSI/TPI 1. er for handling. shipping. --- AN ITN COMA4NY I i.tlpn.w.tln.g of trona... 9 IN.sol{W0 TOT.LD. 45.0 PSF SEAN- 241535 A seal.n.M.drwhg w.ever Rob I Istllg thl.drinlnp 1NI.eM..adores..f prNpsdl.nel engllwrip Rod .N resrglbl/Ity o►I.ly M rhe delipu ahem. TA.eoiSYll Sty Sind w.f rip Nwl"R far airy etrtgdre le tlr g Y 8351 Rome Circle raepata/pi1lb.f the SeIIRIlg Ilwld,wr per ARsI/TPI 1 el...:. DUO.FAC. 1.15 Seamed°,CAvsstR For Norm Information pea this Jeb•s general notes page end"Tew e.h alto.: Renewal Date 440m17 SPACING 24.0" JREF- 1VAIG7175Z01 ALPINE:wns .alpllt. o .cae:7P1:e .tpinRrr•A: st.erg: ..eelndbvoot y. .; ICC: eee.i ....ory THIS DUG PREPARED FROM COMPUTER INPUT (LOADS b DIHENS10115) SUBMITTED BY TRUSS IFR. (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - K35) Top chord 2x6 DF-L SS :72 2x6 DF-L 2400f-2.0E: 120 mph wind, 43.08 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 OF-L 2400f-2.0E anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC 05 Webs 2x4 HF Std/Stud :W2, W4, W10, W12 2x4 HF #2: DL=6.0 psf. In lieu of structural panels use purlins to brace all flat TC e 24" OC. Wind loads and reactions based on MWFRS with additional C&C member' design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load Is 1.50. Calculated vertical deflection is 0.70" due to live load and 0.79" due to dead load at X = 13-2-8. 6X8= 1.5X4 II 0.5 _ 3X10RE H0615 72 3X5oh 4X5DU 10 5X7= W12 4X160 t 1-4-0 .�++m.��.. _W.��_`--�wIM�>lS�..� 1-7-15 Ir - 41-8-0 I 3X7 8 6X8- W4 3X10- H0514= 6X1Oa 4X16E 3X5III W2 L-3-10-8� L 3-11-10 ) . 3-11-10 J, 5-5-0 4. 5-6-12 w 5-6-12 '11( 5-5-0 �� 1 3-11-10 3-11-10 I 5-5-0 5-6-12 5-6-12 5-5-0 I_ 7-11-4 ._I_ 21-11-6 ,j E 29-10-10 Over 2 Supports R=1634 U466 W=5.499" R=1328 U=198 W=4.141" Design Crit: IRC2012/TPI-2007(STD) PLT TYP. 20 Gauge )HS,Wave FT/RT=276(091)/4(0) 15.01.• . r .al Fs OR/-/1/1/-/R/- Scale =.1875"/Ft. _ Truss 5 Nm41hAve,CorThnsOR971137-_[IS •'•lei•• 111101 ALL MOTES 11/nllsoowlNcl �y �pIN F��y REF R7175- 96062 ••RnwlfNf!•• Plpwfll TNFg mem 1I to Au gPARTS elw IMRwIw Lig mamma. F 0 TC LL 25.0 PSF Trusses require extreme care in hew/meting,1=,I.IIf.. shipping. Installing and bracing. Sorer to.d relies 10675 TC DL 10.0 PSF DATE 12/15/15 the latest ...eltl. or Wel (Building Component a componrty.IMwnm CA eetion. by 1 eWT )for sefoty oreeoltye Kier , to p.rr.r.lng ton.function.. Intellors nMll provide t..p.r.ry bracing per SCSI. !Miami noted*Uwe.... 7lir ^_ tap chord shall have properly 1et.elwd structural d...ening•ed boron.chord shall hate•preparing.terdwe BC DL 10,0 P5F DRW CAUSR7175 15349232 rigid..Illy. Locations.I.....for perwl.nt littoral rose/elm or wb..flail hors bracing ins.'Sod per xt1 r� f"'i TM emetleng p7,117 or 510. es applicable. Apply Pietas to each face or cruse elm paltl.n a she,.,alarm and en �=1 JI--i�i]^ I �w Joint Dotall..unless notal other.... Refer to drawings,.dA_:for standard plate paiti.n..Alpt 16/2015 BC LL 0.0 PSF CA-ENG BFR/MH -__IPIJ �l drawn. &rigs r'ler.toIbuilBuilding lt eytr ."`..eCroup for.morwe with Ishell rnlb1.r�Ibh�linng. whippiany ng. en From this a OREGON — AN ftW COMFI.NY installation A erasing of troosee, .1 TOT.LD. 45.0 PSF SEAN- 241538 A owl an Shia ermine.r.wdr pM*llotlng tele drrmlr./. Indl..t.p Me.ptrre of prefaalwrl.nglneering 7A v 0.20,1 'I 8351 cel. resp.wl.11ityy,whip.far the amigo~wt. The w1te11lIty.ad w..f We drwlng far.y stated.,e la t 1. •�► OUR.FAC. 1.15 fo.p.wlbl l lip.f oh.gill Wing Resigner per AwIIIPl 1 lea.I. Satr'""m°'c"''82" ASPIRE:..ilpi,wlt..ee Tel}ow..tpl Job's R I:.w.aacuMa ry..e �'sa.ie.mer..org n.I.aNDdNOA1w201v SPACING 24,0" JREF- 1VMG7175Z01 (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - K36) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x6 DF-L SS :T3 2x6 DF-L 2400f-2.0E: 2 COMPLETE TRUSSES REQU 1 RED 1 tC Bot chord 2x4 DF-L 2400f-2.OE Webs 2x4 HF Std/Stud :W2, 810, 812 2x4 HF #2: Nail Schedule:0.131"x3", min. nails012.00"Top Chord: 1 Row 112. " o.c. Special loads Bot Chord: 1 Row 112.00" o.c. y -5 (Lumber Our.Fac.=1.15 / Plate Dur.Fac.=1.15) Webs : 1 Row a 4" o.c. IC- From 70 plf at -3.88 to 70 plf at 5.94 Use equal spacing between rows and stagger nails TC- From 35 plf at 5.94 to 35 plf at 28.00 in each row to avoid splitting. TC- From 70 plf at 28.00 to 70 plf at 32.50 BC- From 20 plf at 0.00 to 20 plf at 5.84 120 mph wind, 43.04 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- From 109 plf at 5.84 to 109 pit at 5.97 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC BC- From 99 plf at 5.97 to 99 plf at 28.00 DL=6.0 psf. BC- From 109 plf at 28.00 to 109 plf at 32.50 BC- 457.00 lb Conc. Load at 5.97 Wind loads and reactions based on MBFRS with additional C&C member design. Right cantilever is exposed to wind In lieu of structural panels use purlins to brace all flat TC 1 24" Deflection meets L/360 live and 1/240 total load. Creep increase factor OC. for dead load is 1.50. 8X8- 1.5X411 3X5(R) III 0.5 _ H0619= 3X5- 3X572 4X5= T3 3X10- 3X10= I. 1-i 0 1-6-15 11 w2 6X8= 4_41-8-0 .1 3X5 4X12- H0510� 4X129 W1 3X10= W121 3X5, 1.5X41 Lc-3-10-8-0J L2-6_0.1 tt 5-11-4 , 4-8-11 T4-6-15 ei 4-10-7 _ 6-1-0 i, 4-10-7 rl. 4-10-7 =I 4-6-15 .11-7-12,i 4-10-7 4-10-7 4-6-15 l ..7-1 I_ 5-11-4 _I_ 26-6-12 _I 14( 32-6-0 Over 2 Supports a1 R=2421 U=426 W=5.5" R=2612 U=389 W=5.5" Design Crit: IRC2012/TPI-2007(STD) PLT TYP. 20 Gauge HS,Wave FT/RT=2%(0%)/4(0) 15.01.E p�FS_ OR/-/1/1/-/R/- Scale =.1875"/Ft. Thus Com of Oregon 503 357-.t IS 9.1191519101..REM PIM num Au_runs a THIS HMNlrcl w3 REF R7175- 96093 Components ••IwaHrae•• ROHM Tru&mina TO ALL og MOOCH S Heual=We HlrsTr LINS, 1103/Ne( O 825 N 4th Ave,Combos O 97113 � TC LL 25.0 PSF Trusses require estrwee aero In rebrleaclog. /welling. .hipping, installing and bracing.Neter to dna follow 19575• The l teat wltlen of dal Mal Wing Component Sefa.y Information.by m and/ICA)for Warr pew-clew prier TC DL 10.0 PSF DATE 12/16/15 to performing thews'unctions. Iwtallors Wall provide temporary bracing per SCSI. Unleas,noted otherwise, A4111l top chord shall have properly attached structural eheethl"g wed bottom chord shall have a prcporly attadwl rigid ca,ll,g. locations sewn for parm.wnt Iaterel ...valor or mobs Whale how bracing installed per sal 401- ii BC DL 10.0 PSF DRQ CAUSR7175 15350041 sactlew 53.57 or 510. on applleable. Apply plate.to oath fete of truss and position as Wow oboe.end w � rr, the bins pecan..unless noted ethorolse. Morar to drwings ieca-z for a/wand plate pwlt,oa. 1-16/2015 41 o NI� BC LL 0.0 PSF CA-ENG BFR/GMH Aro/ns. .dl I.iw of IA gulrel g to.pewte e.e p Ica. Sall at a r..pe.,ba.for a y eae,.tiac rrw tela OREGON drawing, any failure to build the truss,n conform/we with ArSlrtP1 1,or for hnndling, shipping. N AN ITW[OMRgNY Insta,I.tlw.bracing of trmow.. TOT.LD. 45.0 PSF SUM- 241541 A owl an alp drwlag or Waver page 1IN1ne ale arming Indlwb .a .aap1.. of pref...lonal slln.erl 9R a.20,1• G I rmopwalbIlley mo1.ly**Wow West/.elan. T.o.I II Arming. w••••aW t In •drawing IS..ne.v.eane un V 8351 Roma Cud. ��un lg.r ere etIdIeg omoi}.r per AIa1mH 1 a...:. 5 ' DUR.FAC. 1 .15• Sacramento,cnssu8 a. more on'M.G.Information sae.npinot.eg eral WICA:stwp.g..ndtimtieww bites: SPACING 24.0" JREF- 1VMG7175201 ALPINE:Mar..lpinslt..rom: ?PI:sae.tpinsc.org:r7CA:emo.abdlndwtry.<w: ICC:amo.l«saro.o.g RdlwwrHDgbwmV7Mi THIS Olt PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - L1) Top chord 2x6 DF-L SS :72 2x6 DF-L 2400f-2.0E: 2 COMPLETE TRUSSES REQUIRED L________±_z 1 :74 2x6 HF #2: Bot chord 2x4 DF-L 2400f-2.0E Nail Schedule:0.131"x3", min. nails Webs 2x4 HF Std/Stud :W2 2x4 HF #1&Bet.: Top Chord: 1 Row .12.00" o.c. :W3 2x8 DF-L #2: Bot Chord: 1 Row 012.00" o.c. Webs : 1 Row 0 4" o.c. (111-1-:;;? 1 Special loads Use equal spacing between rows and stagger nails (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.*1.15) in each row to avoid splitting. 1 TC- From 70 plf at -3.88 to 70 plf at 5.94 TC- From 70 plf at 5.94 to 70 plf at 12.19 120 mph wind, 43.41 ft mean hgt, ASCE 7-10, CLOSED bldg, Located TC- From 70 plf at 12.19 to 70 plf at 29.71 anywhere in roof, RISK CAT It, EXP B, wind TC 01=6.0 psf, wind BC BC- From 20 plf at 0.00 to 20 plf at 29.71 DL=6.0 psf. BC- 457.00 lb Conc. Load at 6.10 PLB- 1457.93 lb Conc. Load at ( 6.10,41.71) Wind loads and reactions based on !MFRS. (a) Continuous lateral restraint equally spaced on member. Right end vertical exposed to wind pressure. Deflection meets L/180 criteria for flexible wall coverings. In lieu of structural panels use purlins to brace all flat TC ! 24" OC. Deflection meets L/360 live and L/240 total load. Creep increase Calculated vertical deflection is 0.66" due to live load and 0.76" due factor for dead load is 1.50. to dead load at X = 11-10-12. 4X5-.= 1.5X4 Ill SS0715a 5 1012= 6X8(R) 8 3X10= 0.5 _ 3X10 _ ons T4 T2 T T 1-4-0 x� III -1- OMMO Mill.11111 . In 2-0-0 2-1-14 1. II r I 41-8-0 I 1 3X5 W W2 8X10- W3 5X5'-'m H0510a 3X10 5X7= LE-3-10-8->J 5-9-8 5-11-4 6-2-14 -1T 5-9-0 '`L 5-11-4 '� 5-11-4 'l` 5-9-8 'I I_ 5-11-4 _I_ 6-3-0 13-9-12 _I_ 3-8-9 lac 29-8-9 Over 2 Supports ,1 R=3148 U=553 W=5.5" R=1713 U=258 W=4.076" RL=-27 PLT TYP. 20 Gauge HS,18 Gauge HS, Design Crit: IRC2012/TPI-2007(STD) Wave FT/RT=2%(096)/4(0) 15.0.1., •. ;' 4 F OR/-/1/1/-/R/- Scale =.1875"/Ft. Truss Components of Oregon (503)357- 118 •7MNINCI••READ AMO sww MIL NOTES a mis muamsl 825 N 4th Ave,Cornelius OR 97f 13 "i r+Tla•• MUM THIS SWIMS n ALL ppnlMCTAw Iwu.vw TIM INSTALLERS. �0 0C31NF�� 'Oy TC LL 25.0 PSF REF R7175- 96130 Trusses r.geir.entre..car. In febricatlnp.hmell Ins,N.Imping. I,stelil,g ed bracing_..ter to sad folie 19676- '� TC DL 10.0 PSF the latest edition of SCSI (Relldrn.C..po.nt Safety Info..lel. by TPI and.TCA) for safety process.prier , DATE 12/16/15 .performing the.functions. Installers shell prmeide temporary erating per SCSI. Unless rot.otherwise. �, chord.hell have properly aortico structur.l sleething and better chord shell have a properly a.m.. isld calling. teeetim,.sheen for...anent hats.,reetrai.t of ens snarl nese...ing Install.per ucti /�-i BC DL 10.0 PSF DRW CAUSR7175 15350029 APO N E thea sag ai e,slsg a.,pi ieable. Appy pletea ee wall roes or truss pooh to...cel„, a, . Ill ineJeirt Teivi la. of ITITss .nt.. th.,pl... t'.,-to dr el.ga 10en-2 r>.te,dar.riot.pl/asel e. 1-16/2015 BC LL 0.0 PSF CA-ENG BFR/GWH AIel..a y failurielone of MTs sulldi,g Comtruss In ntscon ores Ir....all,ac 1 Tor rinle to.eel/deviation P.O.this OREGON reeAN ITW COMPANY Installation fol ioei co build the trq.s In conformance.Mtn A161/TTI 1,or for needling, shipping. of trusses. y a� TOT.LD. 45.0 PSF SEQN- 241547 =el a this*mobs,.r sever pops Iiw1n5 thin dr..! , heptose Stwpb.ne..f pr*f.o.l.el et4Nr.rlag 14 4....• S 19� mp Ne. Ill1 ity Wooly Al,coo desipl Dimon. Tie wisri i 1ty sof w.of.01*drwwnS for,.y serrature I•oho QDUNS.FAC. 1.15 8351 Roiling CircleCircler. ..1111ler err Dal Whig Seigler per ANSl/IPI I S .!. stu.hlpdC.cnvslux for mo,.. ... .:ion1151 are tn.tpinot or wearei UTCA net.,pega end the,. aie..e: N.R.rr.Iodommo 7 SPACING 24.0" JREF- 1 VMG7175Z01 --- ALPINE:wm.alpinslt..oca:TPI:e...cpi nst.ars:RG:ean.abelr,daetry.see; ICC: .w.lee.er..prg THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIYFJISIONS) SUBMITTED BY TRUSS MFR. (1115081--TIMBERTECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - L2) Top chord 2x6 DF-L 2400f-2.0E 120 mph wind, 43.33 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L 2400f-2.OE anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud :12, 14, W12 2x4 HF #2: DL=6.0 psf. (a) Continuous lateral restraint equally spaced on member. Wind loads and reactions based on MFRS with additional C&C membe design. In lieu of structural panels use purlins to brace all flat TC • 24" OC. Right end vertical exposed to wind pressure. Deflection meets L/180 Bottom chord checked for 10.00 psf non-concurrent bottom chord live criteria for flexible wall coverings. load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep Increase Calculated vertical deflection is 0.73" due to live load and 0.75" due factor for dead load is 1.50. to dead load at X = 13-10-12. Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. 4X12 6X8 5X5(81)#i ons _ 3X101 8X8= 5X10(R) (la) o.s _ 3X10 (a) _ 0.5 mimm 1-4-0 ��'��' sow__apa I 2-0-0 2-1-14 i W +41-8-0 I I 3X7111 12 6X8= 14 3X10 4X8(R) III H0514S. 3X5111 �3-10-8� 5X12= 3-11-10 3-11-10 6-3-0 5-10-14 5-10-14 3-8-9 3-11-10 3-11-10 6-3-0 5-10-14 5-10-14 3-8-9 I_ 7-11-4 _1_ 6-3-0 ,jI_ 11-9-12 _I.- 3-8-9 _I ft 29-8-9 Over 2 Supports >I R=1714 U=363 1=5.499" R=1387 U=197 1=4.075" RL=44 Design Crit: IRC2012/TPI-2007(STD) O PROEM PLT TYP. 20 Gauge HS,Wave FT/RTet2%(0%)/4(0) 15.01. i t4,, OR/-/1/1/-/R/- Scale =,1875"/Ft. Truss Components of Oregon 503)357-!118 ••faNIINCI••HERD Am FOLLOW ALL NOTES at THIS DIMINIcl \ (11N� 825 N 4th Ave,Cornelius OR 97113 "IraTprr" MINION TM's°II�1'°T°ALL°°In""a'°Is+"cw°sle TMs Is*ir+an• 0 O F� y TC LL 25.0 PSF REF R7175- 96063 the Istat russes require letOxt a cers(Pullin.fabricating,handling. Shipping, Installing end bracing. Refer to acme rob le. I 19576P =p Component Sef.ty InformetIon.by on aM II/TCA)f.r safety practice.prior TC DL 10.0 PSF DATE 12/15/15 to performing these functions. Installers 011011 proolde tamperery treeing per SCSI. Sols.noted oUwnIS., 44111164, w etre shell have properly.tt.tt.d structure!...him end OMta chord Nell b....properly etcacted / , BC DL 1D.D PSF DOWN CAUSR7175 15349233 rigid ceiling. Locative ram for perte,.nt lateral reetrelnt of ata•11.11 l.0e Wooing Installed per SCSI i dillk A iLpo N E sectionshDin alar 510,_applicable. Apply plata to. g repo or corse ane positionplate clown y.q end.n ' O the Joint Details.not IT Roilotel o.g Co pe. Rorer to lot. .drawings 140Ashell for.$,.Dear,plate positions. 1 1 612015 BC LL 0.0 PSF CA-ENG BFR/GWH Alpine, a calf l•IM.f ITM building ust necon Group Inc. Mall not be reeperalel.for.^ deviation from this arcing,any failure to bull,the trae In conform..with IWSInel 1, .r for N.M., shipping. IS OREGON AN ITWCIOMOAN/ lataltallon 1 bracing er Loa.ee. '— A peel 1t alt«..10 er mow P.S.I letInu rhea weain11�S Ibr eet...eeep onto.f prefee lenel enelteerllg •�Ar V+n.so 79� •• TOT,LD. 45.0 PSF SEQN- 241 551 reopw,.lbllley solely for U.design oma 1. We wlltab111ty owl aw er this Pols Per any seawater*le the • f 113,1 RosouC*ele reep.,.IBIIIty of the eul kilns DeelgMr per NNiIflPI 1 1e..2. Oji y .N DUR.FAC. 1.15 SRQpneio,Cn95101 per were Information tee this Job's g..*r'1 0000*page woe thea*..b alt.,: n«wwwDraly3012os7 SPACING 24.0" JREF- 1VMG7175Z01 /WINE:lYa...lyl als..ta: 191:rw.yiat.erg:MCA.•w.ab.lnaustry.c..: ICC:we.lecare..rg THIS DWG PREPARED FROM COMPUTER IIPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - L3) Top chord 2x6 DF-L #2 (*•) 1 plate(s) require special positioning. Refer to scaled plate Bot chord 2x4 DF-L #1&Bet. :B2 2x4 DF-L 2400f-2.0E: plot details for special positioning requirements. Webs 2x4 HF Std/Stud :W2, W12 2x4 HF #2: :W4 2x4 DF-L Std/Stud: 120 mph wind, 43.33 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC (a) Continuous lateral restraint equally spaced on member. DL=6.0 psf. in lieu of structural panels use purlins to brace all flat TC a 24" OC. Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Right end vertical exposed to wind pressure. Deflection meets L/180 criteria for flexible wall coverings. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Calculated vertical deflection is 0.67" due to live load and 0.75" due to dead load at X = 15-10-12. 0.5 — 4X8(R)s 8X8(**)= 5X7(R) IR 8X8ME (a) 3X10 (a) 5X5== 0.5 0.5 — 6X10(R) B .. wtrM = i1 1 T 1-40 .m.`a`ill1lm 0 am11r5Mj/ 1 2-0-0 2-1-14 3X7 NI 2 8X8em 4 4X8 R) III B2 41-8-0 I I ( H0514= 3X7s 5X12 L-3-10-8->J 3X5 IR 4-11-10 4-11-10 6-3-0 4-10-14 4-10-14 3-8-9 4-11-10 4-11-10 6-3-0 4-10-14 4-10-14 3-8-9 9-11-4 I_ 6-3-0 I_ 9-9-12 1 3-8-9 29-8-9 Over 2 Supports ] I R=1626 U=363 1=5.499" R=1320 U=202 1=4.073" RL=49 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. 20 Gauge HS,Wave FT/RT=2%(090/4(0) 15.01.5( " ' ' '. OR/-/1/1/-/R/- Scale =.1875"/Ft. Truss Components of Oregon 1503)357-;118 .91M111111101°.Reno ASD RUMP ALL ons a NIS Di IMI f0 IN REF 87175- 96064 825 N 4th Ave,Cornelius OR 97i 13 ••IrOrrAST•• PlltilIPI lois Iwolno n Au mrllweTIME 11141o1w lac lesipllfl0. C'1� �G q• Q0 TC LL 25.0 PSF Trusses require extreme r. In f.bricetieg, Snelling. slipping, Installing and bracing.Refer to and reline 19576' the latest edition of Ileal (Building Consonant Safety 1n/erection. by Tfl and RG)for safety pranc.lose pi-lark.. TC DL 10.0 PSF DATE 12/15/15 to periereing chase fuintlenl.. Installers sell provide tseper.ry Mewing per SCSI. Unless ndt.d otherwise, top ssrd shall have properly attanlad structural aha.thing and batten chord dell have•properly.55.51100 1 rigid ceiling. Locations divan for per. nit I.tarel n .n.restraint of. shell haw bromine Installed per SCSI 40BC DL 10.0 PSF DRW CAUSR7175 15349234 1. tn' sections BS. 57 or 010. es.pp11n ei.. Apply plates to.eca fee.or trust and position as ss.Gres•ne en /� ■L`�^��{I„ I the islet Detail.. ale..noted otherwise. Refer to drawings 1410/1-1 for stn derd plot.petition.. I 16/2015 BC LL 0.0 PSF CA-ENG BFR/GWH ' \v' I Alpine, a division or(1f gal ld,,.Canpwnent.Group Ino.shall not be raapon.lble for on•devl.tlen from Ml. /../�t droving. any failure to build the trues In eolfereenee with MSI/7p1 1. or for h.ndl lng. Mlpping, ,,, OREGON -- AN ITWCOM ` Installation bracing af 5n'w'' TOT.LD. 45.0 PSF SEQN- 241556 A.wl.n title Arming of-.pegs listing Nilo Dewily Indene.,SSSgptotsm eq pr.ftNeMI wglnosrhg 9 e,j0.0� ..,panel►Il my Wally for Ni.Amigo.MMI. els wiWl l icy M.non of Lhld drawing far any etrwWlte I.Ni. e� t17s1 Roan Circle To r.gwsiblllq M tis SWUM.,D..Igh.r parr MAIM!1 S..... Rco , T .1N DUR.FAC. 1.15 smaAeat.p.caysszA Par=ire,.!..,.Ileo.rm the e general notes page• those sob sites. RtingnlDAUM /2017 SPACING 24.0" JREF- 1VMC7175ZO1 w AtpIMC: ww•Iplwl w.ew:TN:ww.tplmpit.t t. generalg:RCA:sw .aba lnMw cry.a : ICC:ew. yh .,aa .orq Ili Is DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - L4) Top chord 2x6 HF #2 (I) - plates so marked were sized using 0% Fabrication Tolerance, 0 Bot chord 2x4 DF-L #1&Bet. :B2 2x4 HF #1&Bet.: degrees Rotational Tolerance, and/or zero Positioning Tolerance. Webs 2x4 HF Std/Stud :W2, W14 2x4 HF #2: :W4 2x4 DF-L Std/Stud: 120 mph wind, 43.33 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC In lieu of structural panels use purlins to brace all flat TC a 24" OC. DL=6.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets 1/360 live and L/240 total load. Creep Increase factor Right end vertical exposed to wind pressure. Deflection meets L/180 for dead load is 1.50. criteria for flexible wall coverings. Calculated vertical deflection Is 0.66" due to live load and 0.75" due to dead load at X = 11-11-4. 6X8= 4X8ER 6X8(R) 111 5X5' 0.s 4X12 3X5s 8X8® 0.5 3X10s _ 0.5 w■ �� TT 1-4-0 .:r=-- .a`��_�_ En l. 1 2-0-0 2-1-14 41-8-0 .1 1_ 3X7111 6X8= W4 4X12= 3X5--E H0514(I)a 3X7? 5X12= 3X5111 W24-3-10-8-QJ 3-11-3 4-0-15 3-11-3 6-3-0 3-10-14 3-10-14 3-8-9 3-11-3 4-0-15 3-11-3 6-3-0 3-10-14 3-10-14 3-8-9 11-11-4 6-3-0 7-9-12 3-8-9 E 29-8-9 Over 2 Supports ).i R=1626 U=363 W=5.499" R=1320 U.202 W=4.072" RL=49 Design Crit: IRC2012/TPI-2007(STD) .E.0 PROR', PLT TYP, 20 Gauge HS,Wave FT/RT=276(0%)/4(0) 15.01.p�_ r 4 OR/-/1/1/-/R/- Scale =.1875"/Ft. + ••11AVINImi1••READ AIN pNWAR ALL NOTES a MIS DRMIIMBI Truss Components orucli at (503)357-.1IS ••IwaRTANI.• wlwlax Mia=MAO To ALL mMaAclals uCMINN 1St INSTAums N- F TC LL 25.0 PSF 825 N 4�i Ave,Combas OR 97113 Trusses require extreme ter.In f.er.o ting.Ierl l,q. shipping. Installing.rid testing.Refer to w fella 19675- Trusses REF R7i 75- 96065 the limpet edition of sal (..doing C..pn..nt s.r.cy Information. by tPl w MA)for..rpt„practices prier Jul TC DL 10.0 PSF DATE 12/15/15 to p.rfor.ing Owe.functions. Installers shall provide t..p.r.,,bracing per•t,,. Wiese noted otherwise, jib'tap chord.hill new properly attached structure.*thing w bottom Ward shall Min.properly.tt.eh.d rigid nailing. Idutre.a sheen far p.r...nc lateral raitr.int of sobs.1x11 new bracing Instilled per Res. I-16/2015 BC DL 10.0 PSF DRW CAUSR7175 15349235 A��0 N E thetlon.s3,a or glop..appllo.bl.. Apply pines to..ah rpt,or mgrss air position te NNW*.cd en the Joint Details.unless.otldl atm-_pie.. Refer to deeming* sha 160A-Z for.twirl pear.pa.leloa.. OREGON BC LL 0.0 PSF CA-ENG BFR/GWH Alpine, .division of IA Rai Idlrg Components Group Inc.shall net ho responsible fpr any dn.I.tlm ten,th i. drening, any Polios•to build the truss In conformer...ith ANSI/TPI 1. or for handling, shipping. 11fti AN ITW COMPANY instal intron•Issuing of Arms... 9A'M.so.lie 'p TOT.LD. 45.0 PSF SEQN- 241559 A mei on this*Riley sr ewer pogo listing this griming. littlest.sinspersis•?prarw.lwl ongldwr-q "VI. .0 resp.rslali lq aslsly The Yip deign shaven. The suitability and up.M this drawing r r tory structure la the II T 5)51 Rptan•Circk r.....ralIity sr the winding R..u,.r per Agalnpt 1 a...R. DUR.FAC. 1.15 Sacramento,CA')5R1A For ware Inforc..tion.ea title Job's envier.!notes page and ewe*web site. e dD isOf0 T ALPINE:epp..lpl,ritor.oew:WI:.. Rwn ..tpinet.nrg: CA: ..bclnd. try.o.a: ICC:ewe.lee..r..nrg SPACING 24.0" J REF- 1 VMG71 75Z01 THIS DUG PREPARED FROM COMPUTER I NPUT (LOADS 8 DIMENSIONS) SUOMITTED BY TRUSS MFR. (1115061--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - 15) Top chord 2x6 DF-L #2 (••) 1 plate(s) require special positioning. Refer to scaled plate Bot chord 2x4 HF #1&Bet. :B2 2x4 DF-L #1&Bet. : plot details for special positioning requirements. Webs 2x4 HF Std/Stud :12, 112 2x4 HF #2: 120 mph wind, 43.33 ft mean hgt, ASCE 7-10, CLOSED bldg, Located (a) Continuous lateral restraint equally spaced on member. anywhere in roof, RISK CAT II, EXP B, wind IC DL=6,0 psf, wind BC DL=6.0 psf. In lieu of structural panels use purlins to brace all flat TC a 24" OC. Wind loads and reactions based on MWFRS with additional C&C Bottom chord checked for 10.00 psf non-concurrent bottom chord live design. load applied per IRC-12 section 301.5. Right end vertical exposed to wind pressure. Deflection meets L/180 Deflection meets L/360 live and L/240 total load. Creep increase factor criteria for flexible wall coverings. for dead load is 1.50. Calculated vertical deflection is 0.66" due to live load and 0.74" due to dead load at X = 13-11-4. 8X8 5X5(R1)0 8X8(**)= 8X8= 0.5 _(a) o.s 4X8(R) 0.5 5X14= 3X5E — T 1-4-0 —� �m18 �1—inimmitilifilWi T 2-0-0 2-1-14 ma _L Pb�>s.b�11��ir MI f 3X711 8X8 6X8(1011 H0514= 3X5- 12 5X12= 3X5111 Lc-3-10-8—).-1 4-7-3 4-8-15 4-7-3 6-3-0 5-9-12 3-8-9 4-7-3 4-8-15 4-7-3 6-3-0 5-9-12 3-8-9 13-11-4 6-3-0 5-9-12 3-8-9 Ec 29-8-9 Over 2 Supports R=1626 U=363 1=5.499" R=1320 U=202 1=4.07" RL=49 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. 20 Gauge HS,Wave FT/RT=296(0X)/4(0) 15.01.1,•+"/ FkL OR/-/1/1/-/R/- Scale =.1875"/Ft. Truss Components of Oregon 503 357-1118 ••fA11E11MG1•• NEM AK/raw nit NOTES MINIS OUMIISI Ik ••Impalnwr•• rawIIH DNR 0Un1�11A TO ALL eosrmaeton metIDlb1 111E INSTALLERS. C3 itTC LL 25.0 PSF 825 N 4th Ave,Cornelius O 97113 0 F4 0A REF R7175- 96066 Tresses require extrema urn In fabricating,handling,shipping. inchsilr.g end bracing.Refer to and folio& Y>' TC DL 10.0 PSF DATE 12/15/15 TM latest edition or SCSI (building Component Sataty Iorerwtian. by WI and lard)for settty practices prix 71�78 J to perrerwing these function.. Installers shell preside temporary bracing per SCSI. Unless noted otherwise. r 1, tap chord,dell Mee properly attached structural wheeth ng and bottom chord cell have.properly attaches BC DL 10.0 PSF DRW CAUSR7175 15349236 rigid ceiling. Location.alvn for peseinent tats.l restraint or cob.shall haw bracing Installed per ECS f� ALP], v the Joint N, 57 or. np arise)ot00 Apply plates to to teen r1ce Sr foras and positionio po.hewn Wes.and en Ai lgdivisionunless Sbuil eng Ceage t...rep snail lege_:for rsesndardponsible plat.ny deviatI1.:16/2015 BC LL 0.0 PSF CA-ENG BFR/CNH Alpine, n division Si'eITS building truss in Group Inc.Io.boll mer.h1.or fora bh rs. s apping..n ha Nrs drwrtg, any tel g build tie er..a in tonrora.ht..rth ANSlirrr 1,or for hMg1i J. shipping. OREGON AN row COMMNY installation a bracing of tr,,..ea. ^ v TOT.LD. 45.0 PSF SEQN- 241563 nail on Vole drwing en moor gag.I lets g MID trwlnrI// Illglaafw sorrow..of►rates.iambi Nglrewrisg IF 44, jOn Ile G,I n.apwralbll Ito whip for eh.d..lgn.bag,. T o ouleoblliq sod v..of thio dra Ing ter wp atrtrWrp i tooO� O V 8351 Rmal=Cvck r.abwe h11 Ivy of aha 1.1NIM Aalgner Car N1E1/SPI 1 Sea.N. T DUR.FAC. 1.15 Setrmneto.CA9S828 ger eel. Information too this gap's general nacos page and these tee bite.: SPAC 1 NG 24.0" ALPINE:woo.alpinel .eswwWa. :771:s .tpinet.arg:RUA:s . eln .try.ca.: ICC:.e..lccsata.org RalwwWDM*841or2017 JREF- 1VII1G7175Z01 t. THIS DRG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS IFR. (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - L6) Top chord 2x6 HF #2 (") 1 plate(s) require special positioning. Refer to scaled plate Bot chord 2x4 DF-L #1&Bet. plot details for special positioning requirements. Webs 2x4 HF Std/Stud :W2, W12 2x4 HF #2: 120 mph wind, 43.33 ft mean hgt, ASCE 7-10, CLOSED bldg. Located (a) Continuous lateral restraint equally spaced on member. anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=6.0 psf. In lieu of structural panels use purlins to brace all flat TC • 24" OC. Wind loads and reactions based on MWFRS with additional C&C member Bottom chord checked for 10.00 psf non-concurrent bottom chord live design, load applied per IRC-12 section 301.5. Right end vertical exposed to wind pressure. Deflection meets L/180 Deflection meets L/360 live and L/240 total load. Creep increase factor criteria for flexible wall coverings. for dead load is 1.50. Calculated vertical deflection is 0.66" due to live load and 0.75" due Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, to dead load at X = 15-11-4. Ce=1.10, CAT II & Pf=21.17 psf. 4X8 +. 5X5 8X8( )st 0.5 — 5X7(R) 91 8X10Es (a) 8X8� 0.5 _ _ 0.5 3X50 _ 1-4 0 II�_ R �� i -Wt 2-0 0 2-1 14 4_41-8-0 3X711 8X8'' 5X7(R) Ili H0510 4X5RE 5X12- 3X5111 L-3-10-8-1.-1 5-3-3 - 5-4-15 5-3-3 6-3-0 3-9-12 3-8-9 1, 15-11-4 .►_ 6-3-0 —L-3-9-12,j_ 3-8-9 J E 29-8-9 Over 2 Supports R=1704 U=352 W=5.499" R=1320 U=202 W0*4.069" RL=49 Design Crit: IRC2012/TPI-2007(STD) 'IP' • PLT TYP. 20 Gauge HS,Wave FT/RT=2%(096)/4(0) 15.01.0 Ft'.ft OR/-/1/1/-/R/- Scale =.1875"/Ft. Truss Components of Oregon (503)l357-,MB •MARNINSI••READmis MIN ALL NOTES IN DNS anmisl REF 87175- 9fi067 B25 N 4th Ave,Conlehus Olt 97f 13 "Im•QTAfre• nmmm1 This IIUm111g yo ALL CONT 1ALITM IARlgIAI THE HIPTAL H0. �G%N E-F, O TC LL 25.0 PSF Trwws require extreme care In fabricating, landing, shipping, *notal hh.,g end bracing.(afar to and renew 10676'- the latest.Option of SCSI (Building Comp.nent Saaty Information.by TPI are RCA)for eighty practice,prier TC DL 10.0 PSF DATE 12/15/15 to performing these naetiors. Installer.,hell provide temporary bracing per ACS!. Unless noted otherwise, Adl top chord shall hors properly attached structural Sheathing are bottom.chord shall levo.properly attached rigid ceiling. Location*sheen for permanent hater.i rentr..nt of webs shall hocs bracing installed per ACSI 401h j BC DL 10.0 PSF DRW CAUSR7175 15349237 ' (..+ sections Si. ST er RIO. M apptitabla. Apply plates is teal fete or trues end position w.hew.ab.y.*AP on ` e1e Joint Aet.l Ia.on1es.nett'etln,iw. Pere,no dewing.IAAA-y ref.t.e.dard phot.p..iSlere. I 16/2015 J JJQ(�I Alpin,..Abelson Or Ina ealldl q Coe.enwta 8 e p Int. shell not a eaaponalbla for e latlen seer til. BC LL 0.0 PSF CA-ENG BFR/GWH dewing,any fellers.co build the true. In Cenr.reac..lth AASirnI 1. ar for handling. shipping. (5 OREGON AN ITW COMPANY installntion A br...ng of trusses. d� `r TOT,LD. 45.0 PSF SEQN- 241566 A sal.n M1.*wins.r war pew linins del.amai1111Ap. In/Swans says. lenr•of pr.Nsslawl enpin wing • II.20,10' 'f 0351 RaauCirck ra.pa slb11lay wlely for hie de.lyn sewn. Tan wltr11log.rad ova M tl11.Owning far any*arm.aw.Is the "-01. ' N DUR.FAC. 1.15 r..An1a111q.,th,•0.1111.,osalp,ar per AmItnp1 t S...a. Sacramento,CA vsszs for tare lnrc,w[hw..e sola Jais general net.s page owl Si?...web citta: SPACING 24.0" JREF- 1VMG7175ZOi ALPINE:w .e w.alpilta.aeo: TPI:w.tplwwMa t-erg:RCA:e .ab.htry.aw; 1q:w.hao.•re.ore Renewal We 018012017 (111 5081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - L7) THIS GIG PREPARED FROM COMPUTER IIWT (EOMI$&OIIIENSIOHS) SUBMITTED BY TRUSS YFR. Top chord 2x6 HF SS (") 1 plate(s) require special positioning. Refer to scaled plate Bot chord 2x4 DF-L 2400f-2.OE •82 2x4 DF-L #1&Bet.: plot details for special positioning requirements. Webs 2x4 HF Std/Stud :W2 2x4 DF-L #2: :W12 2x4 HF #2: 120 mph wind, 43.33 ft mean hgt, ASCE 7-10, CLOSED bldg, Located (a) Continuous lateral restraint equally spaced on member. anywhere in roof, RISK CAT II, EXP B, wind IC DL=6.0 psf, wind BC \.....:1 DL=6.0 psf, In lieu of structural panels use purlins to brace all flat TC C 24" OC. Wind loads and reactions based on /MFRS with additional C&C member Bottom chord checked for 10.00 psf non-concurrent bottom chord live design. load applied per IRC-12 section 301.5. Right end vertical exposed to wind pressure. Deflection meets L/180 Deflection meets L/360 live and L/240 total load. Creep increase factor criteria for flexible wall coverings. for dead load is 1,50. Calculated vertical deflection is 0.64" due to live load and 0.67" due Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, to dead load at X = 11-10-5. Ce=1,10, CAT II & Pf=21.17 psf. 5X5 3X5` 4X8(R) In 0.5 — 4X8(R) nI 4X8 8X10 (a) 0.5 _ _ 0.5 4X8(R)= 8X8— + M TT r 1-4-0 I ` " __.' on Ift 2-0-0 2-1-14 i MIN & _4_41-8-0 I 1 3X5(**) al W2 8X8= 4X8(R) II H0510= 82 5X5= LG-3-10-8-3J 5X12=a 3X5 IN 5-11-3 6-0-15 5-11-3 6-3-0 1-9-12 3-8-9 5-11-3 6-0-15 5-11-3 6-3-01-�_� 3-8-9 I_ 17-11-4 _►_ 6-3-0 -I- - ,. 3-8-9 -.I I" 29-8-9 Over 2 Supports R=1714 U=359 W=5.499" R=1387 U=202 W=4.067" RL=49 Design Crit: IRC2012/TPI-2007(STD) O PROF. PLT TYP. 20 Gauge HS,Wave FT/RT=2%(0!6)/4(0) 15.01.►/, 11 - 'r , S0 OR/-/1/1/-/R/- Scale =.1875"/Ft. Truss Components of Otegon f503)357-2118 ••841018811••READ NO FOLIO.MI IONS a Nils AMMO ti (C 625 N 4th Ave,Cornelius OR 97113 t'f111'�MT'e ROOM ON MONS ONS/0 NA.COMPACN INS IIRlo111g N E II6TAu.lp. . 4. TC LL 25.0 PSF REF R7175— 96068 Tosses require..trwr a In rabrlting. heeli .shipping. installing and bracing. Refer to end roll. 1087E-.. 7w latest edition.f ALAI (Building C.rpe.rnt Safety Information.by T.1 and RCA) for safety practice*prior „000' `' TC DL 10.0 PSF DATE 12/15/15 to performing that functions. Installers.hall provide t..p.rery bracing per SCSI- gplesa noted other.lw, - top chord shell it.properly attached structure'sheathing and bettor chord shell have a properly attached �� % BC DL 10.0 PSFl��• 1 rigid ceiling. loo.tlar flew,for permanent l.t.r.l restraint of webs shall naw Seeing inst.,.per east DRI CAUSR7175 15349238 �� wct tun 113.07 or 510. es applicable. apply pl.ta.to.ash face or cruse end petition as shorn chew.el on 1.16/2015 - the Joint Details, unless nett,otherwise Mf to dr—rope 11101-2 for.condor,plate position.. OREGON BC LL 0.0 PSF CA-ENG BFR/GWH Alpine,a division of 1711bn ,ildirg Cesponanta Crop Inc..hall net s reale,shble Per any,enation fru.Unit drawing, any failure t.Wthe W build a truss In conferment*with AI61/Tel 1, or for...ling. shipping, ^ AN N COMPANY Inst.1lntl.n a bracing.1•trww.. 14'tin.20,109.11 •- TOT.LD. 45.0 PSF SEQN— 241569 A wet MMI.waving x asv..pya 11stlop M1.steam, Indl.st...atpAaw...g pr.MsIYrl.,gihr.rllp "!OL •vtY Inrpewlbl l lq..holy n .Una da lel Yell• 1h..oltYl Icy.my ger of this IYwSng M.,q.amm�ablrr.la Lia mil Rama cant rwpei.lAl l lq of Her WI I.IM 11aaigrer Inc ONON71 1,t..:. DUR.FAC. 1.15 saoommAo.CA95R2R . nswwpore Information see this pi.oerWh b's general not..A•9*AAA endwAAA sites. �a 17 $PACING 24.0" JREF- 1VING7175Z01 1 ALPINE; iplltw.e :T►1:e .tpinat.erg,RCA:s -abcOnantry.00m, ICC: w.lwwfe.org THIS DWG PREPARED FROM COMPUTER IIIPUT (LOADS A DIYENS IONS) SUBIIITTEO BY TRUSS MFR. (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - 1.8) Top chord 2x6 HF 42 (**) 1 plate(s) require special positioning. Refer to scaled plate Bot chord 2x4 OF-L #1&Bet. plot details for special positioning requirements. Webs 2x4 HF Std/Stud :W2, W12 2x4 HF 42: 120 mph wind, 43.33 ft mean hgt, ASCE 7-10, CLOSED bldg, Located (a) Continuous lateral restraint equally spaced on member. anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=6.O psf. In lieu of structural panels use purlins to brace all flat TC a 24" OC. Wind loads and reactions based on MMFRS with additional C&C member Bottom chord checked for 10.00 psf non-concurrent bottom chord live design. load applied per IRC-12 section 301.5. Right end vertical exposed to wind pressure. Deflection meets L/180 Deflection meets 1/360 live and L/240 total load. Creep increase factor criteria for flexible wall coverings. for dead load Is 1.50. Calculated vertical deflection is 0.66" due to live load and 0.75" due Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, to dead load at X = 14-10-9. Ce=1.10, CAT II & Pf=21.17 psf. 3X5m 4X12 4X8(R) III 8X8('*) 5X14 5X5 0.5 _ 4X5 s5 6X10= (a) — 0.5 1-4-0 eL"��: �.i-. ^ _�I 2-0-0 2-1-15 S. .Ipeea w..........er•.ia = rr 41-8-0 ± I 3X7 MI W2 8X8- 6X8(R) III H0510m 4X5= 5X12 3X5111 L-3-10-8-).•I 4-10-15 5-0-11 5-0-11 4-10-15 5-10-8 3-10-13 4-10-15 5-0-11 5-0-11 4-10-15 5-10-8 3-10-13 L. 19-11-4 5-10-8 _I_3-10-13_1 I. 29-8-9 Over 2 Supports R=1688 U=362 W=5.498" R=1320 U=202 W=4.066" RL=49 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. 20 Gauge HS,Wave �� I�I.� � T��TM96(�)/4(0) 15.01.' a Ftts OR/-/1/1/-/R/- Scale =.1875"/Ft. Truss Components of Oregon (503)357-:I 18 READ FALLER ALL 825 N 41h i Ave,Cornelius OR 97113 "I'p°"rwrt" malls"TMls°"111/1.10*u oanwser R1 inaa°uA THE DAIMLERS. jay d 1 4 O TC LL 25.0 PSF Trans.require o extreme earn In (building Component r.ndling. shipping. in.talll .M bracing. e19076- The �lQ �y REF R7175- 96069 TPI .. Refer to.c rpllaTC DL 10.0 PSF Geapwe.t s.r.ty 1".er..orar by cin..+sur for safety tod other ise, , A DATE 12/15/15 to performing these MAtler.. Intel l•re shell provide temporary bracing par/CSI. e•pr need attached•. 1 top chord.nay I*weeLoco property.te.aed structural sheathing and cotter chord all have*properly atc•cnSC BC DL 10.0 PSF DIN CAUSR71is 15349239 _ rigid sell leg. Locations Women for per.acpnt l.brsi retr•I nt of webs snail haw bracing Installed per am r� I AllPONE the ions 03,Si w 510. e ee.dapplother.otherwise. Sy p r o ning of err,.and rd /po•tions. a ane ed tin hint e.tail•. .le•,aced ingCerester dr•wngsme Ione ter.t.n.+.rd plot..alts.... I..16/2015 BC LL Q.0 PSF CA-ENG BFR/01-1 upin..•arvl.le of lit Sul Wing ca.pen.nes area Inc.Ise. an.l1..et b..••pw„lel•for any d v,atibn Ire w,• erasing,wry failure to build tnm truss in eent•rydn.n.ith AIISI/T/1 1.or for handling, s"ippig. n. OREGON AN ITW COMPANY ,ata Ilat l on a bracing of true,„. TOT.LD. 45.0 PSF SEQN-cool*n ehl.drawl,.*r serer pap 11.5115 Vile ermine. Inel.a.5e.aeapt.so.OP pr h..l.nal wglsoerlf5 '9 �g.20,10# ../ Q 241 572 re*p_nIbl Ile,solely f r the*yelp elm.f. The solt.5llle,.le on.et Wife*rwing far any strotur.,.fed 83s1 Roman Circle rep.nlbll le,.f w run,.Daeleper per ANSI/WI t S.o.s. �O� T N DUR.FAC. 1.15 s=t,beegcA9sPzs ee' alpinwert._nlBled...this tpln..ogaetlretep.gpwtry,d n...eb CC. rm g Nenew.loats=MOPT SPACING 24.0" JREF- 1VMG7175Z01 11LpIM:: Ipf al v.<e: TPI:.w.epl at.erg:eTCA:aa..•bOln.otry.ee: 1�� .lacsof..a (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - L9) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8,DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x6 HF SS (") 1 plate(s) require special positioning. Refer to scaled plate Bot chord 2x4 OF-L 2400f-2.0E :62 2x4 DF-L #1&Bet.: plot details for special positioning requirements. Webs 2x4 HF Std/Stud :W2, W12 2x4 HF #2: 120 mph wind, 43.38 ft mean hgt, ASCE 7-10, CLOSED bldg, Located ‘21‘ (a) Continuous lateral restraint equally spaced on member, anywhere in roof, RISK CAT II, EXP 6, wind TC DL=6.0 psf, wind BC DL=6.0 psf. In lieu of structural panels use purlins to brace all flat TC e 24" OC. Wind loads and reactions based on MFRS with additional CAC member Bottom chord checked for 10.00 psf non-concurrent bottom chord live design. load applied per IRC-12 section 301.5. Right end vertical exposed to wind pressure. Deflection meets 1/180 Deflection meets L/360 live and L/240 total load. Creep increase factor criteria for flexible wall coverings. for dead load is 1.50. Calculated vertical deflection is 0.63" due to live load and 0.67" due Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, to dead load at X = 10-9-14. Ce=1.10, CAT li & Pf=21.17 psf. 3X5RE 5X552RE 5X7(R) Ii 0.5 4X5=1 5X10-- ^ 0.5 4X12(R) 8X8RE 4X8 __ T 1-4-0 " r1 w 2-0-0 2-2-15 1 ' 62 41-8-0 I_ 1 3x5(**) IN W2 8X8se 5X7(R)III H0510= 3X7= 3-10-8� 3X511 4X16= 5-4-15 5-6-11 5-6-11 5-4-15 1-1°-s 5-10-13 5-4-15 5-6-11 5-6-11 5-4-151_ _ 5-10-13 1_ 21-11-4 _I_�B___ 5-10-13 ,1 29-8-9 Over 2 Supports R=1673 U=351 W=5.498" R=1390 U=202 W=4.065" RL=49 Design Crit: IRC2012/TPI-2007(STD) + PROD PLT TYP. 20 Gauge HS,Wave FT/RT=2%(0%)/4(0) 15.01., i Fi4r OR/ /1/1/-/R/- Scale .e.1875"/Ft. Truss Components of Oregon (503 357-2118 "e Ill•• NM Faux ALL laws a INS DIMING! �G1N��. TC LL 25.0 PSF 825 N 4fh Ave,Co nelrus 0R 97113 "'�°"FA T" 'wns"NIS°".nn r°ALL a°^""o'°"s slsetaous tre I�FFM+sA+• QREF R7175- 96070 Truest.require onee.a caro In fabrlo.tl,g. bundling. shipping. Installing and brec,.g. Refer to and fellow 19575 TC DL 10.0 PSF DATE 12/15/15 tbu latest.diel.n of ipsl (5.1 icing Capone".Safety Informatlaw, by TPI and RCA)for safety practice.prier to performing these/lotions. Installers sb.11 provide to perery bracing pr SCSI. Vales*noted.01.0,.1 a, • ' top shore shell rdw properly.teethed atrvet..eI.ld.thl,g rid settee chord sell buy.,properly Kp.r'aw'sesl /� BC DL 1Q.0 PSF rigid eel ling. Ler-melees slam for p.reenent lateral restraint of.abs.buil hues brawl installed �/� DRW CAUSR7175 15349240 ...sect Set.51 r Rd. w Tp,lewl.. Apply pietas to each fees of crew and position ea shown above and en 1 16/2015 ,4 Pp N( `".Joint dec.11.. toleso need otburni... Idrr t.drawings lade..:fen med.rdi plat.pseiti..-. BC LL 0.0 PSF CA-ENG BFR/GWH alpine •ate,.,..or ill Anifelag Ceoe,d.ts Geiip Inc.sbul l roe e.r..pwsibe ler•ry ewnneton.raw tole OREGON drawing, hey failure to build the trues in conformance wish/HSI/TN 1. or for handling. shipping, AN ITW COMPANY iwtal lotion a bracing of cru..... 0351 Ramo Circle A"'^"'i►ltliry..$.Iy'ft...ever ,~v:i. '.,�i'�lb..�:.T��."'�'»p"°lis S.,.leg tea• any '.t,�,;.I.„. 4R0� °', •N00 �, DUR.FAC. 1TOT.LD. 5.15.0 PSF SON- 241575 reepwlaib111ty.r the Colau..1 sigh.,pr.1101/1.1 1 aw,a. sac,ddad,cAnRm For her.1rular.aticrh Sn.thin ,general net..payo and these.ab,ices: SPACING 24.0" .1REF- 1 VMC7175Z01 ALPINE:wra..Ipinelt..ee.: TPI:....tw.s, pinat.ergi Rai . clydp.try.ee.: ICC:war.Icceaf..erg Rales dElstelWO2017 THIS MPG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115081--TIMBER TECH FRAMING -BURNHAN-ASN/BLDG 1/ EAST -- TIGARD, OR - L10) Top chord 2x6 HF #2 120 mph wind, 43.34 ft mean hgtn ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP 8, wind TC DL=6.0 psf, wind BC . Webs 2x4 HF Std/Stud :W2 2x4 HF #2: DL=6.0 psf. (a) Continuous lateral restraint equally spaced on member. Wind loads and reactions based on MWFRS with additional C&C membe / fo design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Right end vertical exposed to wind pressure. Deflection meets L/180 criteria for flexible wall coverings. Deflection meets L/360 live and L/240 total load. Creep Increase factor for dead load is 1.50. 0.5 3X5= 4X5RE 3X10$ 3X5 III 6X8RE I T 1-4-0 L--_ W2 (a 2-2-1 I _. .._ _. l 441-8-0 __ 3X7 III 6X8= 5X7 R 5: LE----3-10-8----' 7>-3-10-8----' ; j? 6-6-3 6-6-3 Y'1.06-9-11 6-9 11 > I, 6-6-3 6-7-15 X 12 �" 20-1-8 Over 2 Supports arI R=1203 U=305 W=5.498" R=880 U=133 W=5.5" RL=61/-20 Design Crit: IRC2012/TPI-2007(STO) ROxF PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01.y p P , OR/-/1/1/-/R/- Scale =.3125"/Ft. Truss Components of Oregon (503)357•.118 •MUIRU 61••tufa Ain rotten ALL norm a 11115 awlrsr ��F • TC LL 25.0 PSF 8Z5 N 4th Ave,Cornelius OR 97113 •'INPaNTANT•• MINIM Tuns MIMEO 15 Ari wN1tAeTas r"a"r"""e l TdLL5 . (� F REF R7175- 96071 Truems require comma ear.In fabricating,handling, shipping. In.t,.11 lng and O eieg. Omer to ma feller 1957li- TC DL 10.0 PSF DATE 12/15/15 the latest edition of SCSI (Building Lirrpo...t Safety Infor.atlon. by TPI..,A efffA)for safety practices prior ' e serf..irg thea.function.. Installers shell provide camer..,bracing per W$1. kilme noted otherwlae, I _ cop chord shall new properly.heeled etruetural.haethin.p.M Nett..maresn.11 Leve.properly attached / Am- rigid calling Location.shown for persona.lateral restraint of*shall Nava aminoIhetel led pr OM / BC DL 10.0 PSF DU CAl)SR7175 15349241 �UO1� mations N. 07 or Big.s.ppleeabi.. Apply plates to each fa.of crews and p.ision as tiwon above..d On 1-16/201$ - the 1el,nt get.I1..ewle....t.d etn.r.i... 1".`".,t.dna l..pa,Ba_:ret.ta..d.,rd piece pnitlohe. BC LL 0.0 PSF CA-ENG BFR/GWH Alpin.a dlvi)ler of Int wl lhl..p Casp in oSob..hell not be mor fur bl.fx Any a«iet.on free this ORi'iVON dnstell any feller.to Wim the troy in omTorawnea with MS//iPl I. or mer handling.ah.ping. TOT.LD. 45.0 PSF SEQN- 241578 AN fT1N COMR4Mf insrarlaciw.a Bruning or crew.... A l I.Mm aier wow pop 111061110N.Mowing. leAloolee msptwe. .of pref. l.hepe. l Merllg 9A.A. �'2+Q-r17 a nomen.l.l le Irty cery for ad Melon moon. The ealan1l iv me am of tine*imam fir any pwur btlIn tf.. "OL B v 1 W e\•� Aww MDURA FAC. 1.15 r. 11351 RotstaCircle .p.o..lo/Ila Moho welwm5 D. 1pper r 0113117•1,yw.B. •. s1«wllITIO CA 990 For wro information bee this Job's con _, i.wtea page..w time web aim.: R MyOWs6/30/2017 SPACING 24.0" JREF- 1VAIG7175Z01 ALPINE::eee..Ipinslt..ce.: TPI:mea.tpie.pinst.t.orp:urc0:ane.abeir.Jstry.cs.: ICS:.wa.l«sN..ery (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - L11) TNIS DIG PREPARED FROM COMPUTER 16PUT (LOADS&DIHENS I(NS) SISMITTE)BY muss MFR. Top chord 2x6 DF-L #2 :72 2x4 HF #1&Bet.: 120 mph wind, 43.54 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #1&Bet. :62 2x4 HF #1&Bet.: anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud :W4 2x4 HF #2: DL-6.0 psf. 1....003;) :W6 2x4 DF-L Std/Stud: Wind loads and reactions based on MBFRS with additional C&C member Left cantilever is exposed to wind design. (a) Continuous lateral restraint equally spaced on member. Right end vertical exposed to wind pressure. Deflection meets L/180 criteria for flexible wall coverings. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 6X8(R) In 3X12 o•5 _ 6X10= T2 4X5RE 3X10= 1.5X41I 3X5= T .- ! = a 1-4-0 r�r�i '��'_�1�111�■ 2-6-14I -4-41-8-0I 1.5X4111 3X12= 4X8(R) III H0510= 82 4X5- 5X7m = W4 3X5= W6W6 LK-3-10-8-).-12-0-11 1"1 0- 3-8-7 6-0-0 6-0-0 6-0-0 ` 5-8-8 1"12 1 -0- 3-8-7 6-0-0 SIA 6-0-0 + 6-0-0 'I` 5-10-4 F29-8-9 Over 2 Supports 'I R=1744 U=424 1=5.495" R=1233 U=189 1=4.053" RL=82/-28 Design Crit: IRC2012/TPI-2007(STD) ,EO PROpit PLT TYP. 20 Gauge HS,Wave FT/RTo2%(0%)/4(0) 15.01.t, , IT, s°i OR/-/1/1/-/R/- Scale =.1875"/Ft. Truss Components of Oregon (503)357•.118 *MAIM INN••Ilea NO Fate ALL III/TES a nus arwlw f • 825 N 4Th Ave,Cornelius Olt 97113 ••Iw'onrwrt•• MOM MS SWIM/°ALL COMMcm"1"Iwo°"'�TM 1115.L.■4• CT K 4, TC LL 25.0 PSF REF R7175- 96073 Trusses require extreme care In fobrlcatlog•handling. .hipping, installing end bracing.Safer to end follow 1ea7a the I.teet edition of SCSI (building Component befety Information. by Till end PICA)yr safety pr.ctl0M prier r I TC DL 10.0 PSF DATE 12/15/15 te perfe,.lig these nineties, timelier.shelf prairie.temporary bracing per SCSI. Unless noted other... dightk top d ardcel shell hove properly etteehe.etre¢tu let el end bottom chord shall Nee•properly Sheathed al : / BC DL 10.0 PSF DRW rigid calling. Locations.Nen for penmen•.. Ieterel restraint of ace.Shall Neva bracing lintel led par DM CAUSR7175 15349243 r ..otic.,in. b7 or./g. se Epp!lcebls. Apply plates to sech fed of en,..and pesltlon K.hoe..eove esld en 1-16/2015 166/2015 ' O the Joint Details. unless rested otherwise. Rater to drawings 1.011-L far standard plate position, ,4 I[—"`� Alpine. a dieneion 1W 5 Siding eprga ante oro p Ino, eNll net p.lege.Tele';;;.7'1;,77;:::'`" or.y de i.t e. chi. OREGON BC LL 0.0 PSF CA-ENG BFR/GNH doe.ta' •nay follur.ee WIId the cru.. In cesfer..no..Ith AAsl/nl 1, or for 5,4.9. ehippino. AN ITWCC)MMNY Instaltetl.n a craning of trues., 940 11.20,001' V TOT.LD. 45.0 PSF SEAN- 241585 A=sal en,t1e drawl.or ewer pe.natl.v,1.lordin11g.. IMNN.a.e.pb�p N plHr..lsl reep•i.lbl lig sagely Per eta A•algn Yeses,. The.eltr111ty•1d nee.f dip ira for •.Kindly O M o.ry ststRWr.1.ale /114 &751 R1ri'9p Curie ra.pm.alil t lb.f w sal fdlp...Ignsnr per AP{'/T.I,....:. DUR.FAC. 1.15 Sacram■Ro,CA 95820 For ears information no.sib,obis general note.peg..,.d t1.e.e web site, M.1IPVNl D.1.0(30(201 ALSPACING 24.0" JREF- 1VNG7175Z01 Piot:Sw..lpinssnn:l:s.m.tpinssw t.org:PTCA: ...bolndtry.e.e n ICC:cae.Iccesf..orp THIS DRG PREPARED FROM COMPUTER IIPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS IFR. (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - L11P) Top chord 2x6 DF-L #2 :T2 2x4 HF #1&Bet.: Negative reaction(s) of -21924 MAX. (See below) from a non-wind load Bot chord 2x4 DF-L #1&Bet. case requires uplift connection. Webs 2x4 HF Std/Stud :W4 2x4 HF #2: :W6 2x4 DF-L Std/Stud: 120 mph wind, 43.54 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC �� Wind loads and reactions based on MWFRS with additional C&C member DL■6.0 psf. design. Right end vertical exposed to wind pressure. Deflection meets L/1 Deflection meets L/360 live and L/240 total load. Creep increase factor criteria for flexible wall coverings. for dead load is 1.50. Left cantilever is exposed to wind SEE CALCULATION PAGES FOR LOAD CASES NOT SHOWN HERE. (a) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. 3X12= 6X8(R) II 3X711 3X5= 0.5 6X10= T2 4X5 5X5= 5X7= M a �\` 2-6I 14 1-4-0 �`� r --L 41-8-0 W4 1 .5X41!1 3X12me 4X8(R) III H0508E 4X5= 3X10= 3X5w= 4X8(R) !I Lc-3-10-8-e 2-0-11 1 1 k'--0- 3-8-7 6-0-0 6-0-0 6-0-0 4-8-0 �1-a1a2 1• 0- 3-8-7 6-0-0 6-0-0 6-0-0 4-8-0 1-z-4 29-8-9 Over 2 Supports R=1744 U=424 1=5.495" R=3273/-2192 U=1733 W=4.053" RL=82/-28 Design Crit: 1RC2012/TPI-2007(STD) g p. PLT TYP. 20 Gauge HS,Wave FT/RT=2%(0X)/4(0) 15.01.,/, t 0.„ OR/-/1/1/-/R/- Scale =.1875"/Ft. Truss Comp rents of Oregon (503)357-21I8 ',MA RUN°lee MEAD Ala ralIMI ALL Ng'FS MI MIs EWINGlOo1Nr. REF R7175- 96117 825 N 4th Ave,Cornelius OR 97S 13 "11810MAIrt" FINNISH 111111.°tall°t°PAL IICI(IIw TME INSTIIuas• o t4- O TC LL 25.0 PSF Trusses require extreme sere In reentering.handling. shipping, Installing end bracing.serer to end fellow 19578P the latest edition of SCSI (allding Gaosome germ,information. by till Sad RCA)for fanny pr.eteo lebaht . TC DL 10.0 PSF DATE 12/15/15 to performing them Mettles.. /est.11ers.h.11 provide temporary.rating per SCSI. Iles,noted otherwise. AlOr rep°!egad snail Ism properly attached structural Mre.Nin.g end boot..Mord malt lave a properly ate.eMa /�. ': BC DL 10.0 PSF SRW CAusR7175 15349281 rigid ceiling. tocetiens Mom for per.wsMeen nt lateral restraint of nobs shell hbracing ucalled ser SCSI lli sections ge, g7 or 500.en.ppllc.ble. Apply places to men face of cruse and position es.lawn leve and to A-Lilo N( tMAlpin..Joint.Datolea.l.,cpfele..IA notesud .ld.otll . Net.,"sGrail to. ingsMa.1i1b0A-Sbeforraatosrd.rdpen.lbla plot.ter pitlem. devl grifaI..16/2015 BC LL 0.0 PSF CA-ENG BFR/GWH .Alen .9.erwmG.1pMwIwo.snot an71 mm r...1. OREGON drMIAN ITW COMPANY motelglmei.,failure my lng obrs.....tho truss in eon/erma,.e.ebb AASH/t►1 1,or for handling, snipping, gelb TOT.LD. 45.0 PSF SEQN- 243459 A.mel an We lowing.r... pee.I Mesh.gUMdfa.l,nigg I108110.8.0ps.ep4.w/P ey pPPMMI•Ml M.glrl..rl,lg ip. N.211,10 ,..........obs Illy rlNMdemon y per ,a g"M ,.meToo wlpMe e aloe of Ohm downy for My soru.Mn'o 1.Low — x351 Roma Calk rm.p.n.+br 11q of MM egl ldlq g..lgnr per AIAI/lyl ,ting. O(, t ,�� DUR.FAC. 1.15 Sotlanlndo,CA MS ALPINE:wwoIpin.,ty.oc TPI1s.nt.tyisbag M mes I.Cc ..e.:ltte.r...rg R new.eo e.S1aorptl SPACING 24.0" JREF- 1VMG7175Z01 THIS DRG PREPARED FROM COMPUTER INPUT (LOADS Z DIMENSIONS) SUBMITTED BY TRUSS FR. (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - L11X) Top chord 2x6 DF-L #2 :72 2x4 HF #1&Bet.: The maximum horizontal reaction is 2498# Bot chord 2x4 DF-L #1&Bet. :B2 2x4 HF #1&Bet.: Webs 2x4 HF Std/Stud :14 2x4 HF #2: (++) - This plate works for both joints covered. :16 2x4 OF-L Std/Stud: (I) - plates so marked were sized using 0% Fabrication Tolerance, 0 Wind loads and reactions based on MWFRS with additional C&C member degrees Rotational Tolerance, and/or zero Positioning Tolerance. design. 120 mph wind, 43.54 ft mean hgt, ASCE 7-10, CLOSED bldg, Locat (a) Continuous lateral restraint equally spaced on member. anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind DL=6.0 psf. Deflection meets L/360 live and L/240 total load. Creep increase factor _ for dead load Is 1.50. Right end vertical exposed to wind pressure. Deflection meets L/180 criteria for flexible wall coverings. SEE CALCULATION PAGES FOR LOAD CASES NOT SHOWN HERE. Left cantilever is exposed to wind Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. • 3X12i3 6X8(R) N 4X8(R) A H1019(++) 3X5= 0.5 _ 6X10 T2 4X5RE 4X5 aiv T 2-6-14 1-+01.10 _ I 41-8-0 1.5X4 III 14 3X12= 4X8(R) III H0510= B2 4X5' 4X5. 3X5(R) Iii 3X5= 5X7(II)= �3-10-8-3J2-0-11 1 T� 3-8-7 rl_ 6-0-0 < 6-0-0sfc 6-0-0 m2-9-4-11.-9 2-9-4 9-fL- 2 T'r 0- 3-8-7 6-0-0 6-0-0 6-0-0 2-9-4 1-9-DIC-4-0 29-8-9 Over 2 Supports 3.- R=1744 .R=1744 U=424 1=5.495" R=1233 1)0189 W=4.053" Rh=2500/-2500 RL=1881/-1881 Design Crit: I RC2012/TP I-2007(STD) PLT TYP. 20 Gauge HS,Wave FT/RT=2%(0%)/4(0) 15.01.x,-+" !64_ OR/-/1/1/-/R/- Scale =.1875"/Ft. Truss Components of Oregon ({503 357-;118 ••IMRN11101••leu.Ns rumour nu NOTES a 11115IIN//INCI �N 825 N 4th Ave,Comehus OR 97113 Trusses, pglslf l DM 10"u mNrlble1016 INCWDIw Tic IST"LL'e• �O E.O.A. O TC LL 25.0 PSF REF R7175- 96116 Trsarequire extreme tare In.abrlat,nn,Dandling, M ,•hipping. installing and bracing. fer to and folie. 19676• TC DL 1D.D PSF DATE 12/15/15 the lat.et edition of gal (Sul laird Component Safety Information.by TPI and RCA) for sofa,pxa 1 tl< prior. to performingha tnaom rprop..Iy Installers shell provide temporary t. ho par aCl1. Unless noted.tt.eh de. �, Sap Cher.Mall lose properly attached.cr.etr.l r.I r Ing•a gotta ere Shall hove.pr•pKy.ct.tlea BC DL 10.0 PSF rigid oiling. Location shown for p•ra.ne..c...oral ratral.K of webs Moll lama bracing installed par gat ,-. DRW CAUSR7175 15349280 A 0 N thetions1.in .Tor SIC,a ate loner. 1. R f Pietas dr each f•eo fora pooltion e po atio n Mer•q on Athl girt Details. eol.as rata otherwise.Cn.d. .afar to drawings,gar.-:for responsindardble plats any deviation 1r 16/2015 BC LL 0.0 PSF CA-ENG BFR/GWH Alpine,a division of Int Building Campown•ncw crew Inc. shell notw r.apana,bl•for fry e..l•e I•.n fro.tnl• drawing.any ran lea w build the trout In c.nror.bc•.lth ANSI/Ili 1. or for handling, shipping. OREGON AN nwCOMA&NY instal lotion•bracing or truss... •f TOT,LD. 45.0 PSF SEAN- 243456 R-I a aka erainne a carr pg•I laing al,drool,.. IMIaMM.a..perM�orf pr.r.•wlalrl argl,lwrl 9,p A,!Rm ale G meso,.lb1 I1by solely Per at ratgn awn. 1M wolfabl I lily mid Maw wr Mnlb bwing M burr Kuno*I bnp `I 8)51 Ra'lln clock r.ap=.l►I l ley•f at Whelp 4.Igner pr INTI 1 Ewa. OE, T a N DUR.FAC. 1.15 s•g=lla+o.cA9sR2s e information ne=e"page Said those me bites: SPACING 24.0" JREF- 1VMG7175Z01A(DINE:«casan.lc..ea:Tf!:=e.cplot.o.=:VTCA:wr..belnMecry_me: ICC:sasslnro.wf•.ory Rio,gpg . T= THIS DIG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED 8Y TRUSS MFR. (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - 112) Top chord 2x6 DF-L #2 :T2 2x4 HF i1&Bet.: (dd) 1 plate(s) require special positioning. Refer to scaled plate Bot chord 2x4 DF-L #1&Bet. :82 2x4 HF #`1&Bet.: plot details for special positioning requirements. Webs 2x4 HF Std/Stud :W2 2x4 HF #2: 120 mph wind, 43.54 ft mean hgt, ASCE 7-10, CLOSED bldg, Located �\ (a) Continuous lateral restraint equally spaced on member. anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.O psf, wind BC DL=6.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind loads and reactions based on MFRS with additional C&C member design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Right end vertical exposed to wind pressure. Deflection meets L/180 criteria for flexible wall coverings. Calculated vertical deflection is 0.67" due to live load and 0.75" due to dead load at X = 11-8-8. 4X8(R) NI W2 5X5= 3X10on 1,5X4 NI • 8X8m 0.5 __ 8X10 T2 + 2-6-14 1-4-0 I t -- BL *41-8-0 I ft 3X5(t ) III 8X8- 4X8(R) III H0514 o 3X10@ 6X8= 13-10-8-3-1 1,L 5-8-8 „iy 6"---:1---1' .-0 ..0.1.,E--.§..-0-0 i 6-0-0 5-8-82 1• 5-8-8 i 6-0-0 6-0-0 �Trt 6-0-0 5-10-4 47 It 29-8-9 Over 2 Supports R=1626 U=367 W=5.495" R=1320 0=205 W=4.053" RL=82/-28 PLT TMP. 20 Gauge HS,Wave Design Crit: IRC2012/TPI-2007(STD) ,to PROpe • 9 FT/RT=2%(OY.)/4(0) 15.01.•,/. . - .lC44 1k OR/-/1/1/-/R/- Sca i e =.1875"/Ft. Truss Components of Oregon (503)357- 118 •91/110111131••REAP Am MUMS AU,IMES m MIs Bosom C7 F Z TC LL 25.0 PSF 825 N 4fh Ave,Cornelius OR 97i!3 ••n PORINM' MINI 'T 111 OPAPIN°`o PAL e°^,ACMos Hla�ona ue ImrNL RS. 19676 9 REF R7175- 96072 Tnane require extreme care In rabricating, hanal Inge .hipping, Installing and bracing.Refer to and foil. tee Intent edition of sCSI (building Ce.e .a enent safety/nfartton.by tel ad...A,for safety practices prier ,' TC DL 10.0 PSF DATE 12/15/15 to performing these M,ctiaM. Inc.!ter.shall provide teepee-erg bracing per RMI. Unless noted otherwise. tap chord.hell/eve properly...hadstruttnnI sheathing.nd tettaw chord.hall leve a properly attached ,r rigid telling Location sheen for peraaiant lateral restraint of webs shell here tracing...lied per SCS! �/y of BC DL 10.0 PSF DRW CAUSR7175 15349242 sections N.gig, es or gApplin ble. Apply plat.. ea.co e. roc.or tress and position as./law above and on I-16/2015 ■" P III f the Joint Retells unless noted otherwise. Refer to drawing.140A-Z for ate .rd plata positions. OREGON BC LL 0.0 PSF CA-ENG BFR/GWH \VI Alpine. .division of IA Building CaapawKs group Ina. shell not be rage,isible for any des...fres this drawing, anytoiler.to Guild the trues in confere/we with AgglfTP1 1, or for handling, whipping. AN ITW COMPANY i,etel rattan a treeing or tree..., 9RO 11.2o00°a 4 TOT.LD. 45.0 PSF SEAN— 241582 A gees as fila b_elng er e.g..page IIati/7 this•eel , Ia1l.aaae aM.ptalea erpeefaeainal erg//a.ri . r.paelblritp.ee.Iy far in deal c M M . the saheb, Icy prig pea of elle dreelA fan hep.t.tatiw. "�y • DUR,FAC. 1.15 5351 RsNNC51ele roapanalfll leg of the Owl Wing gee lgna.per ANgIflPl I gaa.S. Swnngro,CA 9553$ Per.gr.ief.nanie..no.ntIt Jet'.general notes pogo end tine web.1t..: Me'pwWDsW4O+7 SPACING 24.0" JREF- 1VMG7175Z01 ALPINE:a. ined ..alpIt..eew: WI: e..tpi,et.org:trCA: ..aawa clndestry.o : ICC: ..looser..erg THIS DOG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - L12D) Top chord 2x6 DF-L #2 :T2 2x4 HF #1&Bet.: 120 mph wind, 43.54 ft mean hgt, ASCE 7-10, CLOSED bldg Located Bot chord 2x4 DF-L #1&Bet. :B2 2x4 HF #1&Bet.: anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud DL=6.0 psf.Truss designed to support 0-0-0 top chord outlookers and 3.00 PSF Wind loads and reactions based on MWFRS with additional C&C member \),..)-1.. .-/) cladding load one face, and 24.0" span on opposite face. Top chord Rust design. not be cut or notched. Right end vertical exposed to wind pressure. Deflection meets L/180 See DWG GBLLETIN1014 for gable wind bracing requirements. criteria for flexible wall coverings. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Deflection meets L/360 live and L/240 total load. Creep increase applied per IRC-12 section 301.5. factor for dead load Is 1.50. Fasten rated sheathing to one face of this frame. 0.5 _ T2 2x4 I 1-4-0 1 i N . .�I1M111 2-6-14 r . M ; ,Pil 41-8-0 3X711 T/ 4X8(R) lU 5X5= L(-3-10-8-5J 11x5 'S-1j` 28-1-12 E29-8-9 Over Continuous Support R=99 PLF U=19 PLF W=29-8-9 RL=3/-1 PLF Note: All Plates Are 1.5X4 Except As Shown. Design Crit: 1RC2012/TP1-2007(STD) b PROP PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01.* OR/-/1/1/-/R/- Scale =.1875"/Ft. Truss Components of Oregon (503)357-2118 •91N01rM01°*READ Ain RUM au SdtES au TMls maim IssTAlieats �(311lVF� O TC LL 25.0 PSF 825 N 4 li 1 Ave,Combos OR 97113 ••I�SSrArtr•• PIPgbN TM's°""'"'ro ALL eaSrSAnalls lsnael�Thi 6 4 ./. REF R7175- 96074 Triodes require extreme tare In fabrlmatlgg. handling. shipping, Installing bracing.Refer to aged fellow 19575• 7 TC DL 10.0 PSF DATE 12/15/15 the IKest edition or p:31 leulldlg Comonent Safety Information. by TP1 W UTCA)for aeras),practices prior to perfersing these functions. Installers stall provide Emperory bracing per SCSI. Unless noted otherwise. 1 AOW tap chord shell hew properly attached structure'Mneathlng and bottom chord shell Mea properly sttaehed fa rigid°sm g. law.lers slum,.for per e Rent"moral re[rein er wee shell have Mooing Installed per scsl , i BC DL 10.0 PSF DRW. CAUSR7175 15349244 A O N E mationsRein sae 01 s.ulna a.oted other Apply reacts wing race x tows and position...noun.bow and an Q theJoint Pascua, unless 11 noted ding Cols%. .afar to aredlgs 100A_z for stagtlerd,lor positions. I [6/2015 BC LL 0,0 PSF CA-ENG BFR/GWH Alpine. .alyl.lon of lA building Compo snee Group Ino.Moll! w.sspenslble for any psvlmtlo from this OREGON ,.,nes,any feller*to bug the conformance with AMb1 1 1,or far hendlln,, .hipping. v SE AN ITW COMR,NY installation a Propl.g or treaties. .� ,.:or 1�Y TOT.LD. 45.0 PSF QN- 241588 A.eel OA chip dowing or ewer peso 11.511 SAls ermine. Isdlesseg de.dpbwe.?p efeeelg.l wgllwrlep R 40' responsibility wisely her the design phegr. The seltNll les sad IN of this drupe far any*crepe.%I.the V -'•' x351 RaSaCisk r%spv.lnlIlty«the a,ltdt.g b.Ign.r per APsl/IM 1 Sep.!. �. S 1 QUR.FAC. 1.15 SKt>,Ilgdo,CA Ssxzs per.area Inrarmat [.tile.•,g.,fal notes page",d b sites, - ALPINE:wlysemsTPSPACING 24.0" JREF- 1 VMG7175Z01 PIM[: ,mllt.e ; I:wma.tpl nsc.wRGggdg g; :wws.ebclatry.ew.nem,: Iw. CC: elaaseie.erg RSllgWdt DSb l/JOl10/7 THIS DOG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS m'R. (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD. OR - L12P) Top chord 2x6 DF-L #2 :T2 2x4 HF #1&Bet.: Negative reaction(s) of -2148# MAX. (See below) from a non-wind toad Bot chord 2x4 DF-L #1&Bet. case requires uplift connection. Webs 2x4 HF Std/Stud :W2 2x4 HF #2: (**) 1 plate(s) require special positioning. Refer to scaled pl. e Wind loads and reactions based on MWFRS with additional CAC member plot details for special positioning requirements. design. 120 mph wind, 43.54 ft mean hgt, ASCE 7-10, CLOSED bldg, Locat Bottom chord checked for 10.00 psf non-concurrent bottom chord live load anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psi, wind BC ,/r applied per IRC-12 section 301.5. D1=6.0 psf. Calculated vertical deflection is 0.64" due to live load and 0.72" due Right end vertical exposed to wind pressure, Deflection meets L/1:I to dead load at X = 11-8-8, criteria for flexible wall coverings. SEE CALCULATION PAGES FOR LOAD CASES NOT SHOWN HERE. (a) Continuous lateral restraint equally spaced on member. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 3X7 III 4X8(R) III 0.5 8X10RO T2 5X3¢ 3X10= 5X7 8X8D _ T 1-4 0. L" w'� (a) a — 2-6-14 menu her N M i! ! 41-8-0 i 3X5(**) III 2 8X8RE 4X8(R) III H0510-- 3X10 4X8= 4X8(R) III . 1.<-3-10-8-'JJ 1~12 5-8-8 1.1` 6-0-0 .4. 6-0-0 s� 6-0-0 r < 4-8-0 v1-012812 Al 5-8-8 6-0-0 6-0-0 6-0-0 4-8-0 ', 29-8-9 Over 2 Supports yI R=1626 U=367 W=5.495" R=3327/-2148 U=1708 W=4.053" RL=82/-28 Design Crit: 1RC2012/TPI-2007(STD) .EO PROF PIT TYP. 20 Gauge HS,Wave FT/RT=2%(096)/4(0) 15.01.*, h_ ' _ t p 49d+i OR/-/1/1/-/R/- Scale =.1875"/Ft. I ••IIARININNI.•REPO NO FOLLOW set sorts oil ruts swum ` • Tress Components OI'Oregon1503)357-,IIS ee1RTABr•• PINION THIS IMAM TO AIL CpnMCTOIS IB4UMINB TO II TNLA6. N4 1125 N 4th oA`ve,Conxhas OR 9713 CO 19875. TC LL 25.0 PSF REF. R7175- 96118 Trusses reclaim extreme care In...riveting.handling. shipping. Install t,g and braining. Hers To end fallow DATE 12/15/15 ted latest edition of BCSI (Building Component Sae«y Infar..tlan. by.Tlain end ear e.roty ott.prier ' AOI TC DL 10.0 PSF to performing these!Unctions. Installers atoll provide temporary bracing pair BM. IA.lass noted otnerwl.e, __ top ohord Nall leae properly attached structural..thins and bottom chard.hell ave•property attmh.d �r n .rigid ceiling. (matt s shown for p.r•went leerol r.*tY int of webs shelf have bracing 1 .tel I.per Bal BC DL 10.0 PSF DRW CAUSR7175 15349282 ,4 11 N tions or 510, oppt Intel., apply plata to aeon fait. tele.rem 00.1ts...sem.beet w.on 1.16/2015 O she Joint Ducal Is,e1 e noted ather.tse. Rotor is todrawings ace of for standard pleas positions. Alpin.a division of It,Building Components group Int.earl net be responsible for.,.y deviation from this OREGON BC LL 0.0 PSF CA-ENG BFR/GWH drawing,any failure to build to truss In conform..with ANSI/TPI 1,or for handling. .hipping. AN ITW COMR4NY instahl.tle&bracing of t....... 9 n.2o.i TOT.LD. 45.0 PSF SEQN- 243461 A ensu em alp Odwinp in'...Dr pug.Ilbiing WS drawing. India tea nowdorbw.w pp pr.r...l.n.l slylea rung _ r.•*p..lblhlty*•Nus far star da*Ign sheen. Te wllteb111ty end 1 Pt thus drawing her op.trh.ttw.Is the O� y T •N� 6551 Roma(.'IK`le reoperate't Ivy K the eel helm Bemlgp.r par ANBI IPI 1 Sao.S. DLit.FAC. 1 .15 Sltrmenfg.CAGSSt2A par Info,me.Ian see this Job'.teener.notes papa wa n..,a.b sit..: ••I DM,0410/201? SPACING 24.0" JREF- 1 VMC7175ZO1 ALPINE: esWW1,.ahpin.lt .o : TPII h .tpl.st.erg:PICA:w.b . clndss try.c : ICC:•.e.t.aafa.0rs I THIS CMG PREPARED FROM COMPUTER INPUT (LOADS&DIMENS IONS) SUBMI TIED BY TRUSS MFR. (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD. OR - L12PX) Top chord 2x6 DF-L #2 :T2 2x4 HF #1&Bet.: Negative reaction(s) of -2148# MAX. (See below) from a non-wind load Bot chord 2x4 DF-L #1&Bet. case requires uplift connection. Webs 2x4 HF Std/Stud :W2 2x4 HF #2: :W13 2x6 HF #2: The maximum horizontal reaction is 2498# Wind loads and reactions based on MWFRS with additional C&C member design. (dl) 1 plate(s) require special positioning. Refer to scaled pla e \J.' J , plot details for special positioning requirements. g (a) Continuous lateral restraint equally spaced on member. 6' 120 mph wind, 43.54 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Deflection meets L/360 live and L/240 total load. Creep increase factor anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC for dead load is 1.50. DL=6.0 psf. SEE CALCULATION PAGES FOR LOAD CASES NOT SHOWN HERE. Right end vertical exposed to wind pressure. Deflection meets L/180 criteria for flexible wall coverings. Bottom Chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Calculated vertical deflection is 0.63" due to live load and 0.71" due to dead load at X = 11-8-8. 6X6 4X8(R) III 5X7(R) II 8X1Osa 5X5on 4X5= W13 3X7 III 8X8= 0.5 — T2 1-4-0 I 11m.1M11 *41-8-0 2-6-14 *41-8-0 3X5(11) III W2 8X8 4X8(R) ID H0510- - 3X1OME 3X7" 4X8(R) III 5X7 LE-3-10-8-- 1"12 15 8 6--8- 0-D ,,N 6-0-0 6-0-0 yt42_g-4.1. )a.T4'81z 1 2 5-8-8 6-0-0 6-0-0 6-0-0 II 2-9-4-11119_121.3.4 IL 29-8-9 Over 2 Supports R=1626 U=367 W=5.495" R=3327/-2148 U=1708 664.053" Rh=2500/-2500 RL=1881/-1881 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. 20 Gauge HS,Wave FT/RT=2%(0%)/4(0) 15.01.# :-. it 47y9. OR/-/1/1/-/R/- Scale =.1875"/Ft. Truss Components of Oregon (503)357-!118 ...1sUwtssl" IF N No Fattug MI IMES og NIS lgriI l PINE SAO TC LL 25.0 PSF 825 N 4th RAye,Cornelius OR 913 "I+ Dom" MINN MIS°"o1NS 10"'1 e°"""ct°IS 1"wl°u"TME INT/LUIS. F� y REF R7175- 96119 Trmae.s rea..ire ettrs.m car.In..brlcat.ro. 1.aM1 shipplro. 4111:117,:i nst.l ling and braci,.g.barx to end.ell«, wi.t..t asitia„or scsl (b.,llel,.p SafetyInfarmstlw,by TWI a.d INCCT far bfa<y wr.etie..p.I , 19675' '9 TC DL 10.0 PSF DATE 12/15/15 performing these functions. Installers shall provide brKl,g per SCSI. Unless noted otherwise, I F tap chord shell hese properly attached etrectnrel*Meshing and bottom chord shell hew a property ratter.. rigid ceiling. Locations slow..for permanent.lateral train or were she."Mw bracing Installed per SCSI �r ;r BC DL 10.0 PSF DRW CAUSR7175 15349283 ,41 U N IE tactic.s ea. ai or w noted otherwise. Apply plates Co each crest pcsltate as all..,abate and en the Joint Details, "..1..s notal ding Components serer to Inc.dral ,.aq-z for standardponsibl late pesie deviation I-16/2015 BC LL 0.0 PSF CA-ENG BFR/GWH Alpine.a division r or ITS Splicing cross innane Creep Ineah.11 not M nor for hie far. s deviation from tills drawing,wry fathers to build the tr..e. conformance.Icn NISI/NPI 1. er nor ha dli g. shipping, OREGON AN ITWCOMA.NY 'natal..ti on a treeing of trusses. TOT.LD. 45.0 PSF SE N- A.eel.n tlil**wing or ecce`p4a liable,ale Ere.,.... Indianan*_..,.t..aa of pr.f000le of..sheering '� ft.20.1ad` •r Q 243465 rwhe...IbI I Ity solely for eh rlon whom. Tap.Hied i ley and nee w`tithe Wooing for any.erww...a woo 8351 Rosana Ode rte.--lbl Ila of tfm angle.g»I�.f pm-ravr►I+s.c.C. IDL i; a I DUR.FAC. 1.15 Sacramento,CA958ut For were Information see this Jabs general notes page and these web sic.: NKw1VMG7175Z01 PI : ..slpintcw.. sl .eo.;TPI: .tpl.ee.erg:INCA:www .sbelndustry.eee; ICC:w .l000efe.org Renewal Dale0/30/2O17 SPACING 24.0" JREF- THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - 113) Top chord 2x6 HF #2 (**) 1 plate(s) require special positioning, Refer to scaled plate Bot chord 2x4 DF-L #1&Bet, :B2 2x4 HF #1&Bet.: plot details for special positioning requirements. Webs 2x4 HF Std/Stud :W2 2x4 HF #2: 120 mph wind, 43.50 ft mean hgt, ASCE 7-10, CLOSED bldg, Located (a) Continuous lateral restraint equally spaced on member. anywhere in roof, RISK CAT II, EXP B. wind TC DL=6.0 psf, wind BC DL=6.0 psf. In lieu of structural panels use purlins to brace all flat TC t 24" OC, Wind loads and reactions based on MWFRS with additional•C&C member Bottom chord checked for 10.00 psf non-concurrent bottom chord live design. load applied per IRC-12 section 301.5. Right end vertical exposed to wind pressure. Deflection meets L/180 Deflection meets L/360 live and L/240 total load. Creep Increase factor criteria for flexible wall coverings. for dead load is 1.50. Calculated vertical deflection is 0.66" due to live load and 0.75" due to dead load at X = 11-0-0. 4X8(R) In 3X5 1.5X4 111 8X8(**).--, 0.53X7= 3X10 5X10= _. 5X5, 1_4_0 111, "�„�� a a 2-5-15 i 2 3X7 III W2 8X8-- 5X7(R) HI H0514e 85X5= 3X10 L-3-10-8-a-I 4X5(R) Ili I_ 5-6-0 AIS 5-7-12 yl` 5-7-12 yl 5-7-12 5-6-0 -9-4 I� 5-6-0 5-7-12 5-7-12 5-7-12 5-6-0 -9-4 I, 27-11-4 _I�-9y41 F29-8-8 Over 2 Supports R=1626 1.=366 W=5.488" R=1319 U=204 W=4" RL=75/-25 PLT TYP. 20 Gauge HS,Wave Design Crit: IRC2012/TPI-2007(STD) F .EOI'RO1 g FT/RT=276(0°x)/4(0) 15.01, OR/-/1/1/-/R/- Scale =.1875"/Ft. ••WMMImm••READ SM)FOLLOW AU.NOTES OM,NIS DRaING1 Truss Components of Oregon 1503)357-.'118 '11 a �F Vy 825 N 4th Ave,Cornelius OR 97 13 ar I�umwr•• "NIIH i TWOS WARM TO All mI111lcIIIs,1IC(gei1/NM rNIrA�(Jigs. 19676 P IQ �9 TC LL 25.0 PSF REF R7175- 96075 _ Trusses require extrema car.In r.brlaoting,handling. .hipping. installing and bruising.Hofer to and follow f. the latest edition of SCSI Millennia Component safety Information. by Tel..d/OCA)for safety emetics.prior to performing the..function,. loan.,lers shell provide taeporary bracing per/Cs1. eniese noted otherwise. TC DL 10.0 PSF DATE 12/15/15 top chord shell neve properly attached etruotnral sheathing end bottom chord shall have-properly attached /� BC DL 10.0 PSF rigid wiling. Locations sheen for permanent lateral restraint or webs shell hove bracing installed per SCSI ORIN CAUSR7175 15349245 A LPO N V sections 03, a7 or un101eess, s, eother Appy plat** each rate of tress and d,Iata as than above d on l 16/2015 p'UI the Joint divisi.oohs noted Wilding Come. Stsfar to drawInn. e,goo-C for standardpo ,lora positions. OREGON BC LL 0.0 PSF CA-ENG BFR/GWH Alpine.a dividen of Ibu Nd.iding trusts crow Ino. shell net be responsible for.,.y ipping.an trot this draoig,any teslas to bull,the trot. In conformance with ANSI/TP1 1. or for hendi ing, shipping. ANITWCOWMAN Inwt.;lotian.breeny.ftra,,,,. 1 "4.310.104° G TOT.LD. 45.0 PSF SEQN- 241591 A Baal an 411.well./Sr..,.r M C I I.SIIS UI.dr..ir�I In Io.t.. SE pfSf..af..w1 mwrl -Ni r..p..Ibiiley«ay far w Ssspg,r...... T1s TPI 1 Seib.rad I..a�sr Il.arwl.ip rgr�v.t,•m.. p.. •0 [ t` 7351 Royale Circle r•••-�•I•I I Icy of t,.OW(.in.I..Ign.r par ANSI/TPI,sap.:. ' DUR.FAC. 1.15 Seaatenlo,CA 95828 For berm Information sew this Jobs gooer.1 notes page so these not.1t.,: Renewal DIB e1/E0f2017 SPACING 24.0" JREF- 1VMG7175Z01 ALP1161 trw.alpie.It..tee: Tel:w.e.tpinst.arg;IaTCA: eaw .abcinduatry.a.a; ICC:w .iscsaf..org THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115081--TIMBER TECH FRAMING —BURNHAM—ASH/BLDG 1/ EAST -- TIGARD, OR — L14) Top chord 2x6 HF SS (d•) 1 plate(s) require special positioning. Refer to scaled plate Bot chord 2x4 DF-L 2400f-2.0E :B2 2x4 DF-L N1&Bet.: plot details for special positioning requirements. Webs 2x4 HF Std/Stud :W2 2x4 DF-L #2: ` 120 mph wind, 43.46 ft mean hgt, ASCE 7-10, CLOSED bldg, Located `\' /// (a) Continuous lateral restraint equally spaced on member. anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=6.0 psf. In lieu of structural panels use purlins to brace all flat TC a 24" OC. Wind loads and reactions based on MFRS with additional C&C member Bottom chord checked for 10.00 psf non-concurrent bottom chord live design. load applied per IRC-12 section 301.5. Right end vertical exposed to wind pressure. Deflection meets 1/180 Deflection meets L/360 live and L/240 total load. Creep increase factor criteria for flexible wall coverings. for dead load is 1.50. Calculated vertical deflection is 0.62" due to live load and 0.70" due to dead load at X = 12-9-14. 8X8= 5X5* 5X5RE 3X5us 0.5 _ 3X1O� 5X10us 1.5X4 III —. -4-1+ _ n 1-4-0 i cunt \ 25 w - 41-8-0 3X5(00) UI 8X8== = H 5X50510u 62 3X10s 5X7va LE-3-10-8->J W2 6-4-15 6-6-11 6-6-11 6-4-15 -� 6-6-11 6-6-11 I 6-4-15 3-9-4 l_ 25-11-4 _1_ 3-9-4 `j F 29-8-8 Over 2 Supports R=1626 U=363 W=5.488" R=1319 U-204 W-4" R1=71/-23 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. 20 Gauge HS,Wave FT/RT=2%(0%)/4(Q) 15.01.E ••'b . Fk. OR/-/1/1/-/R/- Scale =.1875"/Ft. Truss Components of Oregon (5031357-2118 eafl mIhI.*w.Aa 1010 Fauna au NOTES a Tins 011.11111 5 l� �j 825 N 4td Ave Cornelius OR 97�13 ••I TdNT Bull TM1s Iw-n1�n ALL oamacrps u0sy0I�101E Isaluse. �° �!3 E.0 TC LL 25.0 PSF REF R7175— 96076 Tr.,...,reditionquire .tr...ear. in fatrompo en Safhanell,g. 'hipping. TPI Installing and bracing. serer to Celle. �y�a TC DL 10.0 PSF DATE 12/15/15 line latent edition of SCSI (building Component Safety Information, by TPI end IIe11)for safety practices prier to performing tree functions. Installers Mall prwvida teapetary being par KAl. Unlace sated etlateiaa, r �) � Mere, — top ere,Mall have properly erode structural sheathing and bottom chordN shall Mee a properly attached rigid ceiling. Locations Mean for permanent lateral rstralot ewes*el. have beating installed per xs 60 BC DL 10,0 PSF DRI/ CAUSR7175 15349246 melons g1.117 or BIC. as applicable. apply pinto*to green fat.of trues uta poalclen a thew,shove slid on _ A LPO N E the Joint D..l., unless rooted ethe..iat. Refer to araainga 1110A_2 for standard plan.positives. I-16/2015 BC LL 0.0 PSF CA-ENG BFR/GWH i Alpine,a division of I7•Building Components Grafiro In sell not he responsible le for any Oev Oaci veli tree this drawing,any fail..e to build w ties In eenreraance with ANS1iTPI 1,ar for heeling. ahlpping. OREGON AN ITW COMPANY 1n.v.11eclen a brat Ong et vises. fT A wool e,this d,.eInS.e one..papa Retial WA e..l 1ng1..a.a rrN.nse K.,.+...lel.i«gln...h R '9�'S 20.1 � TOT.LD. 45.0 PSF SEAN— 241594 f.apei.Ibl l lb wl.ly lir U.d.algh ohm.. Ws wlsabI Icy dna pap.f thl.dea•ny A..,q plsv.np.I.U. '"'- 6351 limns Cide a.pw.Ibl11W of the gel Idle,De.l..r p. A1.Irn1 T gas.:. O , T •N DUR.FAC. 1.15 • Slagm mo,CA95R2A infoest len s..this ftp'•general notes Pee end tees. i stem: SPACING 24.0" JREF- 1VA'IG7175Z01 ALPINE: Ipimlw..., 7p1:a...tplrot.org:11TCA! .ebalna try.eea: Ice: .ieeeaf..arg b1uwoomme wam7 THIS OMO PREPARED FROM CaPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - L15) Top chord 2x6 HF SS (") 1 plate(s) require special positioning. Refer to scaled plate (///".--) Bot chord 2x4 HF SS :B2 2x4 DF-L #1&Bet.: plot details for special positioning requirements. Webs 2x4 HF Std/Stud :W2 2x4 HF #2: 120 mph wind, 43.42 ft mean hgt, ASCE 7-10, CLOSED bldg, Located (a) Continuous lateral restraint equally spaced on member. anywhere In roof, RISK CAT II, EXP B, wind TC DL=6.0 psi, wind BC1\...\02:?...") . DL=6.0 psf. In lieu of structural panels use purlins to brace all flat TC a 24" OC, Wind loads and reactions based on MWFRS with additional C&C member Bottom chord checked for 10.00 psf non-concurrent bottom chord live design. load applied per IRC-12 section 301.5. Right end vertical exposed to wind pressure. Deflection meets L/180 Deflection meets L/360 live and L/240 total load. Creep increase factor criteria for flexible wall coverings. for dead load is 1.50. Calculated vertical deflection is 0.66" due to live load and 0.75" due to dead load at X = 11-9-14. 3X5¢ 4X8(R) R 0,5 _ 5X12ez 3X5111 8X8- 4X8 3X101 T 1-4 0 •• (a) a 2-3-15 .-- 4 -- M _44 41-8-0 3X5(**) III 8X8.- 4X8 R IA B2 2 ( ) H0514� 3X10- 6X8= LE-3-10-8-2J 5-10-15 6-0-11 6-0-11 5-10-15 T 5-9-4 5-10-15 '` 6-0-11 '.I` 6-0-11 5-10-15 5-9-4 I_ 23-11-4 _.I_ 5-9-4 J F 29-8-8 Over 2 Supports ,I R=1626 U=358 W=5.488" R=1319 U=204 W=4" RL=66/-22 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. 20 Gauge HS,Wave FT/RT=296(0'4)/4(0) 15.01.i 4l 0,2. OR/-/1/1/-/R/- Scale =.1875"/Ft. Tmss Components of Oregon 503 57-!11S ”WARMIWit••DE/0 MD F1LL01 AU-Num a MIS owe.lsl 825 N 4111 Ave,Com OR 97113 're MOM Dui 01 '1 T1 a wer MN IsrAuas. 6�� 1�3)NF�.� 13 TC IL 25.0 PSF REF R7175- 96077 Trosea require estrange tere in n.b.lmpting,safety Information,olpping, l,etaIllnd an.bracing.eefsr eo.rd feller 1957ti• TC DL 10.0 PSF DATE 12/15/15 tne 1 ng tree.f nge Iger in rg i....tin's,Rendu g.ONTINT•• per SCSI. Unless noted otherwise, , top chord shell new properly attached structural sheathing and bottom chord shall neve•properly.tMAl t. •d rigid calling. LocationsOwen for permanent latent rngcra,,.t of webs shell hove prating installed par WWI BC041111 DL 10.0 PSF DRW CAUSR7175 15349247 ..� 1 O N E sections g.1,Pt or gig, es applicable. Meshy plates to each rat.or%mawfor alb pee ltlon as.Ips above end an ' '� the Batelle,unless lees.tl.rpip, serer. droning.lAne_:r..st..Mrtl plate ny deviation I.16/2015 BC LL 0.0 PSF CA-ENG BFR/GWH Alphas,a division Of ITV bui build the t Components O n.•on orman Inc. shall a responsible hsr ter any iatlan from this OREGON dIM11lg, Illy failure to pun ld the truce In canferMYKs with MISTnet 1, or for henellnp, shipping. AN mho COMIIANY noels lotion.bresine of trusses. TOT.LD. 45.0 PSF A Met en this downing.r sown pogo Meting thin droving IMIwP t.was/bran of .fbeel.rl howl IA -01.20001* SEQN- 241 597 r.op.Mlel l lty ngtely Per WA Anglin.IrThe e outman I lAy mind ung of Hhls drawing fen nay 1 dea 7351 RotluCuek rmaP.elplllty s ma"AldineA "Aldine olgher pr.dlgirnl I led.:. O , \- DUR.FAC. 1.15 Saasioavo,cA acs per more inform/than .is pint o 1 general notes page.M'Ans.mob,IM: g IanglvalwNegoRol7 SPACING 24.0" JREF- 1VMG7175201 11LPI/R:wng.aiplMite.cse:TPI:ww.tpllet.cry:RG:mal.Wehr.dt,stry,aM: ICC:sw.laaure.or 1 THIS DAG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS IFR. (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - L16) Top chord 2x6 HF #2 (") 1 plate(s) require special positioning. Refer to scaled plate Bot chord 2x4 DF-L #1&Bet. :B2 2x4 HF #1&Bet.: plot details for special positioning requirements. Webs 2x4 HF Std/Stud :12 2x4 HF #2: :110 2x4 DF-L #1&Bet. : 120 mph wind, 43.38 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT I1, EXP B, wind TC DL-6.0 psf, wind BC _� (a) Continuous lateral restraint equally spaced on member. DL=6.0 psf. 1/ In lieu of structural panels use purlins to brace all flat TC • 24" OC. Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Right end vertical exposed to wind pressure. Deflection meets L/180 criteria for flexible wall coverings. Deflection meets 1/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Calculated vertical deflection is 0.69" due to live load and 0.78" due to dead load at X = 16-4-9. • 3X5 8X8(«:) 4X8(R) it 5X5 ons 4X5 5X12= 3X5III n ... 1- 0 ) Pi �� (a) „.—;:i.--___,.._________1 (a) 10 (a) 2-2-15 1' 41-8-0 1 82 3X711 12 8X8- 5X7(R) al H0514� 4X5- 6X8-- 1'4-3-10-8-DJ X8-1-3-10-8-DJ 5-4-15 5-6-11 5-6-11 5-4-15 7-9-4 5-4-15 5-6-11 5-6-11 5-4-15 7-9-4 L.. 21-11-4 ...1.... 7-9-4 Fc 29-8-8 Over 2 Supports R=1626 U=351 1=5.487" R=1319 U=203 W=4" RL=62/-21 Design Crit: IRC2012/TPI-2007(STD) , PROF PLT TYP. 20 Gauge HS,Wave FT/RT=2%(076)/4(0) 15.01.' -)-1.• 4, OR/-/1/1/-/R/- Scale =.1875"/Ft. Truss Components of Oreon (503)357-318 *MARIIN6I"mu MED RUM All sdlmEs ON DNS 11011111161 IN 525 N 4th Ave,Comel us OR 47113 pa"' ANT" uVIII^s°' " ts°' ' TO ALL 001111111C11101"s uwmw TIE,�soram. d� ei E`� OZ TC LL 25.0 PSF REF R7175- 96078 True..s reire net'....ear. In r.bric.tirg,handling..hipping, installing and bracing.Refer to and full,. 10675• —toTC DL 10.0 PSF DATE 12/15/15 Ow latest saltier,of SCS5,, I ( l ldlng Component Sam'information,by TPI and RCA) for safety pr.vtia..prior to performing these functions. Installers shell pre/de temporary bracing per SCSI. IMiass noted otherwise. 141164, tap,lord shell here properly ottecMd structure'eMthi.g and bottom chord shell e Mn.properly acceded rigid ceiling. Locations show,for p.r..nent I.t.r.l restraint of.ate.hell imams bracing installed per SCSI 1� % BC DL 10.0 PSF DRw CAUSR7175 1592,8 GSD N sections SIJ.67 or 610. a gg1leab,.. Apply plata.to..ol.race or truss and position as shown eboy..nd on Ail p the roc t Detail.. unless noted,tier,,... Refer to drawings lgw_:for.t nderd pieta peaitiens. I,16/2015 BC LL 0.0 PSF CA-ENG BFR/GWH All Alpin.a dl.,s11pn er Ilg ge,lding Co.pwenc.scup MIK. sham'net hw r..pew..lele mer an•d.v,at:on from H.,e OREGON dr ring. airy hear.to bugle eM vasa rn eonfpa.no..Mtn AIRr/T►I 1.or her bundling. Shipp lig, A ''. AN ITWCOMNANY In.t.r intim.a bracing er caves... �- Aanal M Mb inswing or omit.pope'lacing thin.r.as�/ hnd,..e..hhhw.pt ms..9 pr 9S..l.,w,.bg,R..ring O a.20,1(l# '9 . TOT.LD. 45. 0 PSF SEQN- 241600 r..eawl$l l,$y safely for the Seel,.sewn. The wr1Ml l Sty one me of Mb l. eing for any. w aib ■ ertnrw 1.taw " l .ON' DUR.FAC. 1.15 5351 Raw Circle reepellity.T UM ,lldh�DeelgM rwr par g1/TA1 1 Swe.e. `• sln.Dddo,CA 95*25 Per no.. ,nrere.ti,n sae ehle Job'.morel not..paps and theee web sites: SPACING 24.0" JREF- 1VMC7175Z01 ALPINE: . w, .lpl,eltweem;TPI: w.epint.ery:RCA:eu..sbeinNw . ttI .try.e : ICC:wont. Marw g0dg 7 , THIS CMG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - L17) Top chord 2x6 HF SS (a') 1 plate(s) require special positioning. Refer to scaled plate Bot chord 2x4 DF-L 2400f-2.0E :B2 2x4 HF #11&Bet.: plot details for special positioning requirements. Webs 2x4 HF Std/Stud :W2 2x4 DF-L #2: :W10 2x4 HF #2: 120 mph wind, 43.33 ft mean hgt, ASCE 7-10, CLOSED bldg, Located (a) Continuous lateral restraint equally spaced on member. anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=6.0 psf. In lieu of structural panels use purlins to brace all flat TC • 24" OC. Wind loads and reactions based on MWFRS with additional C&C member Bottom chord checked for 10.00 psf non-concurrent bottom chord live design. load applied per IRC-12 section 301.5. Right end vertical exposed to wind pressure. Deflection meets L/180 Deflection meets L/360 live and L/240 total load. Creep increase factor criteria for flexible wall coverings. for dead load is 1.50. Calculated vertical deflection is 0.63" due to live load and 0.71" due to dead load at X = 13-2-5. 4X5= 8 =° ons _ 5X5 5X5 6X6X1022 1.5X4111 4X12= X8 A" a 111 = ` T 2-1-15 41-8-0 I 3X5(**) 111 8X10- 5X5= H0514 B2 5X121--.1 3X5 III L-3-10-84J 6-7-3 6-8-15 6-7-3 4-10-10 4-10-10 6-7-3 6-8-15 6-7-3 4-10-10 4-10-10 I- 19-11-4 _I_ 9-9-4 -I 29-8-8 Over 2 Supports R=1626 U=366 W=5.487" R=1319 U=203 W=4" RL=58/-20 Design Crit: 1RC2012/TPI-2007(STD) , - - ,R PLT TYP. 20 Gauge HS,Wave FT/RT=276(0%)/4(0) 15.01. .21f F OR/-/1/1/-/R/- Scale =.1875"/Ft. ( ••RAVING1•• SEND mo mune ALL NOTES ON IRIS,NM/INSI Truss ComppooAye,Cornelius Oregon 597 357 118 ,•�I •• MOM TIM OMNI 10 Au ggmMcfgaa 1021 100 VI maTMILEM. d IMF O TC LL 25.0 PSF 825 N 4ih Ave,Cornelius OR 97113 d F,Q REF R7175- 96079_ %h.IrlK..tred do extreme ger.al Infabricating.oe " S.?.thendt,Infermattinan. Installing CA)for eri'fn;r`o annt s..'a a ' TC DL 10.0 PSF DATE 12/15/15 to performing tltif.fpn.tlr... Installers shall provide na.per.ry bracing per SCSI. Whams rata attached, 't tap chord shell have properly attached structural sp.thlrg and best...laws.1=11 had.properly attached /� BC DL 10.0 PSF DRW CAUSR7175 15319249 II7I l rigid nailing. Locatlain srm.for p•raannt lateral restraint of U.S.shall Ira bract,.,Iast.l las per SCSI Ali ^O N V tn. mations 67. a,o,MO,9.1 Y applicable.cots,' n. pima to each flan of tfor s and d.1.It"po sheen obese and ' VIIIJrO✓1 tn.Joint Details,.w.l.as noted etlrP.,lfa. Snow to drawings 1110A-I Ter standard pI.Ee positions. 1.16/2015 Alpine, a 01cm !,t of ITh Saliding Components crew Inc. shwa not be responsible tot any deviation from this OREGON BC LL 0.0 PSF CA-ENG BFR/GWH draing. any failure to build the tr".s in saforasnc.with AMI/1P1 1. or for hand/Ong, shipping, —. AN TTW COMR4NY i et.l lotion a bracing of truer.. ..d a roll an 011e RONA.er Saar per I/rung ship dMpllIyy. Ilgleetae warC�ww..pr+paw,wr,.n,Itrari l t'i►n.ao,1S4 •f TOT.LD. 45.0 PSF SEQN- 241603 r.ap•nelbl l ity.l.ly for Ms wale abr,. TI.•w,lbblliey and raw of d,ld Nwhg fare wp.eurw 1.pw -- asst Rovru Circle rwyrptal Ht y of taro Sandia,h.lgr..-p...arI/1.1 s a...!. 0 . N Dl1R.FAC. 1.15 $eciAO"°CA 95$128 wpaainformation notes those .CALPINE:sa. lin.i : R.wn.. ,net..erg RCAA: ...bcondu tyc. :wm ,ianrf•.org 94nowai Date 4606017 SPACING 24.0" JREF- 1VM G7175Z01 THIS DDG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - L18) Top chord 2x6 HF SS (") 1 plate(s) require special positioning. Refer to scaled plate Bot chord 2x4 HF SS :B2 2x4 DF-L #1&Bet.: plot details for special positioning requirements. Webs 2x4 HF Std/Stud :W2. W10 2x4 HF #2: 120 mph wind, 43.29 ft mean hgt, ASCE 7-10, CLOSED bldg, Located (a) Continuous lateral restraint equally spaced on member. anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=6.0 psf. In lieu of structural panels use purlins to brace all flat TC a 24" OC. Wind loads and reactions based on MWFRS with additional C&C member Bottom chord checked for 10.00 psf non-concurrent bottom chord live design. load applied per IRC-12 section 301.5. Right end vertical exposed to wind pressure. Deflection meets L/180 Deflection meets L/360 live and L/240 total load. Creep increase factor criteria for flexible wall coverings. for dead load is 1.50. Calculated vertical deflection is 0.67" due to live load and 0.76" due to dead load at X = 11-10-5. 3X5 vE 8X8= 0.5 _ 4X8(R) Bi 4X8 8X10= 0 1.5X4lil 5X1 4- I 1-4-0 i 41 (a) W10 2-0-15 �- 1 _ ,ii 441-8-0 i B2 3X5('•) 11 W2 8X8= 4X8(R) II H0514ne 5X14= 3X511 LE-3-10-8-e- 5-11-3 24l4( 6-0-15 + 5-11-3 5-11-3 =I 5-10-10 5-10-10 Le 17-11-4 J 11-9-4 1 29-8-8 Over 2 Supports I R=1626 U=366 W=5.487" R=1319 U=202 W=4" RL=53 Design Crit: IRC2012/TPI-2007(STD) ,VD PROP'. PLT TYP. 20 Gauge HS,Wave FT/RT=2%(0%)/4(0) 15.01.►/._ • g},'9 _ . OR/-/1/1/-/R/- Scale =.1875"/Ft. Tnas Com is of Ore on `503P357-.;118 • ••MINI NW••moo no Fauns ALL ems a sills Imesul �i- (L` 82.5N 4th Ave,Cornelius s OR 97113 ••I1PAIRTNI'> MUM nils awlus TO xi'mute's unueus INE nulrnuas. d seem. * TC LL 25.0 PSF REF R7175- 96080 Trusses require extreme care In r.rlyting.handling. shipping. ...telling ed bracing.Refer to s follow time latest edition or SCSI Mullahs;Component Sorority Information,by TVI and RCA)for beret,practices prior t TC DL 10.0 PSF DATE 12/15/15 to performing they functions. Installers shell provide temporary bracing per SCSI. Unless noted*Chemise, top chord inlet I ham,property atteeh.d.tructurol .heathlg end bottom chord Mall(leve a properly att.elyd BC �p r1G gagalik rigid ceiling. Locations shown for paracent I 1 r.stralnt e,webs.hell have bracing Installed per pcsl j ' DL 10.0 PSF DRW CAUSR7175 15349250 A 11 N I t.et,oin 1p.e57l r Sm. y.ppl loner. Apply pert.to each face of troy and pw l[lon a.Mean about and on 1-16/2015 OREGON Althe Joint°Tells, unless noted oBuilding Coe o Herr Inc.Prayshe tSnotx foe spemabl p1..- p-aitles. BC LL 0.0 PSF CA-ENG BFR/GWH Alpin...an,ialan of 171♦bol ldleg Campe,r.ncs Gree Inc..hell not be responsible for any deviation from[his Mst.,5 any failure tl tow lid CM trust In conformance with A11s1/T►I ,. or fpr 1leMllrg. whipping. 9 "n.20.S�s . TOT.LD. 45.0 PSF SEQN- 241606 AN nw CAMiMFVY lnst.I lett-n.erring of tow«s. A 4,.• A•N1 N1 MIO M•wlrg ale..yaw prop'norm Ml.IrwinIl.S. IO/la.aw....pf.rot of pMMs{nrl.Igllw•rllg •O! T .NY r•mpwi•Iblllty wl./y 1 era Now Oran. 11q eultabll ity and pap.f del.era., fbr �m A351 Roma Cede rwgegibl llT,y.9 u,.Sal IIIA ewlpnr par MSIr171 1 Sw.A. M artlatwe N V,. DUR.FAC. 1.15 Sacramento,CA 93828 For more Information see this Jeb•s general nstw one end Mose...sites: Renewal Owls 111202017 SPAC 1 NG 24.0" JREF- 1VIICi7175ZO1 AIPIIEw :• .elpin.lt..ca.:TVI: NOW.tpinet.ary:RICA:w,.btlnnswy dtry.eno: ICC:. .{eef.org (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - L19) THIS DWG PREPARED FROM COMPUTER MUT (LOADS 4 DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x6 OF-L #2 (") 3 plate(s) require special positioning. Refer to scaled plate Bot chord 2x4 DF-L #1&Bet. :82 2x4 HF #1&Bet.: plot details for special positioning requirements. Webs 2x4 HF Std/Stud :W2, W10 2x4 HF #2: 120 mph wind, 43.25 ft mean hgt, ASCE 7-10, CLOSED bldg, Located (a) Continuous lateral restraint equally spaced on member. anywhere in roof, RISK CAT II, EXP B. wind TC DL=6.0 psf, wind BC 110 DL=6.0 psf. In lieu of structural panels use purlins to brace all flat TC e 24" OC. Wind loads and reactions based on MWFRS with additional C&C member Bottom chord checked for 10.00 psf non-concurrent bottom chord live design. load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase Calculated vertical deflection is 0.68" due to live load and 0.77" due factor for dead load is 1.50. to dead load at X = 15-11-4. 8X8(**)1E 4X8(R) ill 8X8-'a 1.5X4 RI 5X12 0.5 — 3X5 T 1-4 0 1111111111111111101111.1013 IP�++..�., l. - 1.a�...�. :�..�■SBI `ii4101-8-0 82 3X5(**) IIIW2 8X8 5X7(R) II H0514 TR H0619(**) 3X5 III L-3-10-8-1.-1 5-3-3 5-4-15 5-3-3 6-10-10 6-10-10 5-3-3 5-4-15 5-3-3 6-10-10 6-10-10 L. 15-11-4 13-9-4 F29-8-8 Over 2 Supportssd R=1626 U=366 W=5.487" R=1319 U=201 W=4" RL=30 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. 20 Gauge HS,Wave FT/RT=276(0%)/4(0) 15.01.0 ." B 4 Fsps OR/-/1/1/-/R/- Scale =.1875"/Ft. Truss Components of Oregon 1503)357-4.118 ••VANMIMWI••PEJO Mo FtR1 ALL Urias on rigs o8-e1bml 825 N 4�i Ave,Cornelius OR 97113 "" mese MINIM THIS 81..1""°A M ODITMCT INCUR/MI ate iwa.i . c0 Oo%N FSC. 0 TC LL 25.0 PSF REF R71712/15/15 5- 96081 Trusses require extreme ear.In rebrle.ting.handling. shooing, ...oiling and bracing. Refs to ad folios 19676 P TC DL 10.0 PSF DATE 1 2/1 5/1 5 tne latest edition of SCSI (building Component S.rety Information, by TPI and RCA)for»foty preotic«pr a or to performing these functions. installers*hell provide tempsr.ry bracing par ICSI. Unless hot..otherwise, �, top chord plug)have properly attached.truetur.l ehe.-at.- ,g and setts acre moll new,properly dattached BC DL 10.0 PSF DRW CAUSR7175 15349251 rigid telling. Locations anon,for permanent lateral r tr.lnt r webs Nall neve braving installed per.CSI 4�.J A ^_-��11 N tent loin IU. 07 or 510unless .s.tell other. Apply Refer to to each face of trues any position_Mon spay.N.on ' � the Joint DKeI ls.fnlses.otos otherwise. lbfar tp arwl,ge 1110A.2 for.tand.re daft peltis., I d16/2015 1lirJ Alpine. a division of IN Building Components group Inc. shell net be responsible for.,.y derietlon from tine BC LL 0.0 PSF CA-ENG BFR/GWH ermine,tory failure to build the cruss In c.nf.rwe,...ith ANSIme 1 1,or for headline.shipping. ORE<30N — AN ITW COMPANY instal/Titian II treeing of trusses. TOT.LD. 45.0 PSF SEAN- 241610 A=el.m This a..eIr St Nybr pew I lash.Thin dpaplll/. 'fullest. .f pie heelai.nBlr-S,It. 9,Qo A.�9,iN� '♦ rm.pwulbl l Ity stately Per w C.1.Mmes. The...ia.l l lty.ens see sr tiffs arming for may otruspp.to M. .�► DUR.FAC. 1.15 8351 ROVBtl GItk r apenelbll)tg of the Building.welgn r per A@I/11.1 1 1e.0. sln.Aew CA 958211 for an intonation TPI: .se t.el,nab., ;IITCA:not.s pegs fat Verse ape sites: g RuuM.NOdbbaw2017 SPACING 24.0" JREF- 1 VMG7175Z01 AV IbFi apse elPiwelb.ce:TPI: .w.lplmt..rg;RCA:ewe..sel nywtry.co.; ICC:ee,leesel..or THIS 011G PREPARED FROM COIPOTER 1*PUT (LOADS&01 MENS I ONS) SUBMITTED BY TRUSS MFR. (1115061--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - L20) Top chord 2x6 DF-L #2 (") 1 plate(s) require special positioning. Refer to scaled plate Bot chord 2x4 HF #18&Bet. plot details for special positioning requirements. Webs 2x4 HF Std/Stud :W2, W12 2x4 HF #2: :W4, W10 2x4 DF-L Std/Stud: 120 mph wind, 43.21 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC In lieu of structural panels use purlins to brace all flat TC a 24" OC. 01=6.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on II FRS with additional CSC member load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and 1/240 total load. Creep increase factor Calculated vertical deflection is 0.66" due to live load and 0.75" due for dead load is 1.50. to dead load at X = 13-11-4. 8X8(")$ 0.5 _ 4X12 3X5= 8X8= 1.5X411 4X12= 4X12= 1- f B�.-� W f0 1 1-410 7Ce- mu "C + r11 __ . .� _ 41-8-0 1-10-15 3X711 W2 8X866 4X8(R) II H0514= 1106199m 3X12- 3X59 4-3-10-8-1.1 4-7-3 4-8-15 4-7-3 5-2-8 5-4-4 5-2-8 4-7-3 4-8-15 4-7-3 5-2-8 5-4-4 5-2-8 13-11-4 15-9-4 F29-8-8 Over 2 Supports 'I R=1626 U=366 W=5.487" R=1319 U"201 W=4" RL■27 Design Crit: IRC2012/TPI-2007(STD) , C1PROS PLT TYP. 20 Gauge HS,Wave FT/RT=2%1(076)/4(0) 15.01.'4 FS, . OR/-/1/1/-/R/- Scale =.1875"/Ft. Truss Components on 1503)357-2118 "win ins 1aa IEID Allo roues ALL writs a mis gMI11Ci � F • REF R7175- 96082 011 B l ; ••1leRTAMT•• AMMO nus Blbwiw,n Au tvlinbleTos IIICWD1eB Tit I.s.Aunls. !� TC LL 25.0 PSF 825 N 4thAve.Cornelius O 97 13 Trustees r.entre...,core In rwiri eat 1 19575 P . — r.4 .g,Safety Information,otiy WI1 no and)for a.ety p ao rp for TC OL 10.0 PSF DATE 12/15/15 to IKst.dl then er SCSI ns.,11 nst lhors sha S.rety etempoor t►1•per R.ow�t)for wisely ted lees prix 1 to performing these functions. Iroiel i.e..Iwll provide fill temporary orating Pr SCSI. Unless net..otherwise. top.herd shall l haw properly attadw.atruetur.i pl...tnlnp and Bette.chard shell hew•a prgwrly attached ''r BC DL 10.0 PSF DRW CAUSR7175 15349252 rigid eel ling. Locations Nee.for perwront lateral restraint of webs shah haw enol g Intelled per SCSI / D ,4 0 ..etre es .l x 1/0,wi appi icabi.. Apply plKwi t.sed faee of troop-. pwiitlw s.he. N«e and qt I 16/2015 NF tw.Joint Detail.. MOOS.not.ether-arise. Refer to.mein..,18054 for standard plate position.. BC LL 0.0 PSF CA-EMG BFR/GWH Alpin.. .dislelen of ITV Building Ca.pv..ntn group inc.shell rot be responsible for any deviation from this OREGON drawing, ...y rails.to build the truss in oonformeno.with 5851/TP1 I. or forhan.dli,g. shippinA - '— AN ITW C:OAMM! Ainstal lotion a brwiing of tri„....• g. 9 e !01190 TOT.LD. 45.0 PSF SEAN- 241614 A w..l TA Mia trpp111B•••••11/1.MP Ilwilng Nip drawl . 1dla ltd�ettStdlw N pfsfwel.wil arglilaallng f.epS,erlbil lty wifely her Na 0=1pn alwwi. Th.tul0Ml l ity on*—dp dile Arwlq tor a: ote:uww I.the OC T e�� DUR.FAC. 1.15 ffiSI Ro1'pq Cilck reaps./b111 N aid Rel ting So.lpwr For 11141/TSI 1 bawl. Sacramenio,CA 95/1211 re.mare information see this Jas genor.t notes pugs end these wee fibre. RBupivdoessmoHD17 SPACING 24.0" JREF- 1VMG7175Z01 AIDlS:www Ipinelco.eow:TPI:.wi.tpinst.org.RCA: ..belndustry.ee.: ICC:wwi.inewr..org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIBENS IONS) SUBMITTED BY TRUSS MFR. (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - L21) Top chord 2x6 DF-L #2 (") 2 plate(s) require special positioning. Refer to scaled plate Bot chord 2x4 DF-L 2400f-2.0E :B2 2x4 DF-L #1&Bet.: plot details for special positioning requirements. Webs 2x4 HF Std/Stud :12, 110 2x4 HF #2: :18 2x4 DF-L Std/Stud: 120 mph wind, 43.17 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.O psf, wind BC In lieu of structural panels use purlins to brace all flat TC a 24" OC, DL=6.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C membe load applied per IRC-12 section 301.5. design. Deflection meets 1/360 live and L/240 total load. Creep increase factor Calculated vertical deflection is 0.66" due to live load and 0.75" due for dead load is 1.50. to dead load at X = 11-11-4. 8X8 0.5 _ H03128X8= 1.5X418 4X12 4X12= 1-4-0 G— tie W W1+ _r_ I -_M` ........... .......ggalliiiiiii- 41-8-0 1-9-15 _10 3X5("') RI 12 8X8= 4X8(R) GI H0619("") 62 4X12= 3X5111 L-3-10-8-I.J 5-11-10 5-11-10 5-10-8 6-0-4 5-10-8 5-11-10 5-11-10 5-10-8 6-0-4 5-10-8 L. 11-11-4 I _ 17-9-4 J Fc 29-8-8 Over 2 Supports s1 R=1626 U=365 W=5.486" R=1319 U=201 W=4" RL=24 Design Crit: IRC2012/TPI-2007(STD) ,0O PROS PLT TYP. 20 Gauge HS,Wave FT/RT=2% 0% /4 0 15.01.P i - F� ( ) O OR/-/1/1/-/R/- Scale =.1875"/Ft. Truss Components of Oregon (503)357•!I 18 •MANI INCH•a READ Iwo FOUAN Au.Rbrn al nils maim 825 N 4th Aye,Cornelius OEt 97113 ...lemma.. T is°uwlws Tg All OONTP.w1 6 rRCUplwt TIM Ilarq�8a. - .aTC LL 25.0 PSF REF R7175— 96083 _ True.require esse trecare In fabricating.handling, ng , snippi , Inst./ling and braes tine. Refer to m roll19675 the latest edition of SCSI (&e,ldl.g Cppen...t Safety InAnsotlen. by 11.0 end IRU) for Safety prat-Lite.prier . TC DL 10.0 PSF DATE 12/15/15 ............i.,these functions. Installers%hall preview temporary bracing per SCSI. Utiles.noted etharwlse.,04116041/4 — top chord ohm,I haus properly attache.trustmral sheathig and bottom Shay snail have a properly m.d..dCalkIA rigid cellIng. Locations sewn for peresnst I.teret restraint of webs shell leve bracing Inst.llad per SCSI BC DL 10.0 PSF DRW CAUSR7175 15349253I� sections 1s,01 or 110,a.applicable. Apply plate.to seen race or truss and paeltle..es.hoes.ca a.na an6!2015 A� I' +1�NEvw hint Details. unless noted otherwise. Refer to drawing.10M_Z for&timbre.plate position.. niprBC LL CA—ENG SFR/GWH I�1✓ Alpin.. a division of lig&eliding Cerpenant.Croup Inc. mall be responsible for any.avl.tlon fro.tEGON 0.0 PSFdrawing.eery failure to bu1Id the truba In conferaente filth ANSI/IPI 1.or for la dling.th,ppipp, _AN IYW COMR,NY ...toI lntlen a a...ains of trusses. 0001° vTOT.LD. 45.0 PSF SEAN— 241617 A aagl.n 1151.drsiwg pr serer Pepe 11.allg tAle drawlnS 1ngN...... t�p..A ./ug.les.l erglilar..pa elelllty solely fort.design tewl. The..,s llls end w of tlrl.drwlry fur any.L lSl5.n IS SheT —"•— R3$IRolmgC;,tI! reapen.lbllitg.r the Sul!din Rag/plat per Awinri 1 1es.i. •N DUR.FAC. 1.15 SacaemNQ.CA YSR1R for more Inforestns Sae thlc,aa•s geerala page and thea sob alt..: N•I.p oatlwaormtT SPACING 24.0" JREF- 1VMIG7175201 ALPISEI ww.alplarlt..oe.l Tal:iew.tpinat.org:w7G:ew.sbelndustry.cew: ICC:waw.iseat.erg THIS DOG PREPARED FROM COMPUTER INPUT (LOADS&DI DENS I DNS) SUBMITTED BY TRUSS MFR. (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - L22) Top chard 2x6 DF-L #2 :T2 2x6 DF-L SS: (e•) 1 plate(s) require special positioning. Refer to scaled plate But chord 2x4 DF-L 2400f-2.0E :B2 2x4 HF SS: plot details for special positioning requirements. Webs 2x4 HF Std/Stud :12 2x4 HF #2: :14, *8 2x4 DF-L Std/Stud: :110 2x4 DF-L #2: 120 mph wind, 43.13 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere In roof, RISK CAT II, EXP B, wind TC OL-6.0 psf, wind B In lieu of structural panels use purlins to brace all flat TC a 24" OC. DL=6.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MIITRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and 1/240 total load. Creep increase factor Calculated vertical deflection is 0.68" due to live load and 0.77" due for dead load is 1.50. to dead load at X = 16-5-12. 8X80(5') 4X8(8) 111 T2 5X7(R) II W10 8X8E 1.5X411 H0710Bm ■ _I_ Nummummiumilimmmummommommommmmummommommummmmummomum - A001-8-0 I 3X78 Wz 8X8BM *4 4X8(R) 11 110714m62 3X5111 Lc-3-10-8--J H1010(R) II 4-11-10 4-11-10 6-6-8 6-8-4 6-6-8 4-11-10 4-11-10 6-6-8 6-8-4 6-6-8 I_ 9-11-4 _I_ 19-9-4 _I k29-8-8 Over 2 Supports a1 R=1626 U=365 1=5.486" R=1319 U=200 1=4" RL=22 Design Crit: IRC2012/TPI-2007(STD) .EO PROLE. PLT TYP, 20 Gauge HS,Wave FT/RT=2%(O%)/4(0) 15.01.!�, • - AT.? S`k'i OR/-/1/1/-/R/- Scale =,1875"/Ft. Truss Components of Oregon (503)357-'118 ••MaMUNDt••SID MD woof AU.NOM a ons oaNlucl b �a E'F O 825 N 4 Ave Cornelius OR 97 l3 "IwosfMTe• fg.Rux TNIR UMwlllb To All.ooRTlg,clgls'SCUM,The nmra.0 . owns- TC LL 25.0 PSF REFR7175-87175- 96084 Try..s require extra..owe In r-brle.ting,nil les. shipping. installing end bracing.Refer toend folie. , TC DL 10.0 PSF DATE 12/15/15 the latest antis.of.I31 (gal Idly Ce.uan.nt Safety Information.by TPI wed RCA)for amity erection.prier �r to performing those functions. Intel,ere shall provide twporry br•.Ing per PCSI. Unless noted othermin, top chord shall hew properly attached Ctru.tural du.anng and pert=.chard.hall have a properly-scathed �� BC DL 10.0 PSF DRII1 CAUSR7175 15349254 rigid Illy. Imtlens shown for permanent lateral het of..b shall hove bracing Installed per KSI ,4 {N ,..t lana gD. ,r ..applicable. e.Apply fer w towing rata fora and rdo loon as.tion.badeand p 1-16/2015 AON use Joint Dwells. .doles. Snitet.emiing Co . t.Refer m drawing*Po 160ett for standard plate posltlati OREGON BC LL 0.0 PSF CA-ENG BFR/GWH s. AIPIne,* 1.1Ii. of ITR guile Cr...aaporn owl Gap Inc.ns. .hell net a for for nreton fr pry ripping. ^l.v�Mls dr..log,any fellow to build the tIn oonfrawlce with ANSI/TPI 1. r for honelly, shlppl,p. AN ITW COMPANY ,ontal,.Clan a br.ely of crani... IA& N.20,ile .f TOT.LD. 45.0 PSF. SEQN- 241620 A r*an Mle dr..l.g wr ewer gage I feting pile Nesting, In/IrW.a..ptalree of pr.fw.lwl.nglnMring 9.0/. T •0 8351 Aalaw C:tle ...Mil lin.rine-Lublin.Designer pater um row r MITheTI S Pebi and we M sins rw/�for tietp Rte-la tin ' DUR.FAC. 1.15 SWogh,Rllo,CA Agin For ewe...emotion.w the.Job•s growl note*loge red thee.toll sit..: Rommel DM.SU5PR01TSPACING 24.0" JREF- 1V11Ci7175Z01 ILLPIIE:wt..Ip,n•,t..ca.: TPI: ww.tpinst.aRGnb rg; 'ae.scinduatry.eser u ICC:w .loosafe. g THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS IFR. (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - L23) Top chord 2x6 DF-L SS :72 2x6 OF-L 2400f-2.0E: 120 mph wind, 43.08 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 OF-L 2400f-2.0E anywhere in roof, RISK CAT II, EXP B, wind TC DLe6.0 psf, wind BC Webs 2x4 HF Std/Stud :12, 14, 110, 112 2x4 HF #2: DL=6.0 psf.In lieu of structural panels use purlIns to brace all flat TC * 24" OC. Wind loads and reactions based on AIWFRS with additional C&C mew1..0.1),•:, design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Calculated vertical deflection is 0.68" due to live load and 0.77" due to dead load at X = 13-1-15. 6X8= 6X8(R) III 1.5X4 III 0.5 _ 3X14X5= 0= H0514= T2 3X5= 110 112 4X12= -I Y Mrs= t 1-4-0 :. . `..r_� , + ��I � 1-8-0 0 •—ami— 41-8-0 1 3X7 III 12 6X8= 14 3X10= 3X12= H0612= 3X5 NI I<-3-10-8- L 4X12s J 3-11-10 I-3-11-10 sI- 3-11-10 5-4-7 'I` 5-6-3 - 5-6-3 - 5-4-7 `I I.. 7-11-4 _I_ 21-9-4 .1 lc 29-8-8 Over 2 Supports al R=1626 U=365 W=5.486" R=1319 U=197 W=4" Design Crit: IRC2012/TPI-2007(STD) .t0 PROs PLT TYP. 20 Gauge HS,Wave FT/RT=2%(096)/4(0) 15.01.', d �.�, sP OR/-/1/1/-/R/- Scale =.1875"/Ft. Truss Components of Oregon (503)357-2115 "WARMING,"we RAD FOLLOW All NOTES ON This wgwIN6T REF R7175- 96085 �3 m11�dT'Alme DINN1p'TNI$INMmNS To ALL COMM AcleRs INcwhIN 111E nOTAL1m. C7 °19675 TC LL 25.0 PSF 525 N 4th Ave,Cornelius O 97113 'y Trus..*require extreme core In rserIwting.handling. shipping. In.tallIng end bracing. Refer to and fellw. the latest edition of PC31 (Udo leing Component Surety Inrarnetlon. by TM and,ICA)for..rets prattle.prior 401 TC DL 10.0 PSF DATE 12/15/15 to performing them.fUetlee. (retailers.1e11 provide temporary brseing per PC31. Unless netts eth.rolse. top there Mall hems properly ettseted*,natural eh0ethlng and bottom copra shall have•properly attached ,- rlold wiling. tee.tlens Neem for permanent lateral rotral.t or webs M.11 have bracIng lrot.l led per 11031 or BC DL _ PSF DRW seetime ga. 117 or gig,es appl Icahn.. Apply platee to seen twos of trues anal owI GI on en Neon above ems en RW CAUSR7175 15349256 1-�--ff the_Mint w Details.unless noted otherwise. Refer C0 erings 1110A-2 for etaneerd plat.nommen*. I 16/2015 ' u Alpine. .ei.1.1..,or IT.Dul Milne Compeler.ts Croup Inn. Null net.be responsible for any d.vl.tIon from til. OREGON BC LL 0.0 PSF CA-ENG BFR/GWH dreeIM, any failure to build the trues In ownror..nx.with ANSI/TR1 1. or for hendIing. Mlpping, AN ITW COAAwNn Installation A bracing oftruss.. Igeb 0.211006 TOT.LD. 45.0 PSF SEQN- 241623 A awl M M1.Overly.r aeon"pogo 1letirt Ube grwln1I// Indlg.us souptelme of pr.tb..le.l.nglneeflit r..pen.iblllty 0*1.1Y pew lei.4.01/1 clean. Thu solubility elle r.of Mle droelos ter any*treasure Ie W OL T .N — R351 Rom!Circlefog..lelb/l Ib of Me gel Islet O..ign.r per 1M31/fp1 1 Seo.:. DUR.FAC. 1.15 Sacramento,CA MIR For wore Imroroot l on...this Jobe geerel netts pege end these web sort..: ReIawbl Ode 01301291T SPACING 24.0" JREF- 1 VMG7175ZO1 ALPINE:wwt. .ebpl,el .cseAe : I:ee.tpir.t.erg:RCA:we .t .Mao I Mury.no.: ICC:ems.iccmefe.org THIS DNG PREPARED FROM COMPUTER INPUT (LOADS 1 DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - L24) Top chord 2x6 DF-L SS :T3 2x6 DF-L 2400f-2.0E: 2 COMPLETE TRUSSES REQUIRED t___________10 Bot chord 2x4 DF-L 2400f-2.0E Webs 2x4 NF Std/Stud :W2, W10 2x4 HF #2: Nail Schedule:0,131"x3", min. nails :W3 2x8 DF-L #2: :W8 2x4 DF-L Std/Stud: Top Chord: 1 Row 012.011" o.c. Bot Chord: 1 Row *12.00" o.c. le"-- . Special loads Webs : 1 Row * 4" o.c. (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Use equal spacing between rows and stagger nails TC- From 70 plf at -3.88 to 70 plf at 5.94 in each row to avoid splitting. TC- From 35 plf at 5.94 to 35 plf at 29.77 TC- From 70 plf at 29.77 to 70 plf at 32.50 120 mph wind, 43.04 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- From 20 plf at 0.00 to 20 plf at 5.97 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC BC- From 99 plf at 5.97 to 99 plf at 29.77 DL=6.0 psf. BC- From 109 plf at 29.77 to 109 plf at 32.50 BC- 457.00 lb Conc. Load at 6.09 Wind loads and reactions based on PATERS with additional C&C member design. Right cantilever is exposed to wind In lieu of structural panels use purlins to brace all flat TC * 24" Deflection meets L/360 live and L/240 total load. Creep increase factor OC, • for dead load is 1.50. Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. 8X8E 4X5 6X8(R) III 3X5(R) UI 0.5 _ 1012= 3X5 1 .5X4III T3 H0612= A- 1 t 1-4-0 -4tA .wm y .�'._Iw 1_7_0 i - L 41-80 I 3X5 II 11/2 8X8BM W3 5X7(R) IP H0710BM W8 W10 3X5= 1.5X4 NI Lc-3-10-81.-I 6X8 L2-8-0J 6-2-14 -I 5-10-13 53 I 6-0-9 + 6-0-9 + 5-9-1 -F-2-9-12-1 I, 5-11-4 _I,. 26-6-12 -I lc 32-6-0 Over 2 Supports R=2393 U=422 W=5.486" R=2550 U=379 W=5.5" Design Crit: IRC2012/TPI-2007(STD) . PR.p PLT TYP. 20 Gauge HS,Wave FT/RT=276(096)/4(0) 15.01.! M FSS OR/-/1/1/-/R/- Scale =.1875"/Ft. TnlssComponents otOMrgon (503)357.!tilt ••IMARMMtNst•• 1115 11.u111170 K►IwrEsansllsmuaulsl 00/Ne4e '% TC LL 25.0 PSF REF R7175- 96086 825 N 4 Ave,Cornelius OR 9? 13 't 1 •' MBI TM1g.IYw1Iw 10 OIL al.l.ncl.lw 111ClLDIMD 7K 1147AttJ0h.. (nj she Tromso. e ept of PM(Doi ng.....rl ,.t handling.nf shipping.by T:I'•IrremidA)fere saarny practices prior19576• 9 TC DL 10.0 PSF DATE 12/16/15 to performing M.o.functions. Installers shell provide t.apor.ry bracing per Debt. Unless noted othenalwo, top a.erd shall have properly attache.structural -el enity and bonne chore.,..hl Inv*•properly atteacs d y �, ,0464, rigid ceiling. Locations Winn Mer p.rmanorit I.tar.l restraint of anis*hell wow brining Installed per acal /r BC DL 10.0 PSF DRW CAUSR7175 15350040 _ [I N sections rig g7 or BIDa..ppllApply l.tto to inchwing ria or tem w rd.pine positions. 1:16/2015 BC LL 0.0 PSF CA-ENG BFR/GWH Alas. •division or Int Building c•ppon.nt.Group Inc.sh.ol l not be re.pe...,bIo fee any d.cleti.n from this OREGON drawing. sly fallere to build the truss In eonfereene.with ANSI/711 1.or Tor handl Ind, snipping. . -- AN 1T V. DMpWY In,talaaon t tensing Sr tract,... TOT.LD. 45.0 PSF SEAN- 241627 A wool w ple drawing me....r pogo moony pie Mwloo, Inallrbw p...ptpl�p M pr.R..l.rrl.Ii.ln..rin. 9b 0.20,19# G,♦ r..p.rrl.11 lty solely for elm Owlen awn. ler ret•Dll fey M.MO df rhes crit..far wry ptMgWr.I.dip V Rest Raw p cYelt rwoprr1biney.f dr..I Wog..elp...r pm-Nslnn 1 s..... "-OLD .H DUR.FAC. 1.15 S.aammo,CA 9SR2R for more Infe,m.tlon see this Jeb••general nom p.9.end thew..b altos: w. ALPINE:w .lpin.Itw.cs:nil:ww.tpl,let.erg:RCA: ..acs inttry.to..: ICC: .e..leca.h.urg Rune I bgll0/2017 SPACING 24.011 JREF- 1NMG7175Z01 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - Z8) Top chord 2x6 HF #2 Negative reaction(s) of -390# MAX. (See below) Requires uplift Bot chord 2x4 HF #2 connection. Webs 2x4 HF Std/Stud Truss transfers a maximum horizontal load of Special loads 2135 # ( 250.00 plf ) along top chord, from either /f (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) direction, to supports where indicated. Diaphragm and �`/// TC- From 228 plf at 0.00 to 228 plf at 6.98 connections are to be designed by Engineer of Record. TC- From 228 plf at 6.98 to 228 plf at 8.54 Drag Loads: Force(#) (PLF) Mbr Start End BC- From 20 plf at 0.00 to 20 plf at 8.54 Case 1: 2135 250.00 TC 0.00 8.54 2134 249.88 BC 0.00 8.54 (**) 4 plate(s) require special positioning. Refer to scaled 1 plate plot details for special positioning requirements. 120 mph wind, 43.32 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Wind loads and reactions based on MWFRS with additional C&C member DL=6.0 psf. design. Truss designed to support 1-0-0 top chord outlookers and cladding load See DWG GBLLETIN1014 for gable wind bracing requirements. not to exceed 3.00 PSF one face and 24.0" span opposite face. Top chord may be notched 1.5" deep X 3.5" at 48' o/c along top edge. DO In lieu of structural panels use purlins to brace all flat TC 0 24" OC. NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Do not notch in overhang or heel panel. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. 3X5(R) III 1.5X4(**) HI 0.5 1.5X4(**) III 3X5= 4X$(R) III -.--, -1-- 1-7-84 II III 1-----A------ 1-7-$ _'---------./ 1113----- ` 1-8-4 I f {J ( I'''''' 41-8-0 /////////////////////////// - I 3X5= 3X5 HI 1.5X4(**) IH 3X5= 3X7(R) IN 1.5X4(**) III 2-0-0 1-5-14 3,1.. 2-6-2 34-2 111"12�_ 1-6-12g8 >,8 I_ 6-11-12 _I_ 1-6-12 _I lc 8-6-8 Over 2 Supports R=235 PLF U=67 PLF W=8-1-0 R=215 Rw=531 U=390 W=5.5" Note: All Plates Are 1.5X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) •IX/PROFl. PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.02. ; 'r *.a OR/-/1/1/-/R/- Scale =.5"/Ft. Truss Components of Oregon 1503)357-1118 1•• MAMG RI••BEAM AIM NO TO ALL mons as 1HI3 De,I I �2y N 1 e4- TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 "' �" p11MIBN MIS MARINO To Au tx•rBAClora INCLUDING 1118 INSTILLERS. :r/ �� REF R7175- 64709 Tr....r.gtira extra..care,n fabricating. herding. snipping. Installing bracing.Safer to and follow < TC DL 10.0 PSF DATE 03/17/16 she latest edition or SCSI (wilding Component S.r.ty Information,by ins and 9/CA)for sar.ty pr.etlo.a prior to perrar.ing Cl....functions. Installers doll provide temporary bracing ter BCS1. Unless noted otherwise. - top chord shall have properly attached structural sheathing.red bottom ford.0.l l have•properly attached rigiO ceiling. Location*circ[r.r permanent I rest. 1 t of awns shall have bracing Installed per SCSI ( BC DL 10.0 PSF DRW CAUSR7175 16077017 scud....RI. Bi or SW. .s apptc llc.blo. Apply plates COto 04011 r .of truss ed position.s shown.bove and on Ail(I PIE N the Joint Oet.,e,.unless noted otherwise. Refer co dr160.4forstandard plat.position.. BC LL 0.0 PSF CA-ENG BFR/GWH I Alpine..d...,s,on of Il.Building Components Group Inc. .ngs 1a0„nal l net be responsible for a,de.,.t.o"from shoe w. OREGON drmu,rg.any'.,lore u to build . P.conformance with ANSI/IPI 1ANSI/IPI or for handling. shipping. AN RW COMR4NY ,..a.11ace,.rac,ns or trues... 1 v,70 1Y# .f TOT.LD. 45.0 PSF -SEAN- 250614 A...1 on Ws Si.elns or aw.r pogo I llatiw 5.111.lIMIOB, 1101.041 wMptrid of p0.M.IoI.i engineering �O/ o�� r..p. 151 e11ty mutely for tee design War.. lb.sulitll llty alb ow of tills.rowing n1r ere structure Is the I. 8351 Roma Conk rmuprl.Ibll Icy of the wli*1pg Designer per ANSI/TPI 1$410.2. _-- DUR.FAC. 1.15 Sacramento,CA 95828 For...r. Information. tnls Joe'•poor.l .peg.and Ow...b.It..: ALPINE:..w..Ip,noite.t..: TP1,ww....tpin.aors:WC.:m.sbcindustry.com: ICC:Is..,eo.ar..org Ramos MO'2017 SPACING 24.0" JREF- 1VP17175215 f THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - Z9) Top chord 2x6 HF #2 Truss transfers a maximum horizontal load of Bot chord 2x4 HF #2 7516 # ( 250.00 plf ) along top chord, from either Webs 2x4 HF Std/Stud direction, to supports where indicated. Diaphragm and �� connections are to be designed by Engineer of Record. Special loads Drag Loads: Force(*) (PLF) Mbr Start End (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Case 1: 7516 250.00 TC 0.00 30.06 TC- From 162 plf at 0.00 to 162 plf at 2.54 7514 249.95 BC 0.00 30.06 TC- From 162 plf at 2.54 to 162 plf at 20.96 TC- From 162 plf at 20.96 to 162 plf at 30.06 120 mph wind, 43.83 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- From 20 plf at 0.00 to 20 plf at 30.06 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=6.0 psf, Wind loads and reactions based on MWFRS with additional C&C member design. Right end vertical exposed to wind pressure. Deflection meets L/180 criteria for flexible wall coverings. (a) Continuous lateral restraint equally spaced on member. In lieu of structural panels use purlins to brace all flat TC • 24" Bottom chord checked for 10.00 psf non-concurrent bottom chord live load OC. applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase U = Negative reaction(s) (see below) require uplift connections, factor for dead load is 1.50. 3X59 0.5 6X8' 2X4 q1 4X8(R) ill 5X7(R) M 3X59 4X59 __ gm B ; T T (a) a 1-9-5 2-6-8 - I (-3- iiiiiiiiiiiiiiiiiiiiiiiiiiii72iiiiiiiiiiiiiii77//70 ii/iii/iiiiiiiihill//////////7??iiiiiiiiiii// 41-8-0 X7111 4X5Re 4X5E6 3X59 3X59 3X10 3X7111 U=790 3X5= U=445 2-6-86-1-1 6-1-1 6-2-13 6-1-1 Il 4-6-10 'IE 4-6-10 ' 1_2-6-8_1_ 18-5-0 _I_ 9-1-4 _1 F30-0-12 Over Continuous Support R=182 PLF U=48 PLF W=30-0-12 RL=2/-1 PLF Design Crit: IRC2012/TPI-2007(STD) , O PRO PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01.° S OR/-/1/1/-/R/- Scale =.25"/Ft. TnlssCompoMlaltaofOregon (503357-,1115 **SARNI11Btea IMADASDFoliarALL I(OTESDeTillsowllri IUINC - 825 N 4th Ave,Comehw OR 97 13 arIW fl T" RINNIMI MIN IMAMS TO ATL Ocomme ws III.&eIee U 111•TAIl•M, d �L� TC LL 25% .0 PSF REF R7175- 96096 Trossos r•muira eatr...ere In rar,Weting,handling.Nipping. Iet.11ing and brewing. Rorer to and roll.. �Wg7lSP -T TC DL 10.0 PSF DATE 12/15/15 the. W latest edition or SCSI ( I Information.Component Safety Infontion.M MCA)and CA)for rrety Prod....Prior . to performing Chef•Inactions. Io.,Ir.Idyll provide temporary broiling per SCSI. Dale.rated otermlr. top Were snail have properly.ttxh.d structure,ebomthing and bottom chard Mall have•praprly attached / rigid oiling. Locations sheen for perme..nt lateral restraint er Saba aim.lave Seeing inttelled pr SCSI Ir- / BC DL 10.0 PSF DRVi CAUSR7175 15349263 ALPO fie lel,f as. .1 or no..a applicable. e. S place to ey Jr,ryes of.Nae and position ea shown obese end do I '1 WL015 A the rein Detail..,mese noted otherwise. Serer to Wing.1601(.:fr stadrd Plate positions. BC LL 0.0 PSF CA-ENG BFR/GMIH Alpine. a division of ITS calming Companen:e droop Inc. Well net be responsible Cr any&aviation fro.this OREGON Or wring, any failure to bulla tOe ergs.in..are. ho.with NRI/TPI 1, r for handling. Nipping, - - AN ITW COMPANY Intal lotion 5 braising of truss... e9R�m n.5Wi �J TOT.LD. 45.0 PSF SEQN- 241675 •.rl en.t1.I/Perle..r...Er par I lairs We SWerleNge. Idle see�eyaS St Profwwlelnl aeglh...rlrg re peerbhl.ty eerely her ton dewier,Demi. The esetabl11ty and en.?thI.drwlry me.a y 05' ae inn l (DSI Rm�lg Circle re en nibl Iromp of tie WWI..Mlper per Mill/TPI I Nea.e. O` . DUR.FAC. 1.15 Swireavo.CA 9552(5 For.ora Informationone .e.this Jew•.gr,nese,page end thewe sob alt.,: MM.R.wgt oi.mnormTT SPACING 24.0" JREF- 1 VMG7175Z01 ALPIMS:.w..Ipl.elce_aes :WI:oaw.tplese.rg;emu:can.s.clndhserY.eow; ICC:mow.iWWa•r•.rg THIS DWG PREPARED FROM COMPUTER IIIPIIT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115061--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - Z10) Top chord 2x6 HF #2 Truss transfers a maximum horizontal load of Bot chord 2x4 HF #2 8661 # ( 250.00 plf ) along top chord, from either Webs 2x4 HF Std/Stud direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Special loads Drag Loads: Force(#) (PLF) Mbr Start End (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Case 1: 8661 250.00 TC 0.00 34.65 TC- From 162 plf at 0.00 to 162 plf at 34.65 8660 249.97 BC 0.00 34.65 BC- From 20 plf at 0.00 to 20 plf at 34.65 120 mph wind, 44.21 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Wind loads and reactions based on MWFRS with additional C&C member anywhere In roof, RISK CAT 11, EXP B, wind TC DL=6.0 psf, wind BC design. DL=6.0 psf. End verticals exposed to wind pressure. Deflection meets L/180 (a) Continuous lateral restraint equally spaced on member. criteria for flexible wall coverings. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. Creep increase factor load applied per IRC-12 section 301.5. for dead load is 1.50. Truss must be installed as shown with top chord up. U = Negative reaction(s) (see below) require uplift connections. 5X7(R) 11 4X5@ 3X4X5= 511 4X5= 4X5= 5X7(R) 19 2-6-8 P (a) a Mimmim(laiL () so (a) m (a) 2-6-8 ///////////////////////7///77/7//////////////////////i -_4001-8-0 C///////////////////7//////7////////////////flu/////////// UI 4X5== 4X8= 3X5th 4X5-- 4X5= 3X711 U=388 U=395 12 6-8-6 6-11-14 6-11-14 6-11-14 6-10-2 1' 2 6-8-6 6-11-14 6-11-14 6-11-14 6-8-6 1. 2 k34-7-12 Over Continuous Support I R=182 PLF U=4B PLF W=34-7-12 RL=2/-2 PLF Design Crit: 1RC2012/TPI-2007(STD) ,16D PROF PLT TYP. Wave FT/RT=296(0%)/4(0) 15.01.►; `QQ+ OR/-/1/1/-/R/- Scale =.1875"/Ft. Truss Components ofOregon (503)357-!118 ••MRNIMYI••READ MD FOLLOW ALL IMES 41 nus OM/BMW 0 C •E6. V 825 N 4th Ave,Cornelius OR 97)i3 "I�RMT" MOWN TRIS wish:To MI.OaaNeOTOal MCMINN M I TML m. 0 197375. �' TC LL 25.0 PSF _REF R7175- 96097 Trusses require Nttr...Care In fetTleat.ng,hendling, nipping. .netalleng end bracing.Harr to and.ells TC DL. 1D.D PSF DATE 12/15/15 the latest edition of SCSI (building Component Satiety Infeatlta. by TPI and VTCA)fer safety preetlep.1.. 401 to p.rferelng these flections. Instal ler.Mall provide teeporary treeing per SCSI. Unlet•noted.tn.nIM, tee chard shall have properly attealsd.troo.rel sheathing and betted hard Mate neve a properly alto.* /` rigid ceiling. leeatlaa.Ilona for pa,.erntr nent lateral ..It Cl.tea shell new bracing Installed per IICSI BC DL 10.0 PSF DRIB CAtlSR7175 15349264 �� . .sued. s7 Cr a.epplleabl.. Apply plates to email rove truss..a pee Mien as M .. shown ate.and on 1.16/2015 ,4 17 cM bunt DAlvin,..safes ulnad plS C.g.l tater to 7:""g°,1,--z--, lg.lgno-z ter—...-..°,—. t.odere ol.. pp.dtle,a. OREGON BC LL 0.0 PSF CA-ENG BFR/GMIH Alpens. •dlfeller of Ibu Od the true* in.con Coen nc .hall.lot ha rfor handling. as t . shipping. fie told gnat ll my SfbreeIller*to farad the toll In conferments.nit.A1151/Tpl 1.or for ha do q. Mlppl p. 14 •1y.2ki017 J TOT.LD. 45.0 PSF SEAN- 241677 AN RW COMAANY Ins[allwtlon•wallop of trusses. (, A Mt en elhte freeing Cr Meer pip Ileeleg thin dewing.�IndiYlw w.ptanw K preMplall.l grgllhMring RO f , T .�V responsibility aal.iy for Me Malin.arena The wtgabltend me K MIs dre.Ing far sly aeneew.la w ` DUR.FAC. 1.15 051 Roma Citk rw piece lblllby et S.gal Ming Designer per PROUTpl 1:de.:. Sunman.CA 950t per mem late,etas,--.the Job's general tat-e p.D-sola.tee-.n alto-: Ro+•l•+Ddg sT SPAC 1 NG 24.0" JREF- 1VMG7175ZO1 ALPINE:wee.ensaTw 1pelte.ca: I:w .tplst.org:MICA:w...beln*.styw. ,00e. ICC: alcceafe.erg THIS DWG PREPARED FROM COMPUTER INPUT (LOADS I DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - Z11) Top chord 2x6 HF #2 Truss transfers a maximum horizontal load of Bot chord 2x4 HF #2 3594 # ( 250.00 psf ) along top chord, from either Webs 2x4 HF Std/Stud direction, to supports where indicated. Diaphragm and p connections are to be designed by Engineer of Record. Special loads Drag Loads: Force(#) (PLF) Mbr Start End (Lumber Dur,Fac.=1.15 / Plate Dur.Fac.=1.15) Case 1: 3594 250.00 TC 0.00 14.38 TC- From 250 Of at 0.00 to 250 plf at 14.38 3593 249.97 BC 0.00 14.38 BC- From 20 plf at 0.00 to 20 psf at 14.38 120 mph wind, 44.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Wind loads and reactions based on MWFRS with additional C&C member anywhere in roof, RISK CAT II, EXP 8, wind TC DL=6.0 psf, wind BC design. DL=6.0 psf. Deflection meets L/360 I've and L/240 total load. Creep Increase factor End verticals exposed to wind pressure. Deflection meets L/180 for dead load is 1.50. criteria for flexible wall coverings. U = Negative reactions) (see below) require uplift connections. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Truss must be Installed as shown with top chord up. 4X8(R) i1 3X5 Ii 4X5 4X8(R) ill T _ _ ,..... ...... _ 1 2-4-0 2-4-0 R — i - = 41-8-0 If /////////////////////////////////////////////i 3X7III 3X10 4X5= 3X711 U=345 1"12 4-7-3 4-10-11 4-8-15 1'12 4-7-3 4-10-11 4-7-3 1 2 • E 14-4-8 Over Continuous Support R=270 PLF U=80 PLF W=14-4-8 RL=4/-4 PLF Design Crit: IRC2012/TPI-2007(STD) , O PROP PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01.;x ,,, • F:' OR/-/1/1/-/R/- Scale =.375"/Ft. MI ANS LL EHES ORIIIINCI Truss Com Ave,of ComeltuOregon (503357-«i18 Trwwe rew,r...t w.ea.ro ! .bre•le.cwp/,noodling. shipping,o a HIM end e,..l q. nor..c..,.roll.. ifq a g78 • TC LL 25.0 PSF R - MwranANF'• POEM THIS OMEN Te ALL CONTRACTORS INCLUDES TIE INSTALLERS. REF R7175— 96098 825 N ve,CDTTICIMS O 97 13 the .d,t..n of SCSI (Mull...Comp.w.•.t s.rmy l.ftrmt,e,.,by TPI MCA)for safety greet,...prior Si, TC DL 1 0.0 PSF to performing them functions. Inst.,,... provide t.IQ.r ry o...l,,par SCSI. Unless...ted otherwise. DATE 12/15/15 top doorn shell hose properly.tt.d.ed.tn.etur.,Mooching and bottom chore.hall hove.properly attached ,�r rigid oe.f.ng. Leest,..a e1..n,for n-r—.-..c,sterol rettralnt of mass.hell hem arming install.d per scsl e� -- BC DL 10.0 PSF DRW CAUSR7175 15349265 ,4 Pp N eetcl.m lug eT a ng. m Ore leap.. Apply plate to each face Orme position...hew .seg..a on 1 16/2015 77....-7.7.......... he bins odt.,cie., ...,..ted.the.wl.e. n.r.r is.r---.704—.i.:—. .lnge MOON-z ver.poe.lyd pf.c.p..lu.n. BC LL 0.0 PSF CA-ENG BFR/GWH AlPln. ..,.,.len.r lie s l,d,ag ce•Pe..mca f cup lap, shn,l oec a ffor,bl.rw•^ .wi.tlen from ch.. OREGON drawl,,,any failure to build the truss In eenfersones with ANSI/TPI 1, or for handling, shipping, m AN ITW COMR4NY last.,Int,en P breoi,,g or tr„e..e. y n 2Y SNI► TOT.LD. 45.0 PSF SEQN— 241679 A w1 E.Phis* In/n.moor ENO I istl.,Min drain,. Indians*w.pbw•et pnM.lw..l w,inwrlq reepara,bl Iltp*515 for Eon.mlgn a.m,, The ss,tobl Iw ono or or this I win/for any otrl.W.s Is She T s�sl Amon Circle rwnan1s111a M w RH Milne Rwlpmr per ANSI/TM I Saga. �� g •N DUR.FAC. 1.15 sal>,nleno,CA9eIA For mow h....*: ien TPI.»tO,e,.b.ga.er.l e.t.a th.rwen„ton: MuR.r.al Me W301201/ SPACING 24.0" JREF— 1V11Ci7175Z01 w ALPINE: e ..lpi ns,tw.em: TPI:ww.tplmt,erpI PTV::ww,.bolr.du,.try,to.l ICO:uuw...eure.erg (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - Z12) This DWG PREPARED FROM COMPUTER IN%1T (LOADS&DIMENSIONS) SUM!MD BY TRUSS IFR. Top chord 2x6 HF #2 Truss transfers a maximum horizontal load of Bot chord 2x4 HF #2 2281 # ( 250,00 plf ) along top chord, from either Webs 2x4 HF Std/Stud direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Special loads Drag Loads: Force(#) (PLF) Mbr Start End S (Lumber Dur.Fac.s1.15 / Plate Dur.Fac.=1.15) Case 1: 2281 250.00 TC 0.00 9.13 TC- From 162 plf at 0.00 to 162 plf at 9.13 2281 249.95 BC 0.00 9.13 BC- From 20 plf at 0.00 to 20 plf at 9.13 120 mph wind, 44.21 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Wind loads and reactions based on MWFRS with additional C&C member anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC design. DL=6.0 psf. End verticals exposed to wind pressure. Deflection meets L/180 Bottom chord checked for 10.00 psf non-concurrent bottom chord live criteria for flexible wall coverings. load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor Truss must be installed as shown with top chord up. for dead load is 1.50. U = Negative reaction(s) (see below) require uplift connections. 4X8(R) HI 2X4 RI 4X8(R) Ii E 0 _ 2-6-8 2-6-8 /////////////////////y/////// 41-8-0 3X7 I& 3X10= 3X7 M'''....'s) U=430 U=430 "12 1 4-5-0 N.1.c 4-6-12 1h 2 4-5-0 4-5-0 12 9-1-8 Over Continuous Support R=182 PLF U=48 PLF W=9-1-8 RL=6/-6 PLF Design Crit: IRC2012/TPI-2007(STD) .so PROPFS PLT TYP. Wave FT/RT=296(096)/4(0) 15.O1.pt_ t me OR/-/1/1/-/R/- Scale =.511/Ft. Truss Components of Oregon (503)357.2118 • INCH••jello Jew rasa Au IMES a saes wwINCI ' d �a- • 825 N a Ave,Cornelius o 97 13 • Try., "I"SmT"IT" P ISK ISIS sawn To Au mMPACTSS lacuiesus il.issmiyss. ,%76.- TC LL 25.0 PSF REF R7175— 96099 require.of. S caro In fabricating.Component runny p,br stlan, Installing andbracing.foetySerp to and follow TC DL 10.0 PSF DATE 12/15/15 the let«e edition of SCSI (Building Ce..slut Seracy lnrbnnseclan.q TPI anus nu)for«reey pracue..prior �t to perroro.q these function.. Installers.errs/provide temporary bracing per SCSI. unless noted otherwise. ,00164, cep chord shell have vrep.rlr attached structural relMooching not Settee e1.erl>MII hew.properly attached �� % BC DL 1D.0 PSF DRW CAUSR7175 15349266 rigid 1. ling. Locations ran r Apply Ieterel restraint of web.•Mil new br«Ing Installed per SCSI A P 0 N., the Joint w, or.on, « ..applicable.otherwise. plac«to�r«.her fare ane rdalllte po.tion end e 1 ib/2015 — ttie, odivi of IT SallsCompoSerer l1ne_z sponsibld.fat.any devise. OREGON v BC LL 0.0 PSF CA-ENG BFR/GWH Alpine, •division of ITN Nullel,q Cogs.nt.Croup Inc. shell net a responsible for airy dwlat.nA from tole dreoicd, e y tel to build the truss in confersw.ee with I/TPI I.or for handl) ^ — AN rrW COMW.NY installation a bracing or trusses. handling, shipping, A«.I.I Ml.dr.wlry w..wr pdg.l l.blry TM.....11y 111g1.dgap ed..pN..I...I pra..aal.,nal..rin. 9R -'.°0'1 • TOT.LD. 45.0 PSF SEAN— 241681 f.dpersibl l/try eelrly nr Ul de.Ipt.lww.. The eu1S+l llq=.d r«M Nld a 114 fur any al emel. .0.. 7 8351 RaonaCicle rr.p...unlb.f til.rllu�N«Ign.r me AMMAN 1 sr,a, O� N DUR.FAC. 1.15 Savamew,CA 95878 for r .P"npage mob RwlgwadDAMS/30201T F ALPINE:.: lp ..Information .beind stryrdc —IwNre.� SPACING 24.0" JREF- 1VMG7175Z01 THIS DIG PREPARED FROM COMPUTER INPUT (LOADS 8 OIBENS IONS) SUBMITTED BY TRUSS MFR. (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - Z13) Top chord 2x6 HF #2 Truss transfers a maximum horizontal load of Bot chord 2x4 HF #2 3479 # ( 250.00 plf ) along top chord, from either Webs 2x4 HF Std/Stud direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Special loads Drag Loads: Force(#) PLF) Mbr Start End 0 (Lumber Dur.Fac.=1.15 1 Plate Dur.Fac.=1.15) Case 1: 3479 250.00 TC 0.00 13.92 IC- From 250 plf at 0.00 to 250 plf at 0.54 3478 249.89 BC 0.00 13.92 TC- From 250 plf at 0.54 to 250 plf at 3.87 TC- From 250 plf at 3.87 to 250 plf at 13.92 120 mph wind, 44.07 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- From 20 plf at 0.00 to 20 plf at 13.92 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=6.0 psf. Wind loads and reactions based on MWFRS with additional C&C member design. End verticals exposed to wind pressure. Deflection meets 1/180 criteria for flexible wall coverings. In lieu of structural panels use purlins to brace all flat TC w 24" DC. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets 1/360 live and L/240 total load. Creep increase factor load applied per IRC-12 section 301.5. for dead load is 1.50. U = Negative reaction(s) (see below) require uplift connections. 4X5. 0.5 8X10 3X511 4X8(8) Ill 3X7 II __ 0 2-4-0 2-5-11 . 441-8-0 (7/////////////////7////////////////77///////// U=454 1.5X4 @ 3X10- 3X7 8 4X8(R) III 3-10-8 5-0-4 5-0-4 U=314 s- 3-10-8 5-0-4 5-0-4 _1� 3-4-0 -I- 10-0-8 -1 13-11-0 Over Continuous Support R=270 PLF U=80 PLF W=13-11-0 RL=4/-4 PLF Design Crit: IRC2012/TP1-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01.; .k g F OR/-/1/1/-/R/- Scale =.5"/Ft. Truss Com a of Oregon (503357-,i ismmMNWn1G1mmPF10AAOMUNI AUNOTES AIN MIN MINIM! y t3{NJ REF R7175- 96100 825 N 41h Ave,Cornelius Oi297113 "Nlr°RaN" m190 rills~NOM mi,mmulcrae MCMINN Tc IU$TAuae. �4 Fix, 0 TC LL 25.0 PSF Trusses require extreme care,n rebrlcating. b..dll.9, shipping. Installing-bracing.Refer to and relleo 59576 TC DL 10.0 PSF DATE 12/15/15 tti. ....r.CEI (landing Component softy Information,by Tal end■reA)for safety practice.prior7 to performing'theme functions. Iratellar.atoll provide temporarry bracing per SCSI. Unless noted oth.rwI... ir , _. top chord shell have properly attached etruoturel Meething and butts chord shell Leve is properly attached ,41164, rigid failing. Locations*loon for permanent lateral restraint of ewes.wll neve bracing Inst.,led per OCS 4101 BC DL 10.0 PSF DRW CAUSR7175 15349267 All PUN sections b. or 010. es oppl00.l other e.ApPiy plates dowing roc.of erre rd plate p. .base (� tAlhe gal,, Detail*.cline*natty wing Co par ,.far to dr.lngsena llno_Z r standard plot.pweltl.ti 1 /16/2015 BC IL 0.0 PSF CA-ENG BFR/GWH Alpine, 0 d,vimlol of ITS!u,het true. Groan inc.Ins1e11 rot be ffor ole for s,.y*ovation free this drawing. any V.ilure to build the cruse ,n conformance with AIBVT1n t,or far Sepallr.p. shipping. m OREGON - - AN ITW COMPANY 1....11..tlee a bracing of truss... A .I.r,W.drwhg PP 900.0 p090 1btiM WS SIM1 1061.1010..........• h. . g .f pr .1 .1. l.erllg i B.50.1910 G TOT.LD. 45.0 PSF SEQN- 241683 NMI .01.13 for the 0..191.WK.,,, T1.sult..011ty one w 019019 deeming for.,o..tr..t,..10 the repeN0. R� ,Nv OUR.FAC. 1.15 5351 RNnsltt Cade .. I11ty of the 119109 ogha ..lr per AIiT I1 1 3.0.1. / T strl'1l0AO( ,95818 per more Inforaet,on ma.Ohl.job's general natal page end these web site.:.�wir..ag SPAC i NG 24.0" JREF- 1VMG7175Z01 ALPINE:wm...lpine,t..cc.:TPI:ewi.talnstor9;PPCA:mem.*induetr Renewal THIS DIC PREPARED FROM COMPUTER INPUT (LOADS&DIVERSIONS) SUBMITTED BY TRUSS IFR. (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - Z14) Top chord 2x6 HF #2 Truss transfers a maximum horizontal load of Bot chord 2x4 HF #2 5333 # ( 250.00 plf ) along top chord, from either Webs 2x4 HF Std/Stud direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Special loads Drag Loads: Force(#) (PLF) Mbr Start End0 (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Case 1: 5333 250.00 TC 0.00 21.33 TC- From 162 plf at 0.00 to 162 plf at 21.33 5332 249.95 BC 0.00 21.33 BC- From 20 pif at 0.00 to 20 plf at 21.33 120 mph wind, 44.35 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Wind loads and reactions based on MRS with additional C&C member anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC design. DL=6.0 psf. End verticals exposed to wind pressure. Deflection meets 1/180 Bottom chord checked for 10.00 psf non-concurrent bottom chord live criteria for flexible wall coverings. load applied per IRC-12 section 301.5. Deflection meets L/360 live and 1/240 total load. Creep increase factor Truss must be installed as shown with top chord up. for dead load is 1.50. U = Negative reaction(s) (see below) require uplift connections. 2X4111 4X8(R) Ill 3X5= 4X5= 3X5en 4X8(R) III TIm � 2-8-3 """Er"--------:-------------'- 2-8-3 7 (3.-1ii/ii/i/iiiiii2Y/ilii////777771/7i�//7iiiiliiiii/i��/7iiiiii1/727 � 41-8-0 I )(7111 4 31 = 4 e Till U=464 3X5=- U=463 1.12 5-1-6 5-4-14 5-4-14 5-3-2 15z 5-1-6 alw 5-4-14 5-4-14 viK5-1-6 7)42 l21-4-0 Over Continuous Support >d R=182 PLF U=48 PLF W=21-4-0 RL=3/-3 PLF Design Crit: 1RC2012/TPI-2007(STD) . PROp PLT TYP. Wave FT/RT=296(094)/4(0) 15.01. i FSS_ OR/-/1/1/-/R/- Scale =.3125"/Ft. Tmss Components of Oregon 1503)357-2118 •'1•ARNINGt••auto Am ovum ALL PATES ON nem omit= G11VF 825 N 4(h Ave,Cornelius OR 97113 •'IWW" ROI l RISS wwlw m au.COIMACTma Darnua vR narpusn. 4. TC LL 25.0 PSF REF R7175- 96101 _ Tru .require extreme art In ferlting.Inedling, shipping. installing and riming.Refer to follow 19676 Trusses Oe. TC DL 10.0 PSF DATE 12/15/15 the latest edition of prettier.(building Component Safety Infore tion. by TPl end )for safety prettieprior to performing these relations. Installers shell provide temporary bracing per KSI. Unless,carted o[Mwi.e. �� toes chord shell have properly ottani,.'trustees/sheathing.,d bottom defy Nell leve.properly.tt.ded rigid ogling. LttethM.Keen Per pare ent i 'restraint of webs shall levo broom.Installed per KSI # BC DL 10.0 PSF DRW CAUSR7175 15349268 A D N E thetlain ail.In ,BISunless at sop'Isaias. Apply poet*.to dowing of truss position as rag.Cove.d an ton s.. Details. otherwise.Campo t..Grto Ines 1.no_:err etaepogibIere positions.deviation 1-/1612015 BC LL 0.0 PSF CA-ENG BFR/GWN Alpine.. n of In...ogling iwmgo,enrts Group Inc. shell nes 0.reeposlble for any d.v cellon fee.this OREGON dr.eing,any fsi/urs to Wild the Orta.. in CGforfnnce slog A161/Tel 1.or for Palling, shlpping, '- AN RW COMR4TW crestal I.taon.e..eang er trp..es. 9 �A•:nn 11/46 TOT.LD. 45.0 PSF SEQN- .241685 A Neel se help WWWIM OP Mese pipe 51w,. cele C1r flop IMbNpt.MppMw ti professions)engineer lM R le'I/q.flava for me ort Nish M o A 11 it s Int=one me of this dr..t,...r.�..tr.atl.,..fa SF* Q� + ' r Al DUR.FAC. 1.15 11361 Roosoa Circle _ Saseeso,CAssarn For sort inreoet,.n es.Chia Job•s gt..rai nolo.pee.nd site.: t�tmyrlorfll mtT SPACING 24.0" JREF- 1VING7175Z01 ALPINE:e.s..lp,.el ewes rel: a.1.1 Job'rg: eras Ates pogo e d these ICC:i tr.lwa.r..arg THIS DRG PREPARED FROM COMPUTER INPUT (LOADS& DINERS IONS) SUBMITTED BY TRUSS MFR. (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - Z15) Top chord 2x6 HF *2 Truss transfers a maximum horizontal load of Bot chord 2x4 HF *2 11792 if ( 250.00 plf ) along top chord, from either Webs 2x4 HF Std/Stud direction, to supports where indicated. Diaphragm and /1 connections are to be designed by Engineer of Record. 2` Special loads Drag Loads: Force(*) (PLF) Ibr Start End (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Case 1: 11792 250.00 TC 0.00 47.17 TC- From 162 plf at 0.00 to 162 plf at 26.04 11790 249.96 BC 0.00 47.17 TC- From 162 plf at 28.04 to 162 plf at 28.54 TC- From 162 plf at 28.54 to 162 plf at 47.17 120 mph wind, 44.27 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- From 20 plf at 0.00 to 20 plf at 47.17 anywhere in roof, RISK CAT 11, EXP B, wind TC DL=6.0 psf, wind BC DL=6.0 psf. Wind loads and reactions based on MWFRS with additional C&C member design. End verticals exposed to wind pressure. Deflection meets L/180 criteria for flexible wall coverings. (a) Continuous lateral restraint equally spaced on member. In lieu of structural panels use purlins to brace all fiat TC a 24" Bottom chord checked for 10.00 psf non-concurrent bottom chord live load OC. applied per IRC-12 section 301.5. Deflection meets 1/360 live and L/240•total load. Creep increase WARNING: Furnish a copy of this DWG to the installation contractor. factor for dead load is 1.50. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. U = Negative reaction(s) (see below) require uplift connections. 6X6y 4X5@ 6X8(R) III 5X7(R) III 4X5= 3X55 o.s 5X7(R) II 5X5= - 3X5= 4X5= I al Lit 2-7-13 R (a) (a) (a) (a) C (a) _ (a) (a) I .al _ ,Il ill .111110.- 3X7 I! 4X51m 4X5= 4X8 3X10= 3X5= 3X7= 4X5 3X7 If U=427 4X5= U=379 4X5- U=393 6-5-4 6-7-0 6-7-0 6-5-4 -6-0 6-1-15 6-3-11 6-1-15 6-5-4 6-7-0 6-7-0 6-5-4 -6-0 6-1-15 6-3-11 6-1-15 26-0-8 2-6-0 18-7-8 F" 47-2-0 Over Continuous Support sal Design Crit: IRC2012/TPI-2007(STD) .EO PROAr PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01./ FS OR/-/1/1/-/R/- Scale =.1875"/Ft. Tn)ss Components of Oregon f5031357-',118 '*VINNI SIBI.e lailo AND FOLLOW ALL NOME ON TNIS DOMINO! \ a c )t� 825 N 401 Ave,Comelms OR 97113 "'trartNr•• POIMtMi TM's tNIMl To illi CONT INalMitt Tia IIMT.{ept. b 19676 • TC LL 25.0 PSF REF R7175- 96102 Trusties r......*awe*ewr.In fair-lowing. neelltp. shipping. Inetelll,g end brewing.Refer to end toilee the finest edition of.CSI (Solidi,*component Safety Information.4y TPI..sP.000)for safety argotic.*prier to perre,.l,g these n..ation, Intel ler..1..l l provide temporary besting per SCSI. Unless noted oU.r.l,a. h TC A DL 10.0 PSF DATE 12/15/1 5 top Deed shell Ire properly attached structural sn.etl i g end Potts Word.f.h l Nov..properly natal l antes rd i BC DL 10.0 PSF DRW CAUSR7175 15349269 Igid wiling. (.outlaw slow for periewont latero, train of orb.Mil ill/NO Wooing Installed per OCSI ' '� ALM NE the oin 6D.al s. .01 w app!loth r-I Apply ffrtto d,each/100 or tows end rdmltits es store.Mee and w l w 1G/20l C ' O cAl Joint Details. unless retail 1n Compo defer gr to Inc.dingsaw,6no-:for sp oobbI.d oto poany Owl r. WL •! BC LL 0.0 PSF CA-ENG BFR/GWH Alpine..division of In lug S of t uss In ntscon groan Ic .Irl!not Res for for he/Idling. for.wy shipping. from this OREGON dnstal l any tenure to Wild trusses.errs In conformance.1N ANSI/TPI/TPI ,,or for handling. shlpping. --- AN lrvvcornabrry macsitatiw.S...;. .f em s... 11t'ba.20.1946 TOT.LD. 45.0 PSF SEQN- 241687 A...I an Mg..rwin K m..er.mgr I lr z ql.I/MI1y indlelaw..m.pnn..of prM.pl.na.ng/1r.flllt RO .H� e. l.lsl l Sty wl.ly rbr tlr w,pl Mel. Tie wrltyll it!e..tw of elft.Mems fW n�.CrOOW, 1.t e T 8351 Roma Code resprrlblllty of w�nldlig Designer poor 51I/I►1 1 Omit. OUR.FAC. 1.15 SacznentA CA 95lut Per were Infa.a.t,an s.e ti,is dab's genal ranee peg.end thew nab altos: Rneusw I O me2o .51T SPACING 24.0" JREF- 1 VMG7175Z01 A PI E: e,...iplwlt..tww. : tPi:atplwc.o,g:.ICA:wm .r e. .r.dcry.00m: ICC: .Itos.re.erg THIS CMG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - Z16) Top chord 2x6 HF #2 Truss transfers a maximum horizontal load of Bot chord 2x4 HF #2 6557 # ( 250.00 plf ) along top chord, from either Webs 2x4 HF Std/Stud direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. (-0---1 - 1: Special loads Drag Loads: Force(#) (PLF) Mbr Start End (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Case 1: 6557 250.00 TC 0.00 26.23 TC- From 162 plf at 0.00 to 162 plf at 26.23 6556 249.96 BC 0.00 26.23 BC- From 20 plf at 0.00 to 20 plf at 26.23 120 mph wind, 44.25 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Wind loads and reactions based on MFRS with additional C&C member anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC design. DL=6.0 psf. End verticals exposed to wind pressure. Deflection meets L/180 (a) Continuous lateral restraint equally spaced on member. criteria for flexible wall coverings, Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and 1/240 total load. Creep increase factor load applied per IRC-12 section 301.5. for dead load is 1.50. Truss must be installed as shown with top chord up. U e Negative reaction(s) (see below) require uplift connections. 3X5111 5X7(R) NI 4X5= 4X5$ 4X58 5X7(R} IN 1 -(a) m cii) u T 2-6-15 I — w _ 2-6-15 mw (j;; //iiiiiiiiiiiiiiiii5////hili/ii////i/iii(////ii/ ilii/iiiiiiii57iiiiiiiii/i/i/iiii�,7;N\) 41-a-0 III 4X — 3 0= 3X5= 4X .. 71N U=408 U=406 Viz 6-4-1 6-7-9 6-7-9 6-5-13 12 6-4-1 6-7-9 6-7-9 6-4-1 1 2 26-2-12 Over Continuous Support R=182 PLF U=48 PLF W=26-2-12 RL=2/-2 PLF Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=296(0%)/4(0) 15.01.x,. gRFs OR/-/1/1/-/R/- Scale =.3125"/Ft. Truss Components of Oregon (503)357-2118 '•MNwM1ImI we me RIME AU_Nom ai nem OWING! ` d y p/ 825 N 4 h Ave,Cornelius 01t 97!13 ...minim. "'""u"lull wnlw m nu cowmen=ll & lr INS IIs7M.sea. A �1 t� TC LL 25.0 PSF REF R7175- 96103 ur Teens require extreme caro in febrioating.Meeting, shipping. Installing end bracing. Refer to and folio. 10575'' - tee latest.shim � (Wilding or I (Wding ee.ponant Safety Information.by TPI end RICA)for wef.cy practices prix TC DL 10.0 PSF to performing thee.nietientemporary bracing per / Wives noted otherwise. d'AP' DATE 12/15/15 nineties, Instellers*hell provide. chard.hall Ivrea properly..tache.ecructuIatelnp w end beteg.amara.hell have•preperl attached rigid calling. Locations Yewn for permanent lateral eralel restraint of webs 0.011 neve bracing installed par KM 41111 j BC DL 10.0 PSF DRW CAl/SR7175 15349270 igih, settle..U, 57 x 510. es applicable. Apply plates to each face of trans and go.ltien a ghee..above and an /��l�r ' �)I RI^ the Joint Deceits.unless noted otherwise. Refer to drawing"16dA-i for.t�wrd plat.positions. I-16/2015 ,4 1 Alpin...Colston of Ill?wilding CgRg ante erg p Inc.atoll not be renpeelble far any deviation from tnl. OREGON BC LL 0.0 PSF CA-ENG BFR/GNM drawing. any falxe to build oh.trines in conferment.with Ael/TP1 1.or for handling.whipping, A AN IrW COMRANY Iatall.cien a bracing of tresses. v A peel MI Mlb M..l,w.r mime peer I leehmg thle Wooing. 1.01.e....e..pt«e,.f pr.lM.Ienel eggNserlq a� b,ao ill# y TOT.LD. 45.0 PSF SEQN- 241689 reep...lbli lhah palely TM pup a.elgn Toe enssblllq and.ma ale.whim.her structure R 8351 RocgiaC Cede rw.rerhgnity.f the Aldi.,.Mallow per neem t Se..L, �� i 1 ,N DUN.FAC. 1.15 Seaimenlo.CA 95828 For warn Inf.rawtlm see thew Jet's owneral.ates page end theee web elms: A,JIIR . na m" ..lpiltea .a«.: TPI: ..teinst.erg;.RCA:een.btcindustry.ne.: ICC:ww.lcosafe.org Renewal Data w5Snw7 SPACING 24.0" JREF- 1VMG7175Z01 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - Z17) Top chord 2x6 HF #2 Truss transfers a maximum horizontal load of Bot chord 2x4 HF #2 9391 # ( 250.00 plf ) along top chord, from either Webs 2x4 HF Std/Stud direction, to supports where indicated. Diaphragm and 01 connections are to be designed by Engineer of Record. Special loads Drag Loads: Force(#) (PLF) liter Start End (Lumber Dur.Fac.=1.15 / Plate Dur.Fac..1.15) Case 1: 9391 250.00 TC 0.00 37.56 TC- From 162 plf at 0.00 to 162 plf at 37.56 9390 249.97 BC 0.00 37.56 BC- From 20 plf at 0.00 to 20 plf at 37.56 120 mph wind, 44.24 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Wind loads and reactions based on MWFRS with additional C&IC member anywhere in roof, RISK CAT II, EXP 8, wind TC 00.6.0 psf, wind BC design. DL■6.0 psf. End verticals exposed to wind pressure. Deflection meets L/180 (a) Continuous lateral restraint equally spaced on member. criteria for flexible wall coverings. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. Creep increase factor load applied per IRC-12 section 301.5. for dead load is 1.50. Truss must be installed as shown with top chord up. U = Negative reaction(s) (see below) require uplift connections. 3X5 Ill 5X7(R) UI 5X7(R) III 4X5= 4X5= 4X5 Ea 4X5= 4X5= 1. (a) (a) (a) m E (a) (a) i (a) h 2-6-15 2-6-15 ( //////iiiiiiiiiiiiiiiiii/117/7/////11111//////////////////////iii/l/iii/iiiii////////////iiiiiiiiiiiiiiiii//11111/iiiiii/i/ 41"8"0 3/X7 IU 4X5= 4X5= 3X10= 4X5= 4X5= 3X711 U=418 3X5= U=419 1"l2 6-0-346 6-3-11viw 6-3-11 3_Z 6-3-11 3 d 6-3-11 /,14 6-1-15 141`2 6-0-3 6-3-11 6-3-11 6-3-11 6-3-11 6-0-32 I'C 37-6-12 Over Continuous Support R=182 PLF U=48 PLF W=37-6-12 RL=2/-2 PLF Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=276(096)/4(0) 15.01.E -+"g •' F. OR/-/1/1/-/R/- Scale =.1875"/Ft. Truss Components of Oregon (563)357-2118 "ITARMINBI.•NEM PAO MELON ALl.WES w THIS 01uwl"cl Gj 1N 825 N 4 ht Ave Cornelius OR 97113 .I3pannw iY611IM THIS g6wlNp TO XL lgnlncICR.INCLIIei n6 INITKlL16. O0 10 Fk.-'11 TC LL 25.0 PSF REF R7175- 96104 Tr.00es require*strew.are In rarlcatnv.boom hng.shipping. I,rt•ll,ng one bracing.Refer to and falls. 1y M. latest edition of pcsi call lalnm Corpol.nt s.f.cy Iwf.rs.t,on,by T.1 STU) for oaf.cy pr.c.lo.s pr,r TC DL 10.0 PSF DATE 12/15/15 to prfor.ing these%ion. Inst.11srs shall provi.a temporary brain,par SCSI. Itii.as not.d otherwise. r Si, tap ahr..4.l hove properly attached scrw.„r.l.h.mthing and bottom chord shall hew a properly•teoohed rigid ceiling. Locations rima,for pm-wonted 1.ter.1 restraint of oohs.ir11 Irv.br.ehq installed per OCR r� BC DL 10.0 PSF DRW CAUSR7175 15349271 ALPO thane 03.II7 of poo.a poi lcable. Apply pinto.to gaols or truss:and position as shame.Bove end on t,..Joint Detail..unions noted att.,.ie.. R.f f to drawing.1m.A-z fr ste ora plat.position.. I 16/2015 BC LL 0.0 PSF CA-ENG BFR/GWH Alpine.a division of IT.bui104ng Components&grow loo.shell not b.r.epon•Ibl•for any deviation fro.ter• OREGON drawing,any failure to build the truss in corfernento with ANSI/TPI 1. of for handling.shipping. ^ AN ITW COMPANY last.Ilotion 4 hr.°Ins of Oros.... TOT.LD. 45.0 PSF SEQN- 241691 A.awl w firmo dnaoling or moor pogo l 1pin,Ws drawly IrllOmm..••s•pl•wmm.9 prels..I.,rl mrgll.•m.lrp 9g s.to,ale 'I nnopw1.131 l It solely fbr Vr reign moron. Tim sordid I iqr and u••.f this dfawln/for wry•ers•v-•1.the O�' I , DUR.FAC. 1.15 8351 Rama Circle rooparlbiIlly of Vie did NIA Donlon per/1161/81 1 Saw.C. Sac■mdp.CA 93820 For more den see this general net.s page mad CSPACING 24,0n JREF- 1VMG7175ZO1A4pINE:waw.elplawit..0aw1 TPI:.00.tpl,st.or•:VITA:•.r..bol,tl,.ce : C: .aa..fs.rg RwgwgDdldal0pT7 THIS OwG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS IFR. (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - Z18) Top chord 2x6 HF #2 Truss transfers a maximum horizontal load of Bot chord 2x4 HF #2 10401 # ( 250.00 plf ) along top chord, from either Webs 2x4 HF Std/Stud :W10, W14 2x4 HF #2: direction, to supports where indicated. Diaphragm and \ connections are to be designed by Engineer of Record. v Special loads Drag Loads: Force(#) (PLF) Mbr Start End (Lumber Dur.Fac.=1.15 / Plate Our.Fac.=1.15) Case 1: 10401 250.00 TC 0.00 41.60 TC- From 162 p1f at 0.00 to 162 psf at 23.61 10400 249.97 BC 0.00 41.60 TC- From 162 psf at 23.61 to 162 plf at 41.60 BC- From 20 psf at 0.00 to 20 plf at 41.60 120 mph wind, 43.75 ft mean hgt, ASCE 7-10, CLOSED bldg. Located anywhere In roof, RISK CAT 11, EXP B, wind TC DL=6.O psf, wind BC Wind loads and reactions based on MWFRS with additional CAC member DL=6.0 psf. design. Right end vertical exposed to wind pressure. Deflection meets L/180 (a) Continuous lateral restraint equally spaced on member. criteria for flexible wall coverings. In lieu of structural panels use purlins to brace all flat TCC 24" OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 4X5 5X7- 3X7(R) Ii 0.5 _ 3X5E 3X5 6X12 3X5 it 3X5 6X8- (a M■ ... - (a) .. T 1-7 2 "r"-G_. a a a) W10 W - 2-6-15 //////7//)72/7////7/A 14 a1-8-o 3X7 III -- 4X5= 3X5 4X5(R) ill 5X12- 3X10a 3X7 III 3X5Esa 3X7= 11 5-9-15 5-11-11 5-11-11 5-9-15 ' 5-11-6 p.�. 6-1-2 'T� 5-11-6 '1 L 23-7-5 17-11-15 IS 41-7-4 Over 2 Supports R.220 PLF U=57 PLF W=28-0-0 R=1405 U=371 W=5.5" RL=2/-1 PLF Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01.,,.`1 ��cii4„ OR/-/1/1/-/R/- Scale =.1875"/Ft. Truss Components ofOre on 1503)357-MS •91ANINoI••WO 1,21)Fuca Ni.NOTES ON M S DINSINSI �1N 825 N 4th Ave,Comedos OR 97I 13 ••11PaRwR•• MONISM TMIs aIle n ALL CON1WeTBe IIICLal1e TR Ione J o. a� e... O TC LL 25.0 PSF _REF R7175- 96105 Trusses require extreme I,.fabricating.h.nedl l.g. Mlpping, 'nets/ling and brocing.Refer to and roll.. 19676 the I-test edition of wI awe Component Safety Information, by TPI and.TCA)for..r.t7 Practices.prier 4 1TC DL 10.0 PSF DATE 12/15/15 to per refining these function.. Installers shell provide t.. CSI porary bracing per! . Unless noted*!owls.. l _ 1401164, tap devil shell have properly attached.trt.ur-1."..thing end bottom*herd shall Iwo-properly attached CIL 1 O.0 PSF DRW CAUSR7175 15349272 rigid Ceiling. Loc.ce....New..rer pern.n...t lateral ....tress.or..s..I,elt hex.bracing leot.lred per SCSI /� A 1 '1.1 N 1 thet loin B,or as otell I.. Apply plates to do sing..110 of twee Sc. d p1.1..es,lion.bet..ed on the Joint Details. nlsos noted dsowlse. Refer t.drawings,dgA a ser standard plot.positions. 1-86BC LL 0.0 PSF CA-ENG BFR/GWH Alpine. a division or ITN Building Canparnnt.Group Inc. Nal,not be responsible for sty d.v.-clon how this OREGONGON drawing. Any faller.td build the true.In conformer..with ANSIrn/T, or for Needling. shippi g. n TOT.LD. 45.0 PSF SE N- 241693 AN ITW COMPANY Installation I braving or trusses. t� A mai on tilt.Irwin.or sever me Iletin.tills,Irwin.. l.edlootos K prdfwla.l.n.ln.erin. • O.sot 1'11. 'f reep.elblI lty solely for time Malan.ow.. 11.0011.611117.a•pep of tido drawing for say*armours 1s.to R31I limns CAde r.aposelbl l lip yr the Iwl Idi..g Podgier par w@1/1p1 1 B...7. OL. 1. DUR.FAC. 1.15 SxT.seao,CA95R2R For worm Infer-motion see this Job's senoras nous page end those web sites: ALPINE:w e..lpin.hti.c.-: Tel:wa.tpl.wt.org: .TCA:.e...boina.try.oa: ICC: .ww.Ioc..re..rg Renewal Dude lgao 2017 SPACING 24.0" JREF- 1 VMG7 1 75Z01 THIS DOG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS IFR. (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - Z19) Top chord 2x6 HF #2 Truss transfers a maximum horizontal load of Bot chord 2x4 HF #2 12761 # ( 250.00 plf ) along top chord, from either Webs 2x4 HF Std/Stud direction, to supports where Indicated. Diaphragm and connections are to be designed by Engineer of Record. (:1-11:: /;;) Special loads Drag Loads: Force(#) (PLF) Mbr Start End (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Case 1: 12761 250.00 TC 0.00 51.04 TC- From 162 plf at 0.00 to 162 plf at 27.60 12759 249.97 BC 0.00 51.04 TC- From 162 plf at 27.60 to 162 plf at 51.04 BC- From 20 plf at 0.00 to 20 plf at 51.04 120 mph wind, 43.75 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind IC DL=6.0 psf, wind BC Wind loads and reactions based on MFRS with additional C&C member DL=6.0 psf. design. (a) Continuous lateral restraint equally spaced on member. Left end vertical exposed to wind pressure. Deflection meets L/180 criteria for flexible wall coverings. In lieu of structural panels use purlins to brace all flat TC to 24" OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. U = Negative reaction(s) (see below) require uplift connections. 3X511 5X7= 4X5= 5X7(R) II 4X5= 0.5 4X5= 5X7= 4X5= 6X8= (a) (a) 4X5= (a) 3X7(2) In 2- 14 �__.:__inlil �.. � '-� x+ 41-8-0 111-111.11.11 1-7-2 I //////////////7//////%/7////////7/7/7////// 77777 / (3)(7M 4X5= 4X8= 4X8= 4X5= 4X8= 5X5= 3X7 III 4X5= 4X5= 4X5= =250 U=393 L I- 6-9-15 6-11-11 6-11-11 "I' 6-9-15 15-9-7 .I 5-11-3 wI 5-11-3 _I 5-9-7 1 L 27-7-4 23-5-4 E51-0-8 Over Continuous Support R=182 PLF U=41 PLF W=51-0-8 RL=1/-1 PLF Design Crit: IRC2012/TPI-2007(STD) .ED PROpe.. PLT TYP. Wave FT/RT=2!6(0%)/4(0) 15.01.'] • ' -1r Oft me OR/-/1/1/-/R/- Scale =.125"/Ft. Truss Components of Oregon (303)357-;118 "W INGI.•MEAD NO Funs AL1 sores oe mos OWING! O $25 N 4a1 Ave,Cornelius OR 97113 '�°1°�" �"u"s"Is°"FISC 10"u°onlnn°Ila INCLUDING DE Ilsrn'ila' N gam P FAQ TC LL 25.0 PSF REF R7175— 96106 Trues**require..crew.ware,n n••rltponen .Mel l„I or*liation. inetel l and tee for...Myer to..e tel 40111 r ' TC DL 10.0 PSF DATE 12/15/15 the let.et Nitron or anal ere(Buildingfe l era She Safety prov Information.ei.n.by tel one FICAI eci eareey rrto lees prior to performing those r,.,w. Installers shall provide teeperebo ne.piry per 5CSI• enIeas nstee ether..fa. topichord shell have properly attached.trintYr.0 -el r q end bettor.shard*WI rev..properly.ceaelea / .� flare ceiling. SW. b one.... for p.mw.t lateral r..tr.l ter shall lure.p5.er.el g Installed per ecsl BC DL 10.0 PSF DRW CAUSR7175 15349273 1�1�0 N E- thec Joint sat e,or a,o..e net* ,ther Apply r tdr mean face of trufar we re.lt,te po,tion Corp.and v I:16/201$ — //��'' ec ions betel*,SW.unlessa,stall eabl•.I.A bier plate..to meant aceAof far stwoMro plate positions. Alpine. *elelelon or ITU wilding Ce. ,este Croup I„e.Snell net ae reepene,ni.for.,.y eev,.tian fret this ro OREGON BC LL 0.0 PSF CA—ENG BFR/GWH drawing.any rein. to fbtr e..tr...,n ee...nw t..lc.AILSI/S►l 1.or for a elrnp. **ping. 9�I.e.20.+ems '. TOT.LD. 45,0 PSF SEQN- 241696 AN nw COMPANY r,wun.Unn a bl.. of protest A me II 71.4.11:4 arw,ry or....r 5.a.11•%1,g Sill.11rw1... Intl....•.weptas.of prec.a•Iwtpl•neliwrin. 0 r..pwel.l 11 We w tree Del WWIa.'n•A1 per ISI.ultwl l Iry...per.f 1.dr..1.g for sty.t.e.u.e 1.aw • DUR.FAC. 1.15 FROM IKE 2351 Rovarm Clock Por nr Mwl/1►l 1 a...x. Suallalb,CA 95622 For are,nforestioo o..this fob's gene*,not*peep*etc**web sites. NaltewalDMSAISW1017 ALPINE:.e...rpinel*.c..; IPI:.ew.tpleet.erg,wrCA:..w.sbaindnetry.ee.: ICC:ese.reee.r..era SPACING 24.0" JREF- 1VMG7175Z01 J THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MPR. (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - Z20) Top chord 2x6 HF #2 Truss transfers a maximum horizontal load of Bot chord 2x4 HF #2 11500 # ( 250.00 plf ) along top chord, from either Webs 2x4 HF Std/Stud direction, to supports where Indicated. Diaphragm and connections are to be designed by Engineer of Record. Special loads Drag Loads: Force(#) (PLF) Mbr Start End (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Case 1: 11500 250.00 TC 0.00 46.00 TC- rom 162 plf at 0.00 to 162 plf at 46.00 11498 249.97 BC 0.00 46.00 BC- From 20 plf at 0.00 to 20 plf at 46.00 120 mph wind, 44.24 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Wind loads and reactions based on MWFRS with additional C&C member anywhere in roof, RISK CAT I1, EXP B, wind TC DL=6.0 psf, wind BC design. DL=6.0 psf. End verticals exposed to wind pressure. Deflection meets 1/180 (a) Continuous lateral restraint equally spaced on member. criteria for flexible wall coverings. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and 1/240 total load. Creep increase factor load applied per IRC-12 section 301.5. for dead load is 1.50. WARNING: Furnish a copy of this DWG to the installation contractor. Truss must be installed as shown with top chord up. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. U = Negative reaction(s) (see below) require uplift connections. 5X7= 4X5= 5X7(R) III 4X5= 4X5= 3X514 4X56 5X7(R) II 5X7= 4X5= • _/a a �� - (a)z-s-110 (a) _fl , m al ' r L. I 41-8-0 /////////l/////////////////////////////////////////////////)&///////////////l/// / / (/3X7 II 4X5= 4X5= 3X7=_ 4X5= 4X5= 4X5= 3X7'11 U=410 3X10= 3X7= U=412 1"12 6-3-14 _I_ 6-7-6 6-7-6 6-7-6 6-7-6 6-7-6 6-5-10 12 6-3-14 �` 6-7-6 6-7-6 6-7-6 6-7-6 6-7-6 6-3-14 1' 2 Ir 46-0-0 Over Continuous Support al R=182 PLF U=46 PLF W-46-0-0 RL=1/-1 PLF Design Crit: 1RC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=296(096)/4(0) 15.01.1 ..%: a F; OR/-/1/1/-/R/- Scale =.1875"/Ft. Truss Components of Oregon (5O3)357-n18 "WARN INOI••WAD MOanion 51.1.NOTES W nos mi11c1 IN 825 N 4 Ave,Cornelius OR 97113 ••.wolrrIOM• PURIM Tan m.n10 10 ALL eae115-clal♦s IaeLYolaa 1111 1101.1114. �4 �O to 0y TC LL 25.0 PSF _REF R7175- 96107 1.,.,,.,51"41151.ttr...erre In rabrlcathrg, .�11rq ,blppng, 1,„1.11,.,and bratl,g.i.l.r e..,m'alter 1551.5 TC DL 10.0 PSF DATE 12/15/15 Ou Iaeast Ml elon or seri (wl lahrg ce•por51nt Lrety laferorel51,,by 1P1 ane nu) rer n.r ey prsee leen prix , to performing Mese functions. Instal Iett.M11 provide teapot-wry bracing per KAI. (MIM1.nt.a otherwise, / �, ap ,hall neve properly attached struotlrai wetting end bottoms chord shall neve a properly attach., BC DL 10.0 PSF DRW CAlISR7175 15349274 rigid calling. Locations mne51,for permanent let.r.l trait r webs shelf Iwo bracing Installed per ecll /� A L P O N i ,e.t1.1 lo..1.r unless.s noted ooher ugly pietas „nn rave of far standard and rd.Itlt.p «a.n M. tAl ine, 8.1.11,. of IT dela ether.laa. tsler ee drmeshe lenot rer plat.ern alae.. 1 16/2015 BC LL 0.0 PSF CA-ENG BFR/GWH Alpine,a division of IR til Idi g Components Group lot.w11 not 1e responsible tar dry deviation from MIe drawing,any failure to build the trim, in conformance.-111 ANSI/TPI 1.or for handling. shipping. OREGON . AN ITW COMWu,NY Installation&bracig or trine... v A..sl.n this dreams.r arser pogo l l.tlr4 this drawloo nrl..a•nominator.r prN...ueni.na(a.rlag '9 0 n.WS,T t TOT.LD. 45.0 PSF SEQN- 241698 •aap=Ml.11 Ity oriel,for t1.Onion.hewn. The.plta.l l its.nth Pm of this Aranq fur any.GteW,'Is vim R7sl Rams Co* 15.551=Ibiilt5 5 tae 0.,1101115 o..lgn.r per ANSWIr1 t Sm.!. b ,r DUR.FAC. 1.15 - FROM I KE Sat-mato,CA 4)3535 For more information sad this deb's wo=rd.sat.e peg.est thane info sites: ALPINE:.w...ipinelta.ee.:lel:aw.tpiaac.org:.TCA: .sb usd.51try.ea 4 ICC..ma.i.a.ere.erg Rhp14=al Dabll5CQD17 SPACING 24.0" JREF- 1VMG7175Z01 THIS D11G PREPARED FROM COMPUTER INPUT (LOADS 1,DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - Z21) Top chord 2x6 HF #2 Truss transfers a maximum horizontal load of Bot chord 2x4 HF #2 11500 # ( 250.00 plf ) along top chord, from either Webs 2x4 HF Std/Stud direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Special loads Drag Loads: Force(#) (PLF) Mbr Start End (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Case 1: 11500 250.00 TC 0.00 46.00 TC- From 162 plf at 0.00 to 162 plf at 46.00 11498 249.97 BC 0.00 46.00 BC- From 20 plf at 0.00 to 20 plf at 46.00 120 mph wind, 44.24 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Wind loads and reactions based on NWFRS with additional C&C member anywhere in roof, RISK CAT II, EXP B, wind TC DL.6.0 psf, wind BC design. DL=6.0 psf. End verticals exposed to wind pressure. Deflection meets L/180 (a) Continuous lateral restraint equally spaced on member. criteria for flexible wall coverings. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. Creep increase factor load applied per IRC-12 section 301.5. for dead load is 1.50. WARNING: Furnish a copy of this DWG to the installation contractor. Truss must be installed as shown with top chord up. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. U = Negative reaction(s) (see below) require uplift connections. 5X7= 4X5= 5X7(R) 11 4X5et 4X5 W 3X511 4X5 5X7= 4X5= 5X7(R) I I 2-6-14 se 7 (a) (a) r �1 __ a (a) _ _ (a) ■ 41-8-0 7. /////////////////////////////////// / 3X7 II 4X5= 4X5 3X7= 4X5e 4X5= 4X5 3X7111 U=411 3X10= 3X7= U=412 1-12 6-3-14 6-7-6 6-7-6 6-7-6 6-7-6 6-7-6 6-5-10 1. 2 6-3-14 6-7-6 6-7-6 6-7-6 6-7-6 6-7-6 6-3-14 1 2 II`_ 46-0-0 Over Continuous Support 'I R=182 PLF U=46 PLF W=46-0-0 RL=1/-1 PLF Design Crit: IRC2012/TPI-2007(STD) .ED PROI.. � PLT TYP. Wave FT/RT=296(076)/4(0) 15.01.• f . , AS! OR/-/1/1/-/R/- Scale =.1875"/Ft. Truss Components ofOregom 503 357-J 18 ••�1M1IIm1••50*)MO Fnuv ALL NOTES a nils=wow ` Sip poAv ••IMP0NTAiT•• MAIM 1N/i MAMA 10 PILL CONnb10r01s me eiA 111E IiwTALLEIM 0 10676- TC LL 25.0 PSF 825 N 4411 Ave,C ll=OR 97113REF R7175- 96108 Truss..r.p.i,..otrens ewe In f.brle•ting, hurling. slipping. Installi"y end br.alnp.Refs,to end follwa the let edition.f SCSI Mulleins,Component gefsty limbo-motion. by TPI.d woo for safety preen/leas prier limbo-motion. ,. iii, TC DL 10.0 PSF OATS 12/15/15 to perr.r.inp them.functions. Insect Per,shell provide temporary!wooing per SCSI. Ona...,vied eth...l... !.p chord shell l.a.ia properly shaded structural Meaning mel bottom chore shell have•properly d per �� rigid ceiling. Lee.tl.wa shoo,for permanent lateral roots-mint of wales shell note bracing Installed per SCSI BC DL 10.0 PSF DRW CAUSR7175 15348275 A�D N SOL'. !Ian!p.07 or ung. s note lc.bie. Apply plot..to..eh reed or tree end rdeitl.n•..her .leewa m e.. i+16/1015 u..Joint Nocella.unless tutee.[Mole.. Nero-to drawings ha 1130/1-2netfor standard plate positions. OREGON BC LL 0.0 PSF CA-ENG BFR/GWH Alpine. a division of iii Sul lairs Cessw.nc•droop Inc,is..shell net be Tor forlbl.for•iy dppi•t,en ire,thio fI drawing. •soy fe,lw.to Wile the true.In conformance /1151/Tel 1. .r fee handling. shipping, AN ITWCOMNANY 1...t...Ir...a bromine of truss.,. lip .m4+0,..4, TOT.LD. 45.0 PSF SEQN- 241700 A.so/en We ermine or sever pep listing fill.Miming, holleniss p..epFrl.p N►nAppiwl e1101lwrhg O . _ r.sponsibi l iq solely ler elm well Mesta. T.wleabil Sty one Me is h ereellg,ler.,,.tr,.tt.,ip.11. L + ' DUR.FAC. 1.15 FROM IKE 8351 RwaaCock r spMsibility or fee Milelre Owign.r per AIOiflel t lett. Setanimp,CA95828 For.ere Information seer this Job..pm.rml notes peso and!hese osb lent..: RAl1l mulO.l.& O12O11 SPAC 1 NG 24.0" JREF- 1VMG7175ZO1 ALPINE:em..•Ipirsire.cs: TPw I:.ew,tplrat.erg:51.0:. ..bcindo.try.ewow : Ise: .lecsafe.org TRIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115081-ITIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - Z22) Top chord 2x6 HF SS :12 2x6 HF #2: Truss transfers a maximum horizontal load of Bot chord 2x4 HF #2 13719 # ( 250.00 plf ) along top chord, from either Webs 2x4 HF Std/Stud direction, to supports where Indicated. Diaphragm and :(00.;20-----":f.))...: connections are to be designed by Engineer of Record. Special loads Drag Loads: Force(#) (PLF) Mbr Start End (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Case 1: 13719 250.00 TC 0.00 54.87 TC- From 250 plf at 0.00 to 250 plf at 54.87 13717 249.97 BC 0.00 54.87 BC- From 20 plf at 0.00 to 20 plf at 54.87 120 mph wind, 44.24 ft mean hgt, ASCE 7-10, CLOSED bldg, Locat Wind loads and reactions based on MWFRS with additional C&C member anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC design. DL=6.0 psf. End verticals exposed to wind pressure. Deflection meets L/180 (a) Continuous lateral restraint equally spaced on member. criteria for flexible wall coverings. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. Creep increase factor load applied per IRC-12 section 301.5. for dead load is 1.50. WARNING: Furnish a copy of this DWG to the installation contractor. Truss must be installed as shown with top chord up. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. U = Negative reaction(s) (see below) require uplift connections. 5X7(R) IR 3X7MU 4X5MU 8X8- 3X5111 T2 4X5= 8X8= 4X5 3X7- 5X7(R) 16 y� 2-6-14 a) / (a) a) (a) (a) (a) (�(a�(ad 2-6-14 _ ////////////ai /i////////I7////// ///////////////‘/ /////1a /// - --41-8-0 r (3.--X71R = 4 = 5X7= 3X1 4 b 5X7= 4 b 3X7 IR U=411 U=412 1x12 5-10-1 6-1-9 6-1-9 6-1-9 6-1-9 6-1-9 ja., 6-1-96-1-9 5-11-13 J. 1 2 5-10-1 6-1-9 6-1-9 6-1-9 6-1-9 6-1-9 6-1-9 - 6-1-9 -I- 5-10-1 .T.-1c-2 lc 54-10-8 Over Continuous Support R-270 PLF U=66 PLF W=54-10-8 RL=1/-1 PLF Design Crit: IRC2012/TPI-2007(STD) • O PROF PLT TYP. Wave FT/RT=296(0%)/4(0) 15.01.,4 t F OR/-/1/1/-/R/- Scale =,125"/Ft. Truss Components of Oregon (503)357-:118 ••WARNIMCI••READ Mo FOLLOW AU.IMESaITnlsduansIC7 $ • 825 N 4Th Ave,Cornelius OR 971 I3 "' MINIM MIS mann la"LL°°m""eT°"s ular°Iw nlc II...M.,R+, p t� t• TC LL 25.0 PSF REF R7175— 96109 Tr.....s require extreme care In febrlo.ting. handling,shipping. Installing and bracing. Defer to end fella. 19675 — the latest edition of BC.SI (Building C..pen.at Ser ty Information.by TPI and.TCA) an...arety practices prier TC DL 10.0 PSF DATE 12/15/15 to p.rfor.ing these ruations. Inetallas shall provide temporary brach per g[al. unless.aced Otherwise. Ad, . tap.Mrd ah.l I hese properly acted.*atrueturel punching.,m Pette.shard.loll IoW••Prot.rly act* Oi* �' S 1y rigid veiling. Locations dr«.for perm anent lateral restraint of webs shell hove bracing Intl led per SCSI �� -, BC DL 1U.D PSF DRIM CAU$R7175 153+9276 ,4 � clam .,TI7 or M appl.able. Apply Pretes to fess eV truss and position es.haven.be.,and on P the Joint['atolls,pntete noted etmreise. Refer to ere.inge 160A.S far standard pieta oeitio s. 1 16/2015 BC LL 0.0 PSF CA—ENG BFR/Gwli Alpine. a division of ITS Building Ce pw.n.ts group Inc.snail net be respen•lele for any deviation fres%hie OREGON drawing. anyfailure to build the cruse In Canforw....with AISI/TPI 1, or for handling, shipping. n .4 — AN ITWCONIPANY nasal intron•bracing of tr..aaa.. 9 n,tm 111t TOT.LD. 45.0 PSF_SEON— 241702 A owl M M/e•wllig M eMr MBe 11BSIng Ihin gfwlrg. Idla.lw we.p�dll.P N pntbealwrl eiigl.ser/hg r.epvialblllq:1:3 ger the de.lgn tire. I wlambplty air r.N dls drwlp M My ewww I.rsr l 8351 Rmxa Circle rwgMalbi ll�r N.ha..l ldl.g Designer per DMA I Swat. Owl ' •N DUR.FAC. 1.15 FROM IKE sacagalib,CA 95R211 Forserete.cow Information�.tplJob's g..INCA notes page wt rhos...b.Ices: Renewer DBP.tTs0Y2077 SPACING 24.0" JREF- 1VMG7175Z01 ALPINE:we.elplmib.ees:191: .tplmt.erg; Breit:w..sbelndustry.aes: ItC:ww.ltc.ara.arg THIS DRG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS IFR. (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - Z23) Top chord 2x6 HF SS :T2 2x6 HF #2: Truss transfers a maximum horizontal load of Bot chord 2x4 HF #2 11953 # ( 250.00 plf ) along top chord, from either Webs 2x4 HF Std/Stud direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Special loads Drag Loads: Force(#) (PLF) Mbr Start End 075(Lunber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Case 1: 11953 250.00 TC 0.00 47.81 TC- From 250 plf at 0.00 to 250 plf at 47.81 11952 249.97 BC 0.00 47.81 BC- From 20 plf at 0.00 to 20 plf at 47.81 120 mph wind, 44.24 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Wind loads and reactions based on MWFRS with additional C&C member anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC design. DL=6.0 psf. End verticals exposed to wind pressure. Deflection meets L/180 (a) Continuous lateral restraint equally spaced on member. criteria for flexible wall coverings. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and 1/240 total load. Creep Increase factor load applied per IRC-12 section 301.5. for dead load is 1.50. WARNING: Furnish a copy of this DWG to the installation contractor. Truss must be installed as shown with top chord up. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. U = Negative reaction(s) (see below) require uplift connections. • 5X7(R) III 5X7(R) II 5X5 5X5 5)(7 ER 4X511 T2 5X5= 5X7 5X5= 5X5- TK a .. — — — • (a) n I (a) 91 2-6-14 ////////(fi41-8-0 7111 5X5= 5X5 4X8mm 5X5= 5X5= 5X5312 3X7111 U=353 4X8= 4X8= U=355 1"12 6-6-15 �k 6 10-7 } 6-10 7 �Iw 6-10-7 _L, 6-10-7 I� 6-10-7 yL 6-8-11 it 6-6-15 6-10-7 6-10-7 6-10-7 6-10-7 6-10-7 I 6-6-15 1 r2 Fc 47-9-12 Over Continuous Support Design Crit: IRC2012/TPI-2007(STD) -EO PRoFF PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01.1 e ' _1* 01, OR/-/1/1/-/R/- Scale =.1875"/Ft. Truax Components of Oregon (503)357-2118 T•• F N9.I e•ALNI NO boor ALL RWIFS a THIS mans! J10 6 C �j. TC LL 25.0 PSF 825 N 4th Ave,Comehoa OR 97 l3 •'I N'r �"""7"M"".M""°"u°°"a""n°s'"cu°'"""`a's`"`'ws• � REF R7175- 96110 Truates require ofSCSI care In n Component Melting.tIshipping, In...ling Ing ATC) or. sty ro to ed fplio.or `� i TC DL 10.0 PSF DATE 12/15/15 the ..... edition..extreme (building e.rw.anenc Safety I..r.r..cl.n.by nl.Id and bracing.Por safety pr.etl.at prior r I to performing these ructions. (..teller.OMIT provide eemperery bracing per SCSI. {b,14s noted otherwise. tap teased whet have properly ,teoMd structural....owing and bottom Mord drill have s preterit stt�i.wl BC DL 10.0 PSF DRI CAUSR7175 15349277 rigid ceiling. or RI ss snots,for pert$Assay !.corei restraint of fete true.shall.0 Mage srac ia.Iselal lW ver SCSI EI PO N E ..atloin Co .1.r goo. ..otpolin:fon Awls ter to Se em rI..-r oand position se.woe*bow ane n 1 16/2015 A sa blot Oa. 117 Oman noted cable. Neter test sings ace of far.randspo ition pose see ns. Alpine, .Olvie1on of 17V building Component..droop Int.sell not be responsible for softy deviation.rem this A OREGON BC LL 0.0 PSF CA-ENG BFR/GWH ..Ing. any faller.to bulla the trues In c0Morsnc.with AN01/191 1. or for hadllrg.shipping. AN 1TW COMm4NY 10.0.11.5100 a erected of trusses. 9 N.20,1 'r TOT.LD. 45.0 PSF SEQN- 241704 A pal on,Ala Arming or aver pone/lathy this Irwin., 11. a d N00p,Y_Nbp.r prefomaloabwg OL 1 l a., rl. roepr.nl/lay apply for the*Won whom.. TI.mltebllaey as we er tele dlelelug for any Sorrow.le t/. . /�a, R351 Ro�'w tilde rmsp..lbl I Ito/of tea wl ldloo eealgar per AI61T1 t sail. DUR.FAC. 1.15 FROM IKE Saosnena,CA 95828 per oar.Inferm.tl.n Sae Ml.,ae's general notes page and these woe sites: R5'SWd Dene ,T SPAC 1 NG 24.0" JREF- 1 VM('7175ZO1 ALPINE:w..lpineita.cam:Tel:.a.tpilec.orp:RCA:m....bsIMacry.cem: ICC:wow.iCCtra.orA THIS DNG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - Z24) Top chord 2x6 HF #2 Truss transfers a maximum horizontal load of Bot chord 2x6 HF SS :82 2x4 HF #2: • 6354 # ( 250.00 plf ) along top chord, from either Webs 2x4 HF Std/Stud direction, to supports where indicated. Diaphragm and connections are to be desi red by Engineer of Record. Special loads Drag Loads: Force(0) PLF) Mbr Start End (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Case 1: 6354 250.00 TC 0.00 25.42 �'� TC- From 193 plf at 0.00 to 193 plf at 5.42 6353 249.94 BC 0.00 25.42 !/ TC- From 228 pif at 5.42 to 228 plf at 22.74 9-j TC- From 228 pif at 22.74 to 228 pIf at 25.42 120 mph wind, 43.72 ft mean hgt, ASCE 7-10, CLOSED bldg, Locat BC- From 10 plf at 0.00 to 10 plf at 5.42 anywhere in roof, RISK CAT 11, EXP B, wind TC OL=6.0 psf, wind B BC- From 20 pif at 5.42 to 20 plf at 25.42 DL=6.0 psf. BC- 683.04 lb Cone. Load at 1.42, 3.42 BC- 716.08 lb Cone. Load at 5.42 Wind loads and reactions based on MWFRS. (a) Continuous lateral restraint equally spaced on member. Right end vertical exposed to wind pressure. Deflection meets L/180 criteria for flexible wall coverings. In lieu of structural panels use purlins to brace all flat TC P 24" OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and 1/240 total load. Creep increase factor load applied per IRC-12 section 301.5. for dead load Is 1.50. U = Negative reaction(s) (see below) require uplift connections. 5X7(SRS)(R) iii 4X8(R) Ill 4X5= 4X5-- 4X5= 4X5= 0.5 - 3X5111 I - - II 1-11-15 `�� (a) MI �� ._ w 62 2-1-5 U=230///////////////////////////////////////////// /////////(//////////////// /////// 41-e-0 _Y 3X7111 4X5= 4X5= 4X5= 4X3X3X7(R) IN 14-0-0 U=547 5-6-8 5-8-4 5-L-4 5-10-0 2-8-1 5-6-8 5-8-4 5-8-4 5-10-0 2-8-1 I_ 22-8-15 _ 1_ 2-8-1 .J Ec 25-5-0 Over Continuous Support }I R=320 PLF U=83 PLF W=25-5-0 R1=-1 PLF Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01.E -1" ' F. OR/-/1/1/-/R/- Scale =.3125"/Ft. Inns Components of Oregon 1503)357-:118 ••1*Maim••*No mow AU.IgMES a Ms Naomi 825 N 4ih Ave,Cornelius OR 97 13 "' """ "'""'"TM"°"�'�TO"4�" '�"'m'=T"E Ir+*K+m• ala%N eke, HOv. Z TC LL 25.0 PSF REF R7175- 96111 Trow•raqulr..ac.wen •In fabricating, i..ndi 9. •hlen.np. l..tMl Ip and.racing. Refer to ens rens IN.•roar ed.t.w or KAI core Ce..e.ant Safety into...Eton,ey TPI and w e>for.arty praetioen prior[- 19676' f TC DL 10.0 PSF DATE 12/16/15 o performing thaw fonotions. Iwt.l i....NII provide temporary arenlne per SCSI. Unless noted•tM' leo, / t to chord eatt taw p.-woof ly mai street-oral mwttong and e.ttom chord shall Nw•property att.enad rigid ceiling. Locations...own for permanent lateral rostra.*or webs shell t.w brwi.g Inst.I..d w.SCSI PAW .;, A BC DL 10.0 PSF DRW CAUSR7175 15350044 .endow n. 07 or 510.as epplleabl.. Appy plat..to..eh fee.of truss end position..Noon above end on ,4n 11^ I ed tJoint Canw . Catena.unto.*noted otherwise. Neter t•drawings 160A-x for .Mord on plate positions. 1� ' Alpine.•division of Ile O,.Wee C*...._ot.Groop Ina.shell hot be...pw.lbI.for any Oevi.tlan from ch.. 1 16/20150BC LL 0.0 PSF CA-ENG BFR/GWN lir/wine,any failure to Suite the truss In edhfw�.,no..ith ANSI/TPI 1,or for handling. shipping, n. OREGON AN ITW COMR0J.Y .natal lotion.Immo my or tr.•e... r► TOT.LD. 45.0 PSF _SEQN- 241706 A...l an Mia Arwlq or wpm.Poe I loth"M1.drwttnIlwla a. INP pr.r«plwl •V -IT.20,1st ', rennonlmlllty wait'Per Me denten shwas. 11n wie.►Ilit'w Ilam a drawing for any Etrwtyt.is n. IOSI Roma Circle -lenient' M.Ai.Ile ase 0..ign.r par Nr.1115I 1 s».t. 'rot, T ,N DUR.FAC. 1.15 ' FROM IKE &a mamo,CA95828 For.are infor.•tie,e..this Jobs general notes pep.mud'these Web alt..• SPAC 1 NG 24.0• 1 ALPINE:wa...lpin.it..ae.: TPI:....tpin.t.ere:RCA:.en..belnantry.tee.: ICC:w.w.loe..f..arg RenewalDSt.MJOQ017 JREF- 1VMG7175Z01 if�141+Pt '7.Pr 14-(BL-DI,-,I. s ?A-c.� / ; / '7R-i-i,g5es A- l "rt(-P-14 Z _ �} [j / ,� THIS 0116 PREPARE COMPUTER INPUT (LOADS&DIMEN• L 0--4I L d. ,2i.!., „ stn; (1115042--TIMBER TECH FRAMING -BURNHAM-ASH/ BLDG 1-WEST -- ASH AND BURNHAM TIGARD - Al) Top chord 2x6 HF #2 2 COMPLETE TRUSSES REQU I RED 1 t t Bot chord 2x4 HF #1&Bet. :B2 2x4 DF-L #1&Bet.: Webs 2x4 :HF Standard or HF Stud: :W2, W4, W6 2x4 HF #2: Nail Schedule:0.131'rx3", min. nails / � Top Chord: 1 Row 012.00" o.c. Special loads Bot Chord: 1 Row 012.00" o.c. (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Webs : 1 Row a 4" o.c. IC- From 70 plf at -3.88 to 70 plf at 5.94 Use equal spacing between rows and stagger nails TC- From 35 plf at 5.94 to 35 plf at 22.31 in each row to avoid splitting. BC- From 20 plf at 0.00 to 20 plf at 5.97 BC- From 10 plf at 5.97 to 10 plf at 22.31 120 mph wind, 43.04 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- 456.99 lb Conc. Load at 5.97 anywhere in roof, RISK CAT II, EXP B, wind TC 01=6.0 psf, wind BC BC- 178.70 lb Conc. Load at 8.00,10.00,12.00,14.00 01=6.0 psf. 16.00,18.00,20.00 Wind loads and reactions based on MWFRS. In lieu of structural panels use purlins to brace all flat TC I 24" OC. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 0.5 _._ 6X8za 1.5X4111 6X8 6X8= 1- - �-- W6 - =1-4-0 o: _-_ 1-6-15 wz: 71-1- 1-- i 140_41-8-0 3X511 6X8= 6X12= 82 - :_1. H0308s 2X4 III L-3-10-8-� l_ 5-11-4 8-2-4 8-2-4 f 6 1-0 8 0-8 8-2-4 l_ 5-11-4 _Lr 16-4-8 J IK 22-3-12 Over 2 Supports R=1829 U=325 W=5,5r' R=1421 U=169 W=5.5r' Design Crit: IRC2012/TPI-2007(STD) - .� PLT TYP. 20 Gauge HS,Wave FT/RT=276(0%)/4 0) 15.02.,; OR/-/1/1/-/R/- Scale =.3125"/Ft. Truss Components of Oregon 1503)357-2118 •'WARN INCI 1••REPO NO FOLLOW Ilu ROTES ON MIS wwnlalIN 825 N 418 Ave,Cornelius OR 97113 ••noarMr•• ROOM MOMTg ALL ooaraAcrae 11 aIDIM TRE 116fAta;ltl, eld F � OZ .0 PSF REF 87175- eTC LL 2595658 \ Tru.soo refer.cave..care in fabricating. handling. shipping. Installing N a 1957tS'. b,.<leg.Refer to and fell .0 PSF GATE 1 2/1 4/1 5 ' 'otos,.anti..,of Iles! Mu.'dang component Safety Information. by WI .loo for,.fatty pr•ct'ee.prior r TC DL 10.0 e porror..rg these function.. in+tellorm mall provide temporary Mse [wooing per ae51. Unless noted otherwi , top chord shall hew properly&A.Mad structural sheathing and gotten<herd shale have•properly atper ed BC DL 10.0 PSF DRW CAUSR7175 15348308 rigid coiling. lanecl. a sham for e. Apply lateral o oath fat of gobs shall MVO tionbracings Ictal nae per goon man '� ( socclonw 87. 57 or Rlo. p•tool!tale. Apply plates to each fete of tetras area position non as elwwn above eM on `- o) IN ,gip Ar.:�;v;^i�ote;TM �,dothar.,.a. to draw"g.,apA-Z ref,taroerd plate positlem. 1.14/2015 BC LL 0.0 PSF CA-ENG BFR/GWH ns.., I conferment.creep I A. h NI hat e.for f -h n li shipping.pn era.tri. mal,g. any failure co but le tea tr.e.> 'n with NISI/TPI t, a fpr handling.shipping. Q OREGON rd - - AN ITW COMPANY Mata!!mien a Mooing or tr.aee.. TOT.LD. 45.0 PSF SEQN- 7314 REV A sail en tMN.drawing Sr.Sr.r p..Ileal..tills ar.elror SndI.ab.a....yt roe of p,slnslen.l..gh..rl,g us n,20,100 G re.pe.lbl l lay palely Na ly for n Mile.Yah.. The ta.tabe l lcy.,M..n of this heeb heels.fen.fry. vpo.r.I.w '-- - 051 RoveaCilde r..p..Ibll lty.f w Sol lathe ao.lpnsr per M•Iffel ,1.e.2. OL- r •. Infer-notion DUR.FAC. 1.15 Sacramento.CA 05528 For more Infer.. .tion sea this Jabs general..etes p.ga..d these seg sites: VMD71 75207 ALPINE: ...Ipinelt..,s: WI: sw.tp.rat.ors: . w TOA: n .M ..sbelustry.cw.: Ice!.w..'ta>.r..ar, RanewalDataSPAC 1 NG 24e/3012017 .0" JREF- 1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS d DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115042--TIMBER TECH FRAMING -BURNHAM-ASH/ BLDG 1-WEST -- ASH AND BURNHAM TIGARD - A2) Top chord 2x6 HF #2 120 mph wind, 43.08 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud :W2, W6 2x4 HF #2: DL=6.0 psf. In lieu of structural panels use purlins to brace all flat TC w 24" OC. Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets 1/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 0.5 _ 6X8- 1.5X4 III 6X8 H0612 1-4 0 r_____________________ __._ = -- W2 —�—=~— �—� W-6 1-7-15 21111 3X7111 - 41-8-0 6X8= H0312= 6X12 3X5 III 1 3-10-8----- 7-11-47-2-4 7-2-4 8-1-0 r 7-0-8 RFS 7-2-4 'J 1 I-- 7-11-4 -I- 14-4-8 J F.: 22-3-12 Over 2 Supports >, R=1299 U=318 W=5.5" R=981 U=150 W=5.5" Design Crit: IRC2012/TPI-2007(STD) PLT TYP. 20 Gauge HS,Wave FT/RT=2%(O%)/4(0) 15.01.�,.� gpR31a OR/-/1/1/-/R/- Scale =.3125"/Ft. Truss Componcro of Oregon (503)357-.1118 ''WARNING!ee SEAR Ain roam Au orrEs oN mid awn, Q 1 N 825 N 4th.Ave,Cornelius OR 97113 ..IlQrTAme FURNISH TNIS IWI.II1.TO ALL ppIITIb16T.l�s INCU1.IN.THE INSTALLERS. t1 FCl` O TC LL 25.0 PSF Tresses require extra.,,cora in Tabrleating.handling,.hipping. Installing end bracing.Serer to and.elle„ 19675• y _ REF R7175— 95659 too..teat edition or.CSI (Building Component safety Inft temporary by TPI and NTC.) a.r.ty practices prior >' TC DL 10.0 PSF DATE 12/14/15 to performing these functions. Installers.hall prowl..temporary bracing per SCSI. Unless noted otherwise, d' cop chord Shell leve nreparry attach..strueturel ehesth:ng and bottom chord shell have a properly had rKp`.1..I I log. twee oo^.howl rer .I Spent I 'T""K.r webm ahel:hsw eraennp i„,Cal lad par BCS' /�� BC DL 10.0 PSF DRW CAUSR7175 15348116 1 ens B7. A7 pr Sip. a app:naable. Apply pnetoe'te eaM fKe Of irwsa wnd peenci.n as ppm..and on /.� OBD ::::.7"7:7::::.."::7.n::::::":”— h.�.I„t petal:.. "wren.„need Atha,,,"— Sara: dre.I„g,1.pA-Z rer,t.,.ar.plata panitlan,. 1.:14/2015 BC LL 0.0 PSF CA-ENG BFR/GYIII �i AIpI a. a dura:. Ir•a :Id: g e.mpe.nu In<. ,noir b.re,p.nelbla re a y OREGON ....ming,any fallwro to build the truss:n conformance with AN51/TPI I. or for handling, shipping, AN TW COMR.NY I„atell,2len,bracing of trusses, Y• .11'4. ds TOT.LD. 45.0 PSF SEQN- 240698 A...I on.hl.PrwIng.r.oyer peg.1las1ng CAI.Mewled, Iroise......ptones of nermelwoI e,glg..rl 9R 20.1 d.'r relbmw.lbIllty eelmly P .n,.design.err. Th...It bIllsy.m d...r WI.Wowing Per.,v.er.Iewr.I u.. • x351 Roy=Cock �pen.lsllIty er al.Bullrrrg B..Ige.r per Alsi/TP)1....:. �t W.N DUR.FAC. 1.15 Sacrannuo.CA')5l2B per mere nnformatlon see w. this Job's general ,- I pegs end these mob a 24.0” JREF- 1VMD7175Z07 ALPINE. .-elp:mw, icm.cem: TPI: tainat.erg:NTCA: wm. mabelnAntry....: ice:www.l.eaare..rg Nmetw EM W10R017 SPACING THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUOMI TIED NY TRUSS MFR. (1115042--TIMBER TECH FRAMING -BURNHAM-ASH/ BLDG 1-WEST -- ASH AND BURNHAM TIGARD - A3) Top chord 2x6 HF #2 120 mph wind, 43.13 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6,0 psf, wind BC 1 Webs 2x4 HF Std/Stud :W2, W8 2x4 HF #2: DL=6.0 psf. In lieu of structural panels use purlins to brace all flat TC t 24" OC. Wind loads and reactions based on MWFRS with additional C&C member design. PO Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 6X8E 0.5 6X8= 1.5X4111 8X10(R) Ill 3X5 J ._. "��`�` 8 W8 ! 1-8-1s1_q_0 ' IW2 - � _.__. t I 1 ._ NE . • -- w 441-8-0 3X7-11 1(I-- ._- 6X8= 4X5= 6X12H03123 5M '-3-10-8----4J 5-0-7 4-10-13 6-2-4 6-2-4 5-0-7 5-0-9 6-0-8 6-2-4 I, 9-11-4 :I- 12-4-8 _J 22-3-12 Over 2 Supports R=1299 U=318 W=5.5' R=981 U=150 W=5.5" RL=22 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. 20 Gauge HS,Wave FT/RT=276(0%)/4(0) 15.01.0 , :' 4 Cit OR/-/1/1/-/R/- Scale =.3125"/Ft. Truss Comments of Oregon (503)357,,118 **fltlM/IN61.a REPO AND FOLLOW ALL ROES ON MIs m AMINO! CO +^f — 825 N 4ih Ave,Cornelius OR 97113 "'�°rtArn" ^"°"I'1 THIS°"�'"°'°ALL e°"'wc'°1""c'olw nl�ulsrAUEAs, O� �d E Oy TC LL 25.0 PSF REF R7175- 95660 Trusses require extreme Care In fabricating. Scooping, shipping, installing and brnc;ng.Ref -to and follM TC DL 10.0 PSF DATE 12/14/15 tee 1 edition of SCSI (Building Component Safety Inform. .on, by TPI WTCA) for ee.ety prectlee prior 19576' 7' to porennm ltg Bireme function, Inn/milerschain provide temporary bracing car BCS1. Unless,.ted otherwise. I /1 T1 top chord shell have properly attached structural sheathing and potter chord.Mil have a properly ettaetod . rigid Coiling. Locatla.s chop,For permanent lateral restraint of mobs shell have bracing installed dor OUST 4� BC DL sections as 87 or 810, es applicable. Apply plates to oerA face of toys.one position me moan above end on 10.0 PSF DRY/ CAUSR7175 15348118 A ILMI I N �t1 Ne bloc Det::::a.7:711":::=7""*. ils. poles.noted atbrrlfo, nefar ca 41:7 gs 160A-z for standard Plata posi"e"s. 1 14//2015 BC LL 0.0 PSF CA-ENG BFR/GWH IU• U1� Alpin. .dl 1.pen a.ITR gu:the truss in on tromp im,wi M.tl mot be nor for pie for carry Mping,T Fres anis OREGON Arswirg, any failure to build tM trusx in CSFOrtmmoe with ANSI/TPI 1. a for naMl Ing, shipping, �--- AN ITW COMPANY e.tel ladon a brae of trees. TOT.LD. 45.0 PSF SEQN- 240702 A e.st en tell•...onoorewer p.m.Ilating thin drawing. IMIMtea eq preMw simal elylpring R N.g.20,10# ._-- .-.rbl n.l11ty eelsly far tie da.Ign anew, lle ooleeblllty and. or this analog fee•.y.truetur.le!Se regmmm cul 11n o . nd la f tawaking Designer par ANSI/i►1 1 iw.2. 9-O � H� OUR.FAC. 1.15 ' %x I Rinds Curie {/ . sot,tpb',cA'>sAN oar 1pi more Information'MI.w .taiae e.general ."papa and`lama..b" - g RenewrOdle 4130/2017 SPACING 24.0" JREF- 1VMD7175Z07 ALPINE:ww.elplsi trots: TPI:mwnhis not.nap: vel w..aMlndlger Stab ICC. Imes Icccare.er THIS DIG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED 8Y TRUSS MFR. (1115042--TIMBER TECH FRAMING -BURNHAM-ASH/ BLDG 1-WEST -- ASH AND BURNHAM TIGARD - A4) Top chord 2x6 HF #2 120 mph wind, 43.17 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud :W2, W8 2x4 HF #2: DL=6.0 psf. In lieu of structural panels use purlins to brace all flat TC M 24" OC. Wind loads and reactions based on MWFRS with additional C&C member design. g".., Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 0.5 3X5TR 6X8= 1.5X4III 4X8PE 6x8=_ 1-4 0 `` wz ��`�--`— — L $ W8 1-9-15 3X7 Ill 41-8-0 6X8= HO3O8= 3X5= 5Xi2= 3X511 Lc----3-10-8----)J 5-11-10 5-2-4 5-2-4 5-11-10 5 6-1-6 5-0-8 5-2-4 Al L 11-11-4 10-4-8 Fc 22-3-12 Over 2 Supports R=1299 U=318 W=5.5" R=981 U=150 W=5.5" RL=24 Design Crit: IRC2012/TPI-2007(STD) O PROF` PIT TYP. 20 Gauge HS,Wave FT/RT=296(076)/4(0) 15.01. i S& OR/-/1/1/-/R/- Scale =.3125"/Ft. Truss Components of Oregon 503)357-,1118 e' I I" °Ne FOLLOW ALL NOTES aN mis maim INF,,. O TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 e'' e' ^'""I"'THIS mal loo TO ALL aoHllaa Tpas INCLUSION INS INSTALLERS. ('� G dcl y REF R7175- 95661 Trusses require*Atria.twig in rabrlcatlro,handling. shipping. Installing one brach the latest**Iden of OCAI (aulld,ng Convenient SafetyInfermotlon, by TPI wM RCA for safety p to sme follow 79676 P to performing{,wens functions. Installers shall ' ted oche.prior 9f IC DL 10.0 PSF DATE 12/14/15 • provide ng and bo bracingho per SCSI. e•pnoted attechode, /t Cep chord.lull gaga properly attached structural Swathing and bottom*hare Shall Mvo.properly aft,th.e BC DL 10.0 PSF DRW I:AUSR7175 15348119 rigid coiling. Locations shawl for..rmanent lateral restraint of webs shall have bracing ..filled per dCSI ■ O N sect loin a1.WI or alp, as ote lothor e. R places to ping rate of trusa and position te.w whew,sboy<and an elm feint petal(,,ial IT rated atherwhso. lhfer to drawings Zeno-i far.{milord plot.positions. 1 14/2015 BC LL 0.0 PSF CA-ENG BFR/GWH 1 Alpine.w dlele ion of In Building Cenpaw^ts Grasp Inc. shall not as responsible for tory deviation from this drawing,any{allure to build the truss ,n cooforeonc.with ANAI/TPI 1, or for handling. shipping. FT OREGON AN ITW C:CMR4NY Instal let!Ori A heating of truss.w. A ail en tlils drwlro a•spoor pap.listing this lfa.Ila Indlwtaa awpea,w of Pr.raa.lawal engineering 9 V-0.20,tie . TOT.LD. 45.0 PSF SEQN- 240705 reepmnalarl ltr..1.13 f the*len sheen. The meltability and use of*Ale drwler far any strut:two is temp • __- x351 RovanaCirtk responsibility ahs aaell.,ro p..laar per Ala1/Tsl,S.*.:. �a. V4.01' DUR.FAC. 1.15 Sacramento.CA 14/42X For were information w his,lab's gsnwrwl note.pogo.•.e thew.woos \ .-- ALPINE: 1pineitw.caw: TPI:see Ina:wwe.sbeirWstry.ee,. ICC:w•w-icoaare.erg Ranawd Data lr30h07T SPACING 24.0" JREF— 1VMD7175Z07 TH1 S DWG PREPARED FROM GOWLITER I?PUT (LOADS 8 DIMENSIONS) SUBMITTED BY 1RUSS MFR. (1115042--TIMBER TECH FRAMING -BURNHAM-ASH/ BLDG 1-WEST -- ASH AND BURNHAM TIGARD - A5) Top chord 2x6 HF #2 120 mph wind, 43.21 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud :W2 2x4 HF #2: :W6 2x4 OF-L #2: DL=6.0 psf. 145 0.-(a) Continuous lateral restraint equally spaced on member. Wind loads and reactions based on MWFRS with additional C&C member design. In lieu of structural panels use purlins to brace all flat TC @ 24" OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. Creep increase factor load applied per IRC-12 section 301.5. for dead load is 1.50. 0.5 ____ 3X5= 6X10-=- (a) 3X5 III 6X8 — Imo— ■ 1 �_ L WVii--------------- -1 15 41-8-0 3X7 M —' 6X8= H0308= 3X5= =--36 6-7-- Lc----3-10-El----->-I -10-8----->-I -4-8 6-11-10 6 7-1-6 8-2-12 I_ 13-11-4 _I_ 8-4-8 Ic 22-3-12 Over 2 Supports I R=1299 11=318 W=5.5" R=981 11=151 W=5.5" RL=27 Design Crit: IRC2012/TPI-2007(STD) IP- lop, vy PLT TYP. 20 Gauge HS,Wave FT/RT=2%(096)/4(0) 15.01./ S. OR/-/1/1/-/R/- Scale =.3125"/Ft. Truss Components of Oregon 1503)357-1118 •°WARMIMOr•w MAO NIoFOLLO•ALL Nuns pI'MI soNl■INg1 GINt R25 N 4th Ave,Cornelius OR 97113 ..11100117A17.. Pa1.IISH THIS DRAM=m ALL tnNnIACTNIs INrAWINN THE INs7A11136. F� Oy mTC LL 25.0 PSF REF R7175- 95662 uses ,n ,rogro eatrew rine In fabricating. handling, shipping. installing and bracing.Rifer to anal fella. 196715, <he latest edition of.Cgl Millen,Component safety IMerwtlan.by TPI end NTCA) for safety praoticee prior 9 to n.- Installer,,hall provide temporary bracing per performing trip..functions. SCSI. unless noted otherwise, r , TC DL 10.0 PSF DATE 12/14/15 trip crier..1.11 hew properly...shod structural sheathing ane bottom chord.wall neva a properly wtcaa.e / rigid ceiling. Locations she...for permanent ..coral restraint of webs swell wee bracing Installed per acs. /- BC DL 10.0 PSF DRW CAUSR7175 15348120 A f .-R N thcrlons g7• a7 of g,0. so noted otherwise. Apply platas to no.faro or trine and pl nn as .base and m 1-�14/201 s - w getei I,. unless watwr.iwa- Rarer to d a.;g.,�R_:fp standard pletp positions. BC LL 0.0 PSF CA-ENG BFR/GWH Alpine. a e;.nslon or In Building ComponM<s Grasp Inc.snail be responsible Tor any dwsletion from this OREGON' wi,q. any.ailse to edild the end„In ra,fer.,w.t.with AN$l/Tfl ,. o<far handling, ,sipping. //.ess TOT.LD. 45.0 PSF SEQN- 24070$-. AN ITW COMPANY drawing, any brwoiog or tro,00m. Ua �/ A..al on oh,.drawing.r.neer rig.(ming this drawing. 'refloat...sa.ptanw.f pref...larol engine.rlro R.20,10%62 G _ raapen.lblIlly..lily Par N.d..lgn Mesh The wlabllory and yr of oh,.ara.I.g for toy.crupcw.I.w p V RiSI Rdtana Cock n,.pol.mnity or via%Udine g..Igwr per ANfI/TP1 1 she... OL Y W.N DUR.FAC. 1.15 Sarranenio.CA 95R28 for more Ihroraa<ien sae this Jos general w ea nd page ethese web site,: - bnn F- 1VMD7175Z07 ALPINE;wwwww .elpilt .coe:TPI: w .tpinwt.org;ITTM awb .sbcWuarry.00.: ICC:www.,ccsafe.org RarnwalDots OfJw1017 SPACING 24.0" JRE THIS RIG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115042--TIMBER TECH FRAMING -BURNHAM-ASH/ BLDG 1-WEST -- ASH AND BURNHAM TIGARD - A6) Top chord 2x6 HF #2 120 mph wind, 43.33 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere In roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud :W2 2x4 HF #2: DL=6-0 psf. :W6 2x4 DF-L #1&Bet. : Wind loads and reactions based on MWFRS with additional C&C member (a) Continuous lateral restraint equally spaced on member. design. In lieu of structural panels use purlins to brace all flat TC • 24" OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep Increase factor for dead load is 1.50. (a) 3X5= 0,5 _� 4X8= 4X5= 3X5 II 6X8 IW-- mmilit T 1-4-0 �2 -- ------ '� ---_- ~~-Wg-��--- ' 1-115 -- 41-8-0 3 5111 6X8= H0312= 3X5E 6 6= 6-11-10 6-11-10 8-4-8 6-11-10 6-11-10 8-4-8 L_ 15-11-4 _j_ 6-4-8 J E22-3-12 Over 2 Supports :-.1 R=1004 U=150 W=5.5" R=1004 U=153 W=5.5" RL=21 Design Crit: IRC2012/TPI-2007(STD) 'O PROP. PLT TYP. 20 Gauge HS,Wave FT/RT=2%(0%)/4(0) 15.01., 'b _1r 0,,58 OR/-/1/1/-/R/- Scale =.3125"/Ft. Truss Coml)011ents otOr Oregon (503)357-:.118 ...WARNING!"RH MIS AND NG TOM ALL VIES ON TMls DID.11161 N" O TC LL 25.0 PSF _REF R7175- 95663 825 N 4th Ave,Cornelius OR 97113 ••1lUlTANr•• FURNISH Teles DARNING TO ALL°°"'"Acti°'a 1AC1JYIMM THE INSTALLERS. O 18676• Truosee require extrema*core in fabricating,n«aling, .hipping, ....ling and bracing. Refer to and follow ' Use prn .t latest edition of SCSI (Building r/aolt safety Infer.. len.by Tel..m RIGA)ser..seer practice.prior /r TC DL 10.0 PSF DATE 12/14/15 to porter's.g these functions. Irgtell.r.Mall provides temporary bracing per SCSI. Solana noted oth., I... /� top chord Mall hove properly attached structural sheathing and bettor abort Shell Mie.properly atteelgd ft BC DL 10.0 PSF DRW CAUSR7175 15348122 rigid coifing. locations shown for permanent 1 1 reetrel,.t of webs Mull Mae bracing Installed per SCSI 1,•14/LOIS A ,�U nettle,.. S7 or 810. 0,589110.111,. llppty plot.°til meth(aces or 5011!db p0.ltlon.a°Mw, .rod an O r-J °'° °' i De.l .lca11 noem eth.rwlme. Refer"drmel gs,BDA_:fpr 11ew d.rd plot,pe.,tlo o. OREGON BC LL 0.0 PSF CA-ENG BFR/GWH f ' Alp,r,., a i inion of 1711!0.r Iding i-,epe••.iro.Grail Int, sMl l nit be rw,Iwn+loin fpr any d.v lotion rr,w the, n' dr,mhg. any failure to Wild the truss.n confer-Nonce with MMI/TPI 1, or for noodling, shipping. AN ITW COMWtNY ,notal lotion A troolog,f trusses. TOT,LD. 45.0 PSF SEN— 240711 A meal do ehls sill 9RO�.:o,1B.H�•I SEQN-M Mar pogo S. tog tale The Mull, IMldewwe ofdthis dr of g frroely s dng,n Is t 5 _ reepenal 8351 Row Circle ran.IYlllq solely w1lding Dmethe �gnor for ANSI/TPI S.o.S won we H this dropping for mer.vara..Is at. ` W DUR.FAC. 1.15 $AvafnelMd.CA 15R1R ------ ALPINE, For ,c-r,�cTv1 ac „l,job's general no ,f pogo.,,d th.,e wee e,te,.It��. ReiwwW 0Ate 4SDSo1T SPACING 24.0" --JREF- 1VMD7175Z07 we, woe.tp,.wt_org; MTU:ww,.belnoustry.crvw. ICC: we,. e.oes THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115042--TIMBER TECH FRAMING -BURNHAM-ASH/ BLDG 1-WEST -- ASH AND BURNHAM TIGARD - A7) Top chord 2x6 HF #2 120 mph wind, 43.37 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud :W2 2x4 HF #2: DL=6.0 psf. :W6 2x4 DF-L #1&Bet,: Wind loads and reactions based on MWFRS with additional C&C member (a) Continuous lateral restraint equally spaced on member. design. In lieu of structural panels use purlins to brace all flat TCN 24" OC. Right end vertical exposed to wind pressure. Deflection meets L/180 criteria for flexible wall coverings. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 3X5= O.s — 4X8= 5X7 3X511 6X8 — I I I 1-4-0 — W2II -_______________==:------- _ 1-- —�`` W6 —� 2-0-15 NE *41-8-0 3X5 III 6X8= H0312 3X5- 6X6,- 6-11-10 X6=6-11-10 6-11-10 8-4-8 6-11-10 6-11-10 8-4-8 I- 17-11-4 .IL 4-4-8 Ec 22-3-12 Over 2 Supports R=1004 U=151 R=1004 U=154 W=5.5" RL=51 Design Crit: IRC2012/TPI-2007(STD) .tteO PROFS PLT TYP. 20 Gauge HS,Wave FT/RT=2%(0%)/4(0) 15.01.0A �, s' OR/-/1/1/-/R/- Scale =.3125"/Ft, Truss Components of Oregon 1503)357-1 IR '•WARM1Noi.•READ NAOroma;AU.mT1 conos DRARINGT 825 N 4Th Ave,Comellus 012 97113 t•IARRTANEA. MINIM THIS OMRINO lO ALL CONTRACTORS INCLUDING THE INSTALLERS. N- ts, vi„, TC LL 25.0 PSF REF R7175- 95664 Truseea ream.,este.«ear*.n fabricating. 19676• _ �. „ Information..l cai . .hwtlll nd wM,.<,ro..ef.r as.e rpriw TC DL 10.0 PSF DATE 12/14/15 tri. ort ods then of ncti (flap ld st Ceers she Sarna teeperTry TPI and.SCSI for r.ty ted otherwise. Mier ' ,, n to perforating tense functions. Installers shell provide ing end bracing per SCSI. a leas featly attached-. tap Von!.till haw.prapnso ntfa<.pd structural relsherestraint betty<hei. shall have n pInstall d per SCSI % BC DL 10.0 PSFDRW I1 sectsrigid ns B3.rA. Laeltl. a:nu...car e.r Applyent plane. r ach fa of nob.still Sew brad ny Installed per SC31 /,1f2 C CAUSR7175 15348123 A f DQ N sections&T. S,o M applicable. Apply plates as each feel of true*and position as sheen.bevy on ) IY/LOT J O --A.„-: ln-:.7 pot.ila. .nl.ww sated oV.orw,w- I's': eese to drwidl.,BDA_:ear.'."Mord Pi.t.posptiow. OREGON BC LL 0.0 PSF CA-ENG BFR/GWH AIPi , n A,V,slen a/IT..ui ldirg Caeperwnt.MgIro.atoll wt bw rsPpen.lbl.Tor•^Y dsVl.t.an free th14 drawing. any fellate to Wile Hee truss In conforms.with ANSI/TPI 1. or for handling. shipping. V_ AN RTW COMPANY ...aL.;Jnt,on.bre,:,no of trusses. °p'� l '1R.;o,4I# v TOT.LD. 45.0 PSF SEQN- 240714 A mot an WOO Orman.or moor Odle Milting tlrls writ,. male t...erpe.npe or preemie..I..gihrrlp reapan..lbl Illy.nilly V.r the Damen shown. The aultr'I'•Ity woo w e1 MI.Mewing f pry etrw.,re I.the "VOL e y - R3SI Ro m Circle c sty.r t..O.)I.I.g R..ISner per MSI/ni T S...2. DLtR.FAC• 1.1 5 Sacramento.CA 9.5A2A For.are Information see tnIs pee%general notes page end there web alto.: Renewal Dole•I.eI3012017 SPACING 24.0" JREF- 1VI11D7175Z07 ALPINE:wee elpioeltw.co.:TPI:ww.tpin.t.ory;WTCA. www..bc,w , ew uatry.<aw: ICG:w .,oaaef..nry THIS DOG PREPARED FROM COMPUTER INPUT (LOADS&DI WENS I ONS) SUBMITTED BY TRUSS HER. (1115042--TIMBER TECH FRAMING -BURNHAM-ASH/ BLDG 1-WEST -- ASH AND BURNHAM TIGARD - A7X) Top chord 2x6 HF #2 The maximum horizontal reaction is 2500# Bot chord 2x4 HF #2 Webs 2x4 HF Std/Stud :W2 2x4 HF #2: 120 mph wind, 43.37 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind IC DL=6.0 psf, wind BC Wind loads and reactions based on MWFRS with additional C&C member DL=6.0 psf. design. Right end vertical exposed to wind pressure. Deflection meets L/181 Deflection meets L/360 live and L/240 total load. Creep increase factor criteria for flexible wall coverings, for dead load is 1.50. (a) Continuous lateral restraint equally spaced on member. SEE CALCULATION PAGES FOR LOAD CASES NOT SHOWN HERE. In lieu of structural panels use purlins to brace all flat TCP 24" OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. H0510 Ili 0.5 _ 6X10= 5X10(R) Ill 4X5 1.5X4 HI 6X8= 1 U 1-4-0 W2 �a) �� —... "1111 2-0-15 ��_ p _ I f I '� 41-8-0 } 3X5 M 6XBE H0312e- 4X12- 4X5= 5X7 6-11-10 I 6-11-10 6-11-10 /I< 4-0-0 6-5-121_ 2-5-12 -I`1-10-12'� L— 17-11-4 4_q_g _i I{ 22-3-12 Over 2 Supports )I R=1004 U=151 8=1004 U=154 W=5.5" Rh=2500/-2500 RL=1881/-1881 Design Crit: IRC2012/TPI-2007(STD) , P- gF k. PLT TYP. 20 Gauge HS,Wave FT/RT=2%(0%)/4(0) 15.01.1 ,a.... OR/-/1/1/-/R/- Scale =.3125"/Ft. Tnlss Com ents of Oregon (503)357-1118 ..WARNIN01sa REM NO roues ALL NOUS a TRIS WARING! �I^f 825 N 4th Ave,Cornelius OR 97113 "'wd'rA'R" A"00'"TM17°A f1N0 7O"" COAjA"m01°1/1010010111a10 INSTALLERS. !� e.$. Dy IC LL 25.0 PSF REF R7175- 95769 • Tru&sea require extreme care in fabricating.handling, shipping. installing end brawny,. Rorer to and follow 1(67( tho latest Saigon of SCSI °Wilding Com:mamma Safety Infe.aetaen.by,Ph and.Tw for serety practice,prior TC DL 10.0 PSF DATE 12/14/15 to performing thea.unctions. Installer..%hell provide temporary bracing per SCSI. Unless noted et-herein, /P top chord anon l hey.properly attached.trneturel ahe.rhIng end bottom chord.hell how a properly attached 'gig,',;,, ent BC DL 10.0 PSF DRW CAUSR7175 15348260 �. Lweatlge rbr para.ent laurel r r., t of..bP almll hue.br.olp installed per sesl gT, g7 or Std,as applicable. Apply platen to aavh rat.car cramp and Ilealtlon a ae.weor oboes erre can pin N '::,::::"%°:::::::::7‘11,,,,::, ��nlnt,Stop,.,�Iaaa :more".. Rwf.r 7."....i: ra.. 1«,Are.Z plata po.IClon.. I '14/2015 BC LL 0.0 PSF CA-ENG BFR/GWH f-1 �f�U OI.IaIa car ITh, lel g ew.pen.nt.g whp aw Il..:z::::pwnylblp ref.y daw.tlpn from ten. OREGON drawing.any failure to bund the truss in conforeance with A1141/Tal 1, or for handling. &hipping, --- A.N ITW COMPANY `"'`"'"tion A brawny°or`rvas's. v TOT.LD. 45.0 PSF SEQN- 243368 A...I on Chi.ire-lnp sr weer ma listing this droning, Irene.`*s symptoms ep professional~nowise '/ VIn.20,10� '..p.n.lbllIty eel.Iy ref she dwlyl Mown. The.elt bllily end see sr tl.l.drawing ref esti acrwenre le the -- 1S3s1 Rm.1u tilde responsibility.d he.gun Ing Designer per wliTpl T sed.:. 0'0 .N� DUR.FAC. 1.15 Seaemrns,cA?$KZIl For wsere inform/mien,oe t„la'o.a general notes " d" .ytin's*..e SPACING 24.0" JREF- 1VA107175Z07 -, ALPINE: w.eapn.elte.cowTPI: wmm.tpinst.org: RCA:wmme .dmetry.com; ICC:'wmw.Ico&are.org ReneWIN Dab, 01 ern/ 7 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUOMITTED BY TRUSS IFR. (1115042--TIMBER TECH FRAMING -BURNHAM-ASH/ BLDG 1-WEST -- ASH AND BURNHAM TIGARD - A8) Top chord 2x6 HF #2 120 mph wind, 43.42 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud :W2 2x4 HF #2: DL=6.0 psf. :W6 2x4 DF-L #1&Bet.: Wind loads and reactions based on MWFRS with additional C&C member (a) Continuous lateral restraint equally spaced on member. design. • �NI In lieu of structural panels use purlins to brace all flat TC a 24" OC. Right end vertical exposed to wind pressure. Deflection meets L/18' criteria for flexible wall coverings. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 4X8-- 0.55X5= 3X5IR 3X5-. - _— _ 6X87is - J 11 ■ I 12W6 2-1-15 ME 41-8-0 3X5 III 6X8= • H0312= 3X5 6X6----- 6-11-10 6-11-10 8-4-8 • 6-11-10 6-11-10 8-4-8 I_ 19-11-4 _ ,, 2-4-8 _j F 22-3-12 Over 2 Supports R=1004 U=151 R=1004 U=155 W=5.5" RL=55/-21 Design Crit: IRC2012/TPI-2007(STD) . CIPRpp PLT TYP. 20 Gauge HS,Wave FT/RT=296(096)/4(0) 15.01.► •s �SsA OR/-/1/1/-/R/- Scale =.3125"/Ft. _ Truss Components of Oregon (503)357-!I IR "MMRNIN61"READ NO FELLOW ALL+orfs a MIS MINIM �9 T�1V�FF V TC LL 25.0 P$F R25 N 4th Ave,Cornelius OR 97113 "�"►�Mrt" 'w'u"MIR opal=10 All-epnlacrwa upy°INN TME'I'sr""ru. 0 + y REF R7175- 95665 she latestrequire ed teen ofreme care in KS1 (Building Cowpo.e"pi Scr ty Inler�tlon, Ey TPI. shopping, 'ing and End RG1)r or".�Ny prat's...Refer to end rprlo' . 19x75 7C DL 10.0 PSF DATE 12/14/15 to pchord she these have rproperly. Imc.ee.rw aura provide ng.and /treeing per all e 0 pr pass atachedotherwise.. 0111164 top - rigidcrnpei shell Low properly.afor pd permanent loners, re sheathing«.,of Ire.chord,Nave bre..properly.atones BC DL 10.0 PSF DRW CAUSR7175 15348124 sections ceiling. Or 111 . Shown for 0.rw ly elates, oeac he of ft.shall have bions np In.t.I bo par dGSI ■��^�� 1 ' sect Ions Bl.!,M 9,0. .w type;cMla. Apply plat.s to each rata of truss and position fan aw sheen NIM ass an I-lanols ,I lJ —� ':7,j,—*::::::. ens j,a;nt:.cal ee, ane.,.,;tea atpar.l,.. :leer tt�r,.,leg,, _:lar,tllbare pv.ta pe,;teaa.. BC LL 0.0 PSF CA-ENG BFR/GWH L^ Alpiw dlelaiw o1 1,11 Eve Idi g coat a wn s sap I c-lIv 11 not Lo r..pp alpla Ipr. r dwnw<iOn fro.this OREGON drawing, any fluoro is build the crus. in conforwwnc.with AIISI/11.1 1, or for handling, shipping. --- - AN ITW COMPANY 40041 Ontlan i breeing of trene.a. A.ell we grimingIgriming.r elraer pay.listing q * Mt. le Crowing. I {a.dsee oe..a.rt •of yrehpl del le ..l.n.1 llyle.INlry eV O.20. � TOT.LD. 45.0 PSF SEQN— 240717 f fp lbtt'merely for One AmigoMauve. The eulttbl Ilh ewe woof Ulla growing for Myr consecrate 1.tr. R� W C14 DUR.FAC. 1,15 ri351 Rrn'w CIICIs 0�-w1011ity.f Nie 5.144Slq d.lp,er par AI61mI 1 g.o.s. s:mBlnuy,cn vsri3x For more telco.:lana thin Jab's general notes pen .np chose wom.: R.I....I D. .erwrzDn SPACING 24.0" JREF- 1VIND7175Z07 ALPINE,uvea of Dl,witw.cw: Tel:www.tpinat.wp:grcA: w.w.sbcirKuatry.<ew; ICC:ee.ittesM1.orq THIS CMG PREPARED FROM COMPUTER INPUT (DADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115081--TIMBER TECH FRAMING -BURNHAM-ASH/BLDG 1/ EAST -- TIGARD, OR - H25) Top chord 2x6 HF #2 120 mph wind, 43.46 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DLe6.0 psf, wind BC Webs 2x4 HF Std/Stud :W4 2x4 HF #2: DL=6.0 psf. Left cantilever is exposed to wind Wind loads and reactions based on 'MFRS with additional C&C member design. (a) Continuous lateral restraint equally spaced on member. Right end vertical exposed to wind pressure. Deflection meets L/1 In lieu of structural panels use purlins to brace all flat TC II! 24" OC. criteria for flexible wall coverings. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Deflection meets 1./360 live and L/240 total load. Creep increase applied per IRC-12 section 301.5. factor for dead load is 1.50. 4X8(R) Ip 6X8es 3X5Es 3X10= 3X7(R) 8$ 0.5 _ 8X8ME 3X5 _ _ _ - a• T * JL W4 -" 2-4-15 1-4-0 ...,.. 1111111111111ftw= 1 41-8-0 1.5X4II = X5— 6X8= H0612.- 3X55X10= 3X51M L-3-10-8--L2-6-0 , L. 2-7-12 -1- 5-7-11 5-11-3 `rte 5-11-3 'I` 5-9-7 71i-5-1I 1_ 25-11-4 -11_.-5-4-„,J F27-4-8 Over 2 Supports s) R=1676 U-424 W=5.5" R=1101 U=168 Wa4" RL=71/-23 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. 20 Gauge HS,Wave FT/RT=2%(096)/4(0) 15.01.► ' ii '. OR/-/1/1/-/R/- Scale =.25"/Ft. Truss C nu of Or on 503)357.118 •99989M6t••WC AID FT1 A N1 ants a THIS Mgw1MH 1N 825 N�4t11 Ave,CorneLus OR 97113 on P" l MIMlN M m dummaNe nu)el .amws MOM=TrstAa, q03 E O TC LL 25.0 PSF REF R7175— 96006 True.e.require extrema to.. In fabricating,1aling..nipping. Install.,and bracing. Refer to and follow 19579Ifr, TC DL 10.0 PSF DATE 12/15/15 the latest edition or eq) (Pul leing Cp.. ne� UNITY were.... by WP1 axe ITCH)fon ufety pr.eties.prier , ti t.performing these Arctic... !.real lore she"provide temporary treeing per 13,31. Unless note otherwise. 1 1 top chore•hell have properly attsd..d structural fleshing ane betted.chord atoll have a properly attached 4110, ' rigid bell Ing. loe.ttsn sheen for y.rrrnt lateral restraint of wee shell have bracing"otalleo pr PCs1 �,.. AP' BC DL 10.0 PSF DRW CAUSR7175 15349178 A LPI N I1 e.etio 03. .r w applicable. Apply plat.s to feee of tr....ea peltate as sewn abree end w Om Joint Decal Is, a less noted otherwise. Aafp to drawings 7sOA i for standard plate pealtme r. 1 16/2015 BC LL 0.0 PSF CA—ENG BFR/GWH alpine..division of 17A tLl Wing t nome enate bey la .eh.II not be revertible f> ww any eletiIre.this OREGON ermine,any failure to build the tor.in motormen.*with A161/7►1 1.or for b.lalirq. .ipping. AN Ir V03101 PNY Instal tetra,a resting of treat... ^ TOT.LD. 45.0 PSF SEQN— 241306 A o I ea al.al i, St lett Pella listing We Pregllle Inelwa ws�M�o./Prehool.rrl.pgtn.erI, tee�A.40.10° rwspen.lsl lrty..r.ty Ter the eeelen Open. The esiNfI l lby erne won of apple mrawil.,for..y stfuab,m le he Tp T ,N DUR.FAC. 1.15 RTSI ROtTali Cgck feopeeeibll lb of tea Pel helm Peeler r per A11Pt/1PI I Ikea. M sal7tleelal,ca nAm Auplila:.:...Iplomi Information rut ITC*':e.::,°'�.,ry.te,CC:we iwyr.er5 Rw,.girw.OMORIM7 SPACING 24.0" JREF— 1VIAG7175ZO1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115042--TIMBER TECH FRAMING -BURNHAM-ASH/ BLDG 1-WEST -- ASH AND BURNHAM TIGARD - A8X) Top chord 2x6 DF-L 2400f-2.0E :T2 2x6 HF #2: The maximum horizontal reaction is 2500# Bot chord 2x4 HF #2 Webs 2x4 HF Std/Stud :W2 2x4 HF #2: 120 mph wind, 43.42 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Wind loads and reactions based on MWFRS with additional C&C member DL=6.0 psf. design. Right end vertical exposed to wind pressure. Deflection meets L/18 Deflection meets L/360 live and L/240 total load. Creep increase factor criteria for flexible wall coverings. for dead load is 1.50. SEE CALCULATION PAGES FOR LOAD CASES NOT SHOWN HERE. (a) Continuous lateral restraint equally spaced on member. In lieu of structural panels use purlins to brace all flat TC 0 24" OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. 5X10(R) II 3X10- T2 0.5 — H0508= H051011 4X5es 6X8m J ) I 1-4-0 nip `--- W2 ta) ta) L 2-1-15 !- _ .-.-_. I I I_�� _ 41-8-0 3X5111 6X8= H0312= 4X5z". 3X10.--- 5)17 6-11-10 ' ` 6-11-10 6-11-10 'I 6-5-12 Sri-10-12' L- 19-11-4 2-4-8 ,j I< 22-3-12 Over 2 Supports R=1004 U=151 R=1004 U=155 W=5.5" Rh=2500/-2500 RL=1881/-1881 Design Crit: IRC2012/TPI-2007(STD) EO PROBE. PLT TYP. 20 Gauge HS,Wave FT/RT=2!6(096)/4(0) 15.01.► tips S-43 OR/-/1/1/-/R/- Scale =.3125"/Ft. Truss Components of Oregon (503)357-2118 "WARM IN+I"NEJM dib FALMI ALL NOTES an 1NTs Mwllcl a F 825 N 4�h Ave,Corneous DR 97113 'iiT mor "M MID AIMING i°ALL CONGIACTONI INCLUDING ME HnTALl.na• a Al O9 TC LL 25.0 PSF Toot..require eetreeo ogre In fabricating.MMling. shipping, installing and bracing.Rorer to.M foilw 18676P REF 27175- 95770 CoIetwt edition of SCSI (building Component Safety Information, by TPI and NfCA)for wrist,practices prior ' TC DL 10.0 PSF DATE 12/14/15 perfereing these Trauma. Isotollers shell provide temporary bracing per SCSI. Unions noted otherwise. �' — SAIIIIN r p chord coi .n.I1 have properly o nt for pe strmanentural...thing aro of web shoed.ball have a properly dattached it Br. DL 1Q.Q PSF DRW CAUSR7175 15348261 rope coiling. Locations.lrwn for o. Apply 1 1 restraint of woo.lull have bracing installed per s so sections 03. A7 or 010. es app!is Ile. Apply plates to each race of cross and position se allown above and on 1 14/2015 �i1_,..M]N �---, 7:,::-.°::::::::";;;:::::4-1—ma Refer to 7--"—,7:::2.:7,7-7.:.°Z7 pealtleer. OREGON BC LL 0.0 PSF CA-ENG BFR/GWH — , eo.pWv me Graup c..nwpena y aeviaeben fraw tole drawing, wry failure to build ton trues in conformance wits AN$1/TPI 1,or for handling, enipyl,g, — AN1TweoMMNY In,t.11.tlpn.bracing et true.... 9 `04.20,410° '. TOT.LD. 45.0 PSF SEQN- 243370 A.mai w M .m Ml.Avowing or wow peps I1.t11g this drawing. LM .. leeta.. .peal..of pro/omall b.,.l.ngiroOry ROL r N *M0+nolblIlty moiety Por err bolo,.Iron. U.suitability moil mao of tille drawing for my.trg.ture I.the DUB.FAC. 1.15 8311 Reset CinJe ,w.pon.lbl I bq t1 or .a ll.leg NGo Designer Per A1/TPI 1 f. ,2. Setranerlo.CA 955S For more infermetion ata till.Job's genera,leas .pegs end meed deb cite.: Fallow*.ONb 1f30fm1i SPACING 24.0" JREF- 1VMD7175Z07 ALPINE:ww..lpi,.lts.eee.TPI:ww.tpimat.org:RCA:ww..beindustry.pw; ICC:ww.lecsafe_erp THIS DOG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUOMI TIED BY TRUSS IFR. (1115042--TIMBER TECH FRAMING -BURNHAM-ASH/ BLDG 1-WEST -- ASH AND BURNHAM TIGARD - BP1) Top chord 2x4 HF #2 Truss transfers a maximum horizontal load of Bot chord 2x4 HF #2 300 # ( 160.89 plf ) along top chord, from either Webs 2x4 HF Std/Stud direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Shear Panel System: Blocking panels shall be restrained against Drag Loads: Force(#) (PLF) Mbr Start End rotation by connection to adjacent panels. Each panel shall be Case 1: 300 160.89 TC 0.00 1.86 0 connected to each adjacent panels for the same PLF magnitude load as 300 BC 0.00 the drag load stated. Provide lateral restraint for end webs against buckling. All panels shall be attached to the shear collector and roof diaphragm for the drag loads stated. End panels shall be attached to a suitable support for uplifts as determined by the engineer of record. 3X5 III 3X5(R) III / ■II II Rv=+\-161 plf - Rv=+\-161 plf 1-4-0 Ilia,' II f ■/ 40._41-8-0 7 3X5(R) nil 3X5 III 1"12 1-5-2 3"8 1-6-14 y+ml 1-10-6 Over 2 Supportsp # 1— `I i Design Crit: IRC2012/TPI-2007(STD) , O PRO1 PLT TYP. Wave FT/RT=296076 /4 0 15.01.t •i, Fa` ( ) ( ) +� OR/-/1/1/-/R/- Scale =.5"/Ft. Truss Components of Oregon f503)357-!11S "d'+'19IND1" MAD No FDtLIN1 ALL NOTES OW MIS MAIM G110F O 825 N 4th Ave.Cornelius OR 97 ]3 "'�""'R" F"""""'""°M""0 TD/11°""""c'°"s n'al'°'"""E n's*"ur�u• t� F,Q y TC LL 25.0 PSF REF 87175- 95758 Truss.,require extremecare in rabric.ting. handling. .hippin0. Installing and bracing.Refer to end follow 19575 P 9 the latest edition of RCSI (Ibillaing Conea•..nt Safety Inferamtla...by lel and PICA)far safety practice.prier l TC DL 10.0 PSF DATE 12/14/15 to porfarming these.codons. Installers shell provide temporary ereting per.CST. Unless noted otherwise, — top chord shall have properly attach.structural shooting and bottom chord Isbell haves properly attached /n BC DL 10.0 PSF DRW CA115R7175 15348225 idilkke rigid ceiling. Locative Mhos,for permanent lateral afnt of web.shell have braininstalled per SCSI / ,4 � ,.cclaw nae 87 er 810, w applicable. Apply plat.. e.a roce of ogee positionas,hewn meow ed on 1=14/2015 ._laird Dotalla, unless natal otherwlsa. Refer to drawing.ISOA-z for standard plate position.. BC LL 0.0 PSF CA-ENG BFR/GWH Algins, a division of I.'eildi.g Conoenentw Cr*Inc. shell mot be reaponwlble for ahry deviation frame tine Q OREGON drawing. any failure to build tion truss ,n conferment.with ARSI/TPI 1, ew for handling. shipping. AN Ir'WCOMR4Mf lhnt.lintion I breclrg of trusses. r TOT.L0. 45.0 PSF SEQN— 241099 A WI M Mia*melee of aavmf pogo listing MI.Orwlinqg Indlaatae aaa.pe.la.Of prN...la.ml.n.ln..ring1,,9„:40.200911' r..pa..lblllsy calmly for the Ylgn sheen. the wlryal(Ity end uw of thio drwlng for any.tnaator.1a the — 8351 RnvyaCncle rwapwmlbdnty at the'eliding D.signor par N61T1 r Aae.2. ` .H� OUR.FAC. 1.15 FROM FP - — Sac.Antmo.CAysFm Fer more inforwtron ado this Jobs general net..peg.and t.,ow<web sites: R.n.wODAG morlor7 SPACING 24.0" JREF- 1VMD7175Z07 ALPINE: ww.ahplwite.saw: TF1:wmw.tpient.org:RICH:ww..ecIndustry.ow: ICC:www.lccaare.orp THIS DWG PREPARED FROM COMPUTER I WUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115042--TIMBER TECH FRAMING -BURNHAM-ASH/ BLDG 1-WEST -- ASH AND BURNHAM TIGARD - BP2A) Top chord 2x4 HF #2 Truss transfers a maximum horizontal load of Bot chord 2x4 HF #2 519 # ( 300.00 plf ) along top chord, from either Webs 2x4 HF Std/Stud direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Shear Panel System: Blocking panels shall be restrained against Drag Loads: Force(#) (PLF) Mbr Start End rotation by connection to adjacent panels. Each panel shall be Case 1: 519 300.00 IC 0.00 1.73 connected to each adjacent panels for the same PLF magnitude load as 519 BC 0.00 S . the drag load stated. Provide lateral restraint for end webs against buckling. All panels shall be attached to the shear collector and roof diaphragm for the drag loads stated. End panels shall be attached to a suitable support for uplifts as determined by the engineer of record. 0.5 3X5= 1.5X4 Iii ma Rv=+\-300 plf Rv=+\-300 plf 1-7-1 1-7-15 li ■ .___- II / +41-8-0 / 3X7(R) III 3X7 iii 1"12 1-7-0 } 1-8-12 1-8-12 Over 2 Supports 1' 1 Design Crit: IRC2012/TP1-2007(STD) ..SO PROpp. PLT TYP. Wave (( )) FT/RT=2%(0%)/4(0) 15.01.Pit 41tt OR/-/1/1/-/R/- Scale =.5"/Ft. Truss Components Coinellus OR5971137•_1IS '•11ARtItNa1••REPO RA POLLEN AlL onus a MIS LUDRIO N a 1 �.� p REF R7175.. 95749 825 N 4th '• IARw1aA IRIS DRAWN.10 ALL 110a1MClallg laCl4Rlaa 711E IAtTALL6a. U' 1, TC LL 25.0 PSF yr...require extreme care In fabricating. 1�7BP �•Sanely g. shipping. installing an„bracing. as Refer to and.elle, TC DL 10.0 PSF DATE ' 12/14/15 the performing edition of nett (Building Installers ltt Cpshe l prov leforrser.r by TPI ape ItSCSI ss tedeoot er prier ', to irchord she thaso(properly. terhodtr churl provide ng end abY bracingho Per allSCSe a properly r noted attached - ggilik64, toprig moea.MLI have properly Mown permanent ral restraint bottom enontl shall have a PrbP.11.[per SC �- % BC DL 10.0 PSF DRW CAUSR7175 15348202 rigid ceiling. Lncatlaro Nltan/or persr,nent lateral rim Int er.cps sMll Mw bracing 4Mesl/ed per SCSI sections 63.97 or e1o, sppllcable. Apply platen to each of truss soma position as whorl above and on 1 o'14/2015 A-_.�[1 N f FE M ft.he Joint petal unless noted otherwise. Rarer to Erowi ps 18Mpositions._Z for etaneerd plate positions. OREGON BC LL 0.0 PSF CA-ENG BFR/GWH ' \V' Alpine, a division or ITR guild. l components Group Inc. shall not be responsible for only deviation from thio drawing. any failure co build the trims In conformance with ANSI/TPI 1,or for handling. shipping, AN ITW COMPANY motel lotion A bracing of truss.. 1,041'4.20:440P e'in,zp,40P TOT.LD. 45.0 PSF SEAN- 241080 A Girl eq Ohl.drawing or error pegs listing this di-swine. melee(...0 V,1.d ef gfot y. .engineering O5 T --- responsibility wle1Y for yr design shown. The aaltability end aim of thl•dremI g for any.tn.e.le the a —_ lti51 Rmpro Circle name-^'pl l'ti of the w11dlo.Designs per A1a1^Pl 1 swag• DUR.FAC. 1.15 FROM FP SacnseveAo.CA 594428 for erre information ww this job's general n..tee page and the.web.Itw: RSnewal Data eramao» SPAC 1 NG 24.0" JREF- 11/M07175207ALPINE:w�w.elplrrelte.oaMA:: TP1:wwe.tpinst.org. A:wee.eboinduwtry.co.: ICC:ww ..org .ltenor THIS CMG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115042--TIMBER TECH FRAMING -BURNHAM-ASH/ BLDG 1-WEST -- ASH AND BURNHAM TIGARD - BP2B) Top chord 2x4 HF #2 Truss transfers a maximum horizontal load of Bot chord 2x4 HF #2 559 # ( 300.00 plf ) along top chord, from either Webs 2x4 HF Std/Stud direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Shear Panel System: Blocking panels shall be restrained against Drag Loads: Force(*) (PLF) Mbr Start End rotation by connection to adjacent panels. Each panel shall be Case 1: 559 300.00 TC 0.00 1.86 �` connected to each adjacent panels for the same PLF magnitude load as 559 BC 0.00 .1� the drag load stated. Provide lateral restraint for end webs against TY� buckling. All panels shall be attached to the shear collector and roof diaphragm for the drag loads stated. End panels shall be attached to a suitable support for uplifts as determined by the engineer of record. 0.5 3X5---- 1 X5=1.5X4 Ill MN 1-8-0 Rv=+\-300 pif1-8-15 E Rv=+\-300 plf ,: :/ 41-8-0 3X7(R) Ill 3X7 iii 1"12 1-5-2 1-6-14 1-10-6 Over Continuous Support r —I Design Crit: IRC2012/TPI-2007(STD) AED PROF PIT TYP. Wave FT/RT=2%(07.)/4(0) 15.01.' t 1rt 'NS OR/-/1/1/-/R/- Scale =.5"/Ft. Truss Components of Oregon 1503)357-.118 •m•ANIN01••ROAR No FOLLOW ALL NOTES OW sols DAMIN617t1` F • szs N 4ih Ave,Comehus OR 971 13 a'"'^O"'N'r" F" " " '"' ' "'" '" TO"'�0011*"C701f �" R 1N '"i/ rALLEp. C? .Q y TC LL 25,0 PSF REF R7175- 95750 Trusnes require extrema care In rebricecinq. nendi,rg. li.ppleg. installing.. bracing. Refer to end follow 16676 P the latest odltlan of 11C01 (Sullairo Component_Sorely In orwanon, by TPI wee RCA) far safety prectlove prior /, TC DL 10.0 PSF DATE 12/14/15 „ o performing thee.functions. Installer'.snail provide ta4erery bracing per%SI. Unless noted etnerwisa. Odillihk tap chore snail nave properly n tache0 Structural*h.atning s bottom chord shell nava a properly attactanl /- BC DI 10.0 PSF DRW CAUSR7175 15348204 Freie coiling. La..tle,e Naw,for permanent 1 1 restraint of webs shell lave bracing Installed per RC51 l1 aaetlens 03.07 or 010. es applleeblo. Apply plates to oath face o1 truss end position es*lean*Dove aid on I .14/101 5 L O)[1 N cho bint:-.-,„::-....--..-7.—..7.:,--- Dates:,, ales.,etoa ouar.l:e. Rarer t.Or—..—.7:-.2.---, -ing.7DDA-:Wer etNaera plata p«Itiena. IOREGGOINJ BC LL 0.0 PSF CA-ENG BFR/GWH raping,a ei/illur or Ibu build he truss I con Gong Ir . ll not hof rorfo1h n For Ny ewiwticn Erma to,9 drawing.Any/Allure W Du 110 Lhe cru»In eenferwo,cw wf[h A1151/yPl 1,or/or handling. snipping. � - AN IrWCOMPA.NY i.atoIInticn 0 Draol,g of tree.... 1,4116240.3M,101* TOT.LD. 45.0 PSF SEQN- 241082 A meal en Ohl.wwlne. ewer page 1lstI, aim srwlry, la/laatm0....ptawn se profess/Dns:engln ening - ..syoalblllty solely fey the Mien sheen. The..habil lty end aae or tesla tlrwlwg ter any ammeter*Is the 8351 Rotex Circle ..epoalbll Ity.f..e SWIM.,Designer per N131/TPI 1 W...2. 0� OUR.FAC. 1.15 FROM FP S.aament°.CA958211 Tor more infaraatlon flee this Jabs cameral nates page end theme web alto.: Renewal l>.I.erao(2o» SPACING 24.0" JREF- 1%11)7175207____ NEpa ALPINE: w..lp,neit..ces: TPI:wee.tpinat.erg:RCA: we..Menewr. lntry.com: ICC:. .leeea .org THIS DIG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115042--TIMBER TECH FRAMING -BURNHAM-ASH/ BLDG 1-WEST -- ASH AND BURNHAM TIGARD - BP2C) Top chord 2x4 HF #2 Truss transfers a maximum horizontal load of Bot chord 2x4 HF #2 559 # ( 300.00 plf ) along top chord, from either Webs 2x4 HF Std/Stud direction, to supports where Indicated. Diaphragm and connections are to be designed by Engineer of Record. Shear Panel System: Blocking panels shall be restrained against Drag Loads: Force(#) (PLF) Mbr Start End rotation by connection to adjacent panels. Each panel shall be Case 1: 559 300.00 TC 0.00 1.86 -'03°C.1) connected to each adjacent panels for the same PIF magnitude load as 559 BC 0.00 the drag load stated. Provide lateral restraint for end webs against buckling. All panels shall be attached to the shear collector and roof diaphragm for the drag loads stated. End panels shall be attached to a suitable support for uplifts as determined by the engineer of record, 0.5 1.5X4111 3X5= W- 001,11 Rv=+\-300 plf C 1-9-0 1-9-15 Rv=+\-300 plf I� - C / 41-8-0 F 3X7(R) m 3X7 tui 1"121 iL`J 1-10-6 1-10-6 Over Continuous Support I' 11 Design Crit: IRC2012/TPI-2007(STD) .Ep PROp . PLT TYP. Wave FT/RT=2%(0X)/4(0) 15.01.P - OR/-/1/1/-/R/- Scale =.5"/Ft. Truss Components ofOtegon (503)357-2118 ••MA9MtNCI••opo NB FOLLOW ML mows 9N nos wa+nlee 0df-6 'C7 825 N 4th Ave,Cornelius OR 97113 ••imorNn•• ROOM 7.11 wins T.ALL eaAmAa1DIO IIIpUpllq Mt INSIAul1R, -k, TC LL 25.0 PSF REF R7175— 95751 Trusses rngnr.*straw care ,n rabricetl.g,handling. whipping. Installing and bracing. 19876' the latest edition of Iles) es.,,dl sa Rayer to and.prior TC DL 10.0 PSF g Catpbant Safety information,D,iPl.ed.ICJ, far ..t,practices prier DATE 12/14/15 a ted performing these functions. Installers dull premises temporary braving par 9651. Unlssw noted ethanol w, 40• -i' cop chord shall have properly attached structural*Soothing and bottom chord shall Neve a properly.trached rho.,coiling. locations when for per.en.no lateral rentr.int of imp.shall have briesI g install.p per 9e51 41111114. (� BC DL 10.0 PSF ORM CAUSR7175 15348205 ALM} ,.chicon 93. 87 ar 910. as spplheable. Apply plates to wash rano of truss and position es slew„above and on I 14/2015 O the Joint Detail.,unless noted others... Ref to dreamt.1901-Z nor standard plata positions. BC LL 0.0 PSF CA-ENG BFR/GWH Alpine.a dlvlslpn of INA Building Components Group Inv..Doll not a responsible for any deviation from Orals OREGON drawing,any failure co build CM truss In conforms/nee with ANSI/TAI 1. or for Dandling, Nipping, or .y, AN ITWCC)MAENY instai,atlon A Weeof trusses. Melvin.. _raptrw� le. O.goy 190 TOT.LD. 45.0 PSF SEQN- 241084 Ales�palen Ws drosIns or ewer pow e blllty solely far to desio n low. The suitability ed raw of Chula di-owlet for etrwoMe le ve E351 R01'ana Circle rwspe wlbl l lty of a .mild/n.ohalgn.r per N61/ipl 1 1.e.Z. Ok , W•� OUR.FAC. 1.15 FROM FP Saenmento,CA 95R2R For vie,.Inform,.)an a thaw Jobs general notes pats end these web when.. R.n w.MDm.6130/2017 SPACING 24.0" JREF- 1VMD7175Z07 ALPINE;ww,alpl,eltw.c.a: TH:asw.tpinst.org:AfCA,ene.sbci Mnatry.coe: ICC: sme.leesere.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS I.DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115042--TIMBER TECH FRAMING -BURNHAM-ASH/ BLDG 1-WEST -- ASH AND BURNHAM TIGARD - BP2D) Top chord 2x4 HF #2 Truss transfers a maximum horizontal load of Bot chord 2x4 HF #2 559 # ( 300.00 plf ) along top chord, from either Webs 2x4 HF Std/Stud direction, to supports where indicated. Diaphragm and connectionsare to be designed by Engineer of Record. 0511' Shear Panel System: Blocking panels shall be restrained against Drag Loads:: Force(#) PLF) iYWr Start End rotation by connection to adjacent panels. Each panel shall be Case 1; 559 300.00 TC 0.00 1.86 connected to each adjacent panels for the same PLF magnitude load as 559 BC 0,00 the drag load stated. Provide lateral restraint for end webs against buckling. All panels shall be attached to the shear collector and roof diaphragm for the drag loads stated. End panels shall be attached to a suitable support for uplifts as determined by the engineer of record. 0.5 3X5 1.5X4 III _ .ri 8 Rv= +\-300 plf 1-10-0 1-10-15 _I_ Rv=+\-300 pIf II / 41-8-0 3X7(R) iii 3X7 iii ' 1-8-10 1-10-6 1-10-6 Over 2 Supports I' 1 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01.0,/;+-' . F,,,, OR/-/1/1/-/R/- Scale =.5"/Ft. Truss Components ofCornelius on 1503)357-.118 •aMMMwM11INIM•11FAD No roue ALL ININA a MIS Ww1M1 1 N u'Z REF R7175- 95752 825 N 4th Ave,Comehas OR 97l 13 "1 I�TMlf MEM TO ALL WI1f1MCTdli INCLUDING M INSTALLERS. aC E.O. O TC LL 25.0 PSF Trusses require entree ere In rsSrIcetlny.handling. Walsh,. i tall1.g a..d bracing. Meter to.nd tell°w the latest edltlen er SCSI (BuildingCamp*Safety Info.a.tion. by TPI end UCA)for safety practises prix 19676• 9 TC DL 1 0.0 PSF DATE 12/14/15 to performing these functions. Installers shell provide temporary brachy per SCSI. Unless noted otherwise, tar.Cord shall neve properly attached.tructdral ameetblfg and bottom chord Shall leve a prep.rly attached rigid telling. beetle..sheen for permanent 1°ters1 restr'a.et ear Webs shall neva broom.,Installed per PGS /- BC DL 10.0 PSF DRW CA1.15R7175 15348206 l�� section°n.e7 or SIU.as tppllcabIo. Apply platen to each face or truss end position as shown above ad on All I7 tb!tint Oet.;I.. .solo.noted et„er,Ia. .art to dr°.iny.,a7A-S r°r st.,d°rd Dist°poalth°ns. 1 '14/2015 BC LL 0.0 PSF CA—ENG BFR/GWH r— Alpine. a eh vi olur or ITS build the truss in.nt.Group Inc.sho11.not a for foelsIo for e.ns dppietlon roan this drawing. any foil..',to build the/Ills, In caorerannt.with ANSI/Til 1. or ter ha.dllt5, shipping. h OREGON AN 17W COMMNT instal lotion A braah.g of truss. . TOT.LD. 45.0 PSF SEQN— 241086 •...1 de MIa droving or.sow pogo 1101.!this droving. Indle f...•.eptarn.or praf1.lee.l.ryll..rlrp 9 A.20,10# x361 Roma Cole r'apeelbl/1ty solely r n..dueler.sheen. 7l..1J1 11 KT who a..N a1e drel.g far any eta.......la a. ROL p T N�, DUR.FAC. 1.15 FROM FP r..pwnalblt My ear w'allele.4al.par per ANSI/711 1 Seca. Sacummoo.CA9MM ALPINE:We.lpi..lt..�`WWI:e°:.`.spin'.°t...Mfg".7cA::.:..b°i'°e,uty al ICC:altos: .. .oryRa1ls.vdl Od1y QQOP20t7 SPACING 24.0" JREF- 1VMD7175Z07 THIS DING PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SU1MIT7E0 BY TRUSS MFR. (1115042--TIMBER TECH FRAMING -BURNHAM-ASH/ BLDG 1-WEST -- ASH AND BURNHAM TIGARD - BP2E) Top chord 2x4 HF #2 Truss transfers a maximum horizontal load of Bot chord 2x4 HF #2 559 # ( 300.00 plf ) along top chord, from either Webs 2x4 HF Std/Stud direction, to supports where Indicated. Diaphragm and connections are to be designed by Engineer of Record. Shear Panel System: Blocking panels shall be restrained against Drag Loads: Force(*) (PLF) Mbr Start End rotation by connection to adjacent panels. Each panel shall be Case 1: 559 300.00 TC 0.00 1.86 connected to each adjacent panels for the same PLF magnitude load as 559 BC 0.00 (\::6'°' the drag load stated. Provide lateral restraint for end webs against buckling. All panels shall be attached to the shear collector and roof diaphragm for the drag loads stated. End panels shall be attached to a suitable support for uplifts as determined by the engineer of record. 0.5 ____ 3X5==- 1.5X4 X5=1,5X4 III / °ii _ 1-11-0 Rv=+\-300 plf 1-11-15 l Rv=+\-300 plf lif_ : , V / i +41-8-0 3X7(R) ill 3X7 III • • 1"1214 1-8-10 1-10-6 1-10-6 Over Continuous Support I- I Design Crit: IRC2012/TPI-2007(STD) • PR•F PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01.+ F OR/-/1/1/-/R/- Scale =.5“/Ft. Truss Components of Oregon (503)357--2118 ..1101111111111” NEM ANO Fats ALL NOTES ON nut NIgNHIGI 4:3"4E.4 "4E. i0 825 N 4th Ave,Cornelius OR 97113 .. ••INPQMin.. FAMISH'Ms waive To ALL min cTMe INcLuDim THE INRALLINS. d t1 F4/ y IC IL 25.0 PSF REF R7175.. 95753 Truesre.v ..-.lrs...rem.cIn Pibritating.handling,shipping, Itnt.11 ing and bracing. Rarer to end rolls 1957$• -- the 1 edition of SCSI (Building Component Safety Inform..Ion. by TPI end RICA) for safety practices prior TC DL 1 0.0 PSF DATE to performing these function, Installers sell provide temporary treeing per SCSI. Illness noted otherwise, %r 12/14/15 tap.hard stall Ipso properly atteuhed structural sheathing end bottom chord.hell have a properly attached BC DL 1 0.0 PSF rigti coiling. Locations sheen for per.epnt lateral r tr int or webs.hell have bracing inst.ilad per SCSI 44110.- --.. DRW CAUSR7175 15348207 &S.O7 or 510, ppli.abl.. Apply plates to each f.ne of truss end position.s sh.ei above and an A�� ,. g.teil.,in les.natal.thc.iso. Rn: 7.77.:::,700:',.:7 rwl g.,.PA_:far*""'7.7.°:- te d.rd plate pe.itlsa. 1 .14/201 5 BC LL 0.0 PSF CA—ENG BFR/GWH J—' I Rlpi , s mviaan In Ru,Icing ep.owinno Croip I.e. shun n.reepen•iele for any d.oi,tion fro.til. OREGON ao build the true. In conCor...nc.with ANSI/TPI 1. or for ba.dli,g. shipping. AN ITweoun4NY Installation Asing. any fbraving.r true..,, .4 TOT.LD, 45.0 PSF SEAN— 241089 a seal On n-i.growing.f error OM*listing tate dMlry. Iligle.tw maestros'of pn?...len.l engineering 9R t. .4 20.100 • rep hneIblllty wifely far the Melte.Hemi. The cult bility w u.e of this drawing rot soy structure IS tlia 5351 Rmaria Cimk ...pr+lbl I Itg of the Swilling g.aS.er per ANSI/TVI t s.e.A. Ot ,N OUR.FAC. 1.15 FROM FP Sacramento,CA 95R28 Formemo te..r..t TPlewe .tpIJahnsgerer.l notes pew rytsee.ab:se .ltt.afe.arg RMnwalDdeeroonot1 SPACING 24.0" JREF- 1VMD7175Z07 MPIMt:.w.elPr.i ittoe0: TPI: a this ut.org,RCA:ew.fbcifi en is THIS CMG PREPARED FROM OUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS IM"R. (1115042--TIMBER TECH FRAMING -BURNHAM-ASH/ BLDG 1-WEST -- ASH AND BURNHAM TIGARD - BP2F) Top chord 2x4 HF #2 Truss transfers a maximum horizontal load of Bot chord 2x4 HF #2 559 # ( 300.00 plf ) along top chord, from either Webs 2x4 HF Std/Stud direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Shear Panel System: Blocking panels shall be restrained against Drag Loads: Force(#) (PLF ) Mbr Start End 1;0rotation by connection to adjacent panels. Each panel shall be Case 1: 559 300.00 TC 0.00 1.86 connected to each adjacent panels for the same PLF magnitude load as 559 BC 0.00 the drag load stated. Provide lateral restraint for end webs against buckling. All panels shall be attached to the shear collector and roof diaphragm for the drag loads stated. End panels shall be attached to a suitable support for uplifts as determined by the engineer of record. 0,5 - 1.5X4 iii 3X5=- --........ 1 /Tr • moo 2_0_0 Rv=+\-300 plf 2-0-15 Rv=+\-300 plf 11 1. / 41-8-0 F 7. 3X7(R) m 3X7 ISI 11.4_.12 y 1-8-10 I I 1-10-6 I 1-10-6 Over Continuous Support I- `1 Design Crit: IRC2012/TPI-2007(STD) . . 1 PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01. .' 4 F OR/-/1/1/-/R/- Scale =.5"/Ft. • Truss Components of Oregon (503)357-.,1I8 ••11ARMtNSI ee Imo AND FAWN Au-am ON INIS DOMING! pj �N R25 N 4111 Ave,(OlnelruS O 971 i3 Trusses ••MpalrrAn•• NaRlnal TIM MAIM'>o Aly TENnlAe11A1 INCL111IAo TIE IMATAUAA. �` 1%G f 4'Q O TC LL 25.0 PSF REF R7175- 95754 require extreme care in fabricating.handling, shipping, u1,ov end bracig. Rarer to rem follow imrim TC DL 1 0.0 PSF DATE 12/14/15 the latest edition of SCSI Wilding component Safety Information. by TPI anon RICA„for safe.,phantom or.., , to performing theme functions. Installers.hell provide temporary bracing per SCSI. Unless noted otherwise. , /I , haye top.hare shall hew properly....coed structural sheathing mole Settee chord shall love•properly attached BC DL 10.0 PSF DRW CAUSR7175 15348208 rigid oiling. Locations shown for merwn.ennt lateral restraint or webs shall Mee braving installed per SCSI 41111All ,UpI section,u.1and T or 1510. as applicable. Apply pieta.to omen race of truss aposition as shown.bore and on 1 n the Joint Octane. unless noted otherwise. Amer to drawings 1110A-2 for ate,more piece positions. 1:'14/2015 BC LL 0.U PSF CA-ENG BFR/GWH Alpine,a ei inion or ISR Building Components Group Inc. swell not W responsible for pg deviation AAAA comp. OREGON t� drawing. an,railere to build the truss In conferwurr with A/LSIIT►I 1, or for handling.shipping. TOT.LD.LD. 45.0 PSF AN rilNCOMPANY in.ta„st,on A bree,ng tri„„.. .d SEQN- 241091 A meal en W.droving or moor pada 11st11w this droving. IMlmetme wsswptanoo of profs...lanal wcln.rlri If 'ION.20,1o� r m ovenolbl l Ity wifely for lino nMlgn Mewl. Thr dvltability sem um.of We Mswl„g ler any merwwwRa la Ow "-- r•wpona,s,l,tyofewe.nnlahg gwlgnor per AN11rn11ase.:. ROL N� DUR.FAC. 1.15 FROM FP .I 5351 Raw;Circle 1 Sacramento,CA 95525 for mer. information hgrnotes pogo wed these..b altos: ww.a1pin•icw.com;TPI:.r,tp,vse.o.rq. IRCA: w.abciedwtry.vaw: ICC:wma.Yoemefe.org Renewal Oda 04012017 SPACING 24.0" JREF- 11.4107175207 e THIS DRG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115042--TIMBER TECH FRAMING -BURNHAM-ASH/ BLDG 1-WEST -- ASH AND BURNHAM TIGARD - BP2G) Top chord 2x4 HF #2 Truss transfers a maximum horizontal load of Bot chord 2x4 HF #2 559 # ( 300.00 plf ) along top chord, from either • Webs 2x4 HF Std/Stud direction, to supports where Indicated. Diaphragm and connections are to be designed by Engineer of Record. Shear Panel System:.Blocking panels shall be restrained against Drag Loads: Force(#) (PLF) Mbr Start End rotation by connection to adjacent panels. Each panel shall be Case 1; 559 300.00 TC 0.00 1.8615T- if' ... connected to each adjacent panels for the same PLF magnitude load as 559 BC 0.00 0 the drag load stated. Provide lateral restraint for end webs against buckling. All panels shall be attached to the shear collector and roof diaphragm for the drag loads stated. End panels shall be attached to a suitable support for uplifts as determined by the engineer of record. 0.5 1.5X4 III 3X5= / ; um Rv=+\-300 plf 2-1-0 2-1-15 Rv=+\-300 plf �— 1�! . .... ■ 41- 8-0 3X7(R) ill 3X7 iii I 1 14, 1-8-10 0.i I 1-10-6 1-10-6 Over Continuous Support Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2'4(096)/4(0) 15.01.;i •+' - F OR/-/1/1/-/R/- Scale =.5"/Ft. *MARRING READ Ate FOULS/ALL NOTES ON MIS ORAWNGI TC LL 25.0 PSF Tess Components of Oregon 1503357-2118 / 825 N 4Th Ave,Cornelius OR 97/l3 Trun "1 +�'• F1Rg1191 MIS PANNING To ALL TaNr,Nlelo4l INOLgbI11g THE INETALtFJa, 41311444.� O y REF 87175- 95755 nen require straw..ere In r.Mlwtl.g.handling. shipping. Installing and hawing. Refer to and follow 19615P — the"Most edi then of KSI lguildlng Component Safety Information. by t1.1 end NTCSI for..rely datleprier et. TC DL 10.0 0 PSF DATE 12/14/15 to In/Metter.parforming these functions. Intter.shell provide temporary brec Ing per um. Unless noted...there's, ! I top chord shell ease properly attached structural sheathing end bottom chord shall hove a property otteehed rigid telling. Leet inns Hewn for parliament lateral rwvmlM er nobs eh.il Peva eras'no installed per Kg J 1, 4401111 BC DL 10.0 PSF •DRW CAUSR7175 15348209 lection.B7.117 or 810. aA apptitele. Apply plates to each face or trust and position a.Oman toes.who on �� 1 ' the Joint Details,un{».nate%:terms.. "sr.' ta drwlrga 116oA-Z for etaedar%plat.'withs. I-14/2015 BC LL 0.0 PSF CA-ENG BFR/GWH A 11_1E1N l� Alpine. e dlfiller Of Ubu Sul lh truss inscon Groep ins. .ell net be for for bin ren any wpinilen fr. inn1. dressing. any M1l lure to Wild the lawns In conformance.lila ANSI/TPI ,. .x for handling. shipping. m OREGONAN rrW COMPANY ...Let...,I,bracing of trueees. . A vel en hole PPMIn1.1. ees ermine. .taa r sg.IIIn/tele ermine. In.hlweepWw a of yr fseell wglnwring IAN" n.2C Vile � ` � TOT.LD. 45.0 PSF SEAN- 241093 reeeaelSI lily.slaty rue wShp*mien Mean. The a.le•blllty air We of whin droving ler eft structure i.W RJ$I Roma Cbde re.p•n.lblllfy eft,.gpling Designer per AINI/1Pt I Sec.'. OC 1 T DUR.FAC. 1.15 FROM FP Sacramento,CA 9552% fee more Information ae tot.Job,.general m e.papa and thee&web sites: — ALPINE:en..alpin.lt..te.: WI,wee.oyww :net.erg:RCA,e .abeinde.tey.er ICC: —.leowfe.ergRtllgwel cedeRIlOf2M7 SPACING 24.0" JREF- 1 VM07175207 THI 5 DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENS IDNS) SUBMITTED BY TRUSS MFR. (1115042--TIMBER TECH FRAMING -BURNHAM-ASH/ BLDG 1-WEST -- ASH AND BURNHAM TIGARD - BP2H) Top chord 2x4 HF #2 Truss transfers a maximum horizontal load of Bot chord 2x4 HF #2 559 # ( 300.00 plf ) along top chord, from either Webs 2x4 HF Std/Stud direction, to supports where indicated. Diaphragm and �: connections are to be designed by Engineer of Record. Shear Panel System: Blocking panels shall be restrained against Drag Loads: Force(#) (PLF) Mbr Start End rotation by connection to adjacent panels. Each panel shall be Case 1: 559 300.00 TC 0.00 1,86 .4c45. connected to each adjacent panels for the same PLF magnitude load as 559 BC 0.00 the drag load stated. Provide lateral restraint for end webs against buckling. All panels shall be attached to the shear collector and roof diaphragm for the drag loads stated. End panels shall be attached to a suitable support for uplifts as determined by the engineer of record. 0.5 _ 1.5X4111 3X5= ------_:// 1 Z il ____mjs Rv=+\-300 plf • 2-2-0 2-2-15 Rv=+\-300 plf 1411 / +41-8-0 3X7(R) i11 3X7 III 1"1 2_ 1-8-10 1-10-6 1-10-6 Over Continuous Support PLT TYP. Wave Design Crit: FT/RT 2(0 )/4(0) D) 15.01.' S PROF`IA. OR/-/1/1/-/R/- Scale =.5"/Ft. Truss Com nents ofOregon 503 357-;IIS •• tNGl••WAD Am FathN All MOTES CO THIS owINACt d114 O TC LL 25.0 PSF R25 N 4t Ave,Cornelius O 97 13 ••IWRMf•• MINIM THIS MINING Tl ALL CONTNACTma Iw7ml.g WE INSTALLERS. C "R. REF 87175— 95756 Trusses require•straw care in fabricating, handling, sipping. installing and bracing.Refer to ane fells 111676E 41 7IC DL 10.0 PSF DATE 12/14/15- th. 1 edition er BCSI (Building Component Selly Information. by TPI MICA)for asfaty pr.cticar prior to performing thew functions. Installers OM 11 provide temporary bracing per SCSI. Nn1ws whaled otherwise. —� top chord Mall have properly attached structural sheathing and bottom chord Mall have a properly octacned rigid ceiling. Locations Ow.m for permanent leteral restraint or wan shat.neve bracing Installed per SCSI ani�n (/ ' BC DL 10.0 PSF DRW CAUSR7175 15348210 aectlens B3. BT or BID. as applicable. Apply plates to each foam of truss end pesitlen ms sheer above and on l�,i4fLOl 5 /t n o��^ , t a Details. lean noted olio 1,.. Refer to a..Ingo,BOA_z for mtand.rd plata P•altle a. BC LL 0.0 PSF CA—ENG BFR/GWH �i IBJ—' 1 �I Alpine. a division of ITV Building Coywwnt,Grow Inc. shmrlt net be responsible for any devietlsn from this OREGON drawing. any fellow•to build the trues In conformance with MSI/TPI 1, or for MMdlirg, Mapping, a� AN ITW COMADANY Instal lotion I bracing or treasaa. 'V *N. a 2 9 N� TOT.LD. 45.0 PSF SEAN— 241095 A awl an ala drwl,g or dew gage'lacing tel.drawing, Indle t..ew.pte nw.f prefw.lewl orglnwring -- U� rwpn.lbi l la o.I•I$for in.**Ion sewn. The...pini I lay end cc.er tele drawing for any penton.I.one 1. DUR.FAC. 1.15 FROM FP $351 Roma Circle nwremelblllty wf Vs Mullein.Da.lpn.r per NIBi/t►i I$...s. Sacramento,CA 95A111 for mere infer—tion see this Job's general notes peg-and thaw web sites: RsngwglDA.S1$&2O�T SPACING 24.0,' -REF— 1VMD7175Z07 ALPINE:am•.aleinsacw.eom: TPI:myw.tpinet.erg:BMA:ericsb lndustry.com: ICC: esw.itttife.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115042--TIMBER TECH FRAMING -BURNHAM-ASH/ BLDG 1-WEST -- ASH AND BURNHAM TIGARD - BP2K) Top chord 2x4 HF #2 Truss transfers a maximum horizontal load of Bot chord 2x4 HF #2 519 # ( 300.00 plf ) along top chord, from either Webs 2x4 HF Std/Stud direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Shear Panel System: Blocking panels shall be restrained against Drag Loads: Force(#) (PLF) Mbr Start End rotation by connection to adjacent panels. Each panel shall be Case 1: 519 300.00 TC 0.00 1.73 connected to each adjacent panels for the same PLF magnitude load as 519 BC 0.00 the drag load stated. Provide lateral restraint for end webs against buckling. All panels shall be attached to the shear collector and roof diaphragm for the drag loads stated. End panels shall be attached to a suitable support for uplifts as determined by the engineer of record. 1.5X4 of 3X5= I Rv=+\-300 plf j Rv=+\-300 plf IIIFA. 2-3-0 if I. in/ Y 41-8-0 3X7 R) iu 3X7 ni 1"12 1-7-0 H 1-8-12 -I 1-8-12 Over Continuous Support i` I Design Crit: 1RC2012/TPI-2007(STD) p PROP PLT TYP. Wave FT/RT=276(0%)/4(0) 15.01.9 FSs, OR/-/1/1/-/R/- Scale =.5"/Ft. — Truss Components of Oregon 1503).357-:118 'aW+iINDI••Roo no roues Au.WKS Pi nuS ON NICI �9 �1�1.%ek • TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 ' r" FURNISH THIS OMNI=To ALL CONIRICIO1s ICLWIMO LITE INSTALLERS. AQ REF R7175— 95757 "a' t Trusses require ortrwe cars in fabricating,handling, shipping, loft.)ling weld bracing.Refer to one feline 19575P- the latest edition of SCSI Wilding Component Safety Iwforwtlon,by TPI and.RTA) for safety practices prier I TC DL 10.0 PSF DATE 12/14/15 to porforeing theae nolo loin. 1n.tellar.obeli provide temporary breci.9 per SCSI. Unice.noted otherwise, top chord shall have properly attached structural nll..thing and bottom chard shall have a proper) rigid toiling. Locative,.shown for perwwmt lateral restraint or webs shall have bracing installed SCSI #_ % BC DL 10.0 PSF DRV/ CAUSR7175 15348211 All i�1�)� sections S3. S)or Did. .s app)feeble. Apply plate.,to de tech twee of tartrussst0no pooltiers...11pw..above.id en /2 tin Joint Details.•leae noted sable.otherwien. Refer to draelryp TMM-Z for.tandere plate petitions. 1 14/1U15 rea.po..albi-for any deVistion.from this OREGON BC LL 0.0 PSF CA-ENG BFR/GWH Alpine, .division of Ibu Sd the tram. in Group Inc.Ino.h AN not be tlr.elrg, wiry failure to build the t.v.. In aanfor.enc.with NISI/IPI 1.or for handling.'hipping, -- AN ITW COMMNY ln.tallwtie.,I treeing of trusses. 9ROt,R sz9n 19� TOT.LD. 45.0 PSF SEQN— 241097 awl,w A l this drawing or soar pop 11.1195 em•dtwln0. InSb At...Mgwl tp..r prar...lan.I.glwwrIn0 fn.pernlb111ty..Poly for the deaden sheen. On wltIbl ILy one use.r Olga drwthp ref any.sra..{.wt ie oho 1051 Rmw CigJc rempnlaq llgty ofe Pwl Hrw ln.OnalSper ANSI/T01 I sae.!. + + A144 DUR.FAC. 1.15 FROM FP Sacramento,CA 1S F.f per.Inrorwwtlon fee this Jo.s gens.,not.s peg.ad.,.....wb alt..: Rsn. .IDate eI3oi2o17 SPAC 1 NG 24.0" JREF— 1VMD7175Z07 ALPINE:ae.alpineitw.aw:7P1:ww.tp irnt_erp; RG,www.simindustry.com. ICC: en..leewfe.org THIS OPG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115042--TIMBER TECH FRAMING -BURNHAM-ASH/ BLDG 1-WEST -- ASH AND BURNHAM TIGARD - BP3) Top chord 2x4 HF #2 Truss transfers a maximum horizontal load of Bot chord 2x4 HF #2 300 # ( 160.89 plf ) along top chord, from either Webs 2x4 HF Std/Stud direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Shear Panel System: Blocking panels shall be restrained against Drag Loads: Force(#) (PLF) Mbr Start End .150?. 1 ' rotation by connection to adjacent panels. Each panel shall be Case 1: 300 160.89 TC 0.00 1.86 connected to each adjacent panels for the same PLF magnitude load as 300 BC 0.00 the drag load stated. Provide lateral restraint for end webs against buckling. All panels shall be attached to the shear collector and Truss must be installed as shown with top chord up. roof diaphragm for the drag loads stated. End panels shall be attached to a suitable support for uplifts as determined by the engineer of record. 3X5 III 3X5(R) ill • Rv=+\-161 plf 1 Rv=+\-161 plf III, 1-6-7 Il 11��_ .� 41-8-0 3X5(R) lu 3X5H1 Y 1 12 1-8-10 l`� 1-10-6 1-10-6 Over Continuous Support Design Crit: IRC2012/TPI-2007(STD) _0)PROFF PLT TYP. Wave FT/RT=2%(076)/4(0) 15.01.A.. 1 ' o * Si>O OR/-/1/1/-/R/- Scale =.5"/Ft. Tmss Components of Oregon f503)357--118 „I ”WARN� IMeI" REPO"'n FOLLOW 1'u"°'c'°"nos mum' 0 rQ 9 TC LL 25.0 PSF REF R7175- 95759 A25 N 41h Ave,Comehus OR 97 13 MM THIS AROMA TO ALL CONTACT='"mins THE INTTAL EAS. 19675• Trusses require extreme core In fabricating. handling. snipping. installing and end . bracing.gofer to d follow trr the I.tnSCSI .. (t edition of (building Ce,peer.t Safety Infern.clen, by TPI out Slut)for..!sty practices Prier �l TC DL 10.0 PSF DATE 12/14/15 to performing nese ru.etlens. Installers shell provide temporary braining per SCSI. Unless noted othermlw. tap Mord shell have properly attached structural aleethirg waw bottom chord s1,011 have a properly att.e11,0 rigid ceiling. Locations shoes for perm hent lateral r.atr.int or.obs iniad haw breelrg installed per ecsl BC DL 10.0 PSF DRW CAUSR7175 15348231 sections 113. n or Blp.as appl Icabne. Apply plot.to each r.oe of trim..nd po.ltlon.shown.b.we end on 1-14/2015 A 0 0 N I the JointPatella. unless nete0 otherwise. Refer to Crawi,gs 1110A-2 fpr standard plate positions. J Alpine, a division or In Building Campo.ents croup Inc. shell not be responsible for any de.l.tien from this OREGON BC LL 0.0 PSF CA-ENG BFR/GWH drawing, any failure to build the truss in conferments with ANSI/TPI 1,or f.handling, shipping, AN IT-W COMPANY Instal I A bracing or trusses. '9 `•a.2O.1 ° TOT.LD. 45.0 PSF SEQN- 241101 "r.AAA,P b!Ilty ee^Iy'f: ign mann.''The eu�`IIl*y.`.y».',"droning far ads et w',:',. �Pp�B A►� 8751 Roma Circle ^+-elbl 1107 oP the building$0.l-erper""'^" ''...2. DUR.FAC. 1.15 FROM FP Sacramento,CA 95132R For more Information see tole Job's general notes pope and these web alto.. RNnew.I Dad.&E0r2017 ALPINE:.w.elpinolt..cwl TPI.ww.tpio.t.orgt RCA:w,.sbclndu.try•co.; ICC: ww.1 .org SPACING 24.0" JREF- 1%107175207 THIS DIG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115042--TIMBER TECH FRAMING -BURNHAM-ASH/ BLDG 1-WEST -- ASH AND BURNHAM TIGARD - BP3O) Top chord 2x4 HF #2 Truss transfers a maximum horizontal load of Bot chord 2x4 HF #2 250 # ( 134.08 plf ) along top chord, from either Webs 2x4 HF Std/Stud direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied Drag Loads: Force(#) (PLF) Mbr Start End per IRC-12 section 301.5. Case 1: 250 134.08 TC 0.00 1.86 250 134.08 BC 0.00 1.86 Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Truss must be Installed as shown with top chord up. Shear Panel System: Blocking panels shall be restrained againsti d5q.."))-- I' rotation by connection to adjacent panels. Each panel shall be connected to the adjacent panels for the same PLF magnitude load as the drag load. All panels shall be attached to the shear wall and roof diaphragm for the drag loads stated. End panels shall be attached to a suitable support for uplifts as determined by the engineer of record. 1.5X419 3X3 _,_ I :I Rv=134 PLF 11 1-9-7 1-9-7 Rv=134 PLFI 1/ .r—.mi.--rm/ +41-8-0 Def -+ri.�=� 3X3= 1.5X4 m 1.rt�1-5-2—}1"1 1-10-6Over 2 Supports R=76 W=11.188" =76 We11.188" Design Crit: IRC2012/TPI-2007(STD) . 0 PROF PLT TYP. ITWBCG Wave FT/RT=2%(096)/4(0) 15.02.0, 4 FS$ OR/-/1/1/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503)357118 ••WARNIMGI••tam ivo SOWS ALL Soles o nos DIMING, �(p� 825 N 4th Ave,Combos OR 97113 ••IMPORTANT•• RAISIN TIOS MOMS TO All CONTRACTORS ISaUCIN.TME INSTALLERS. 'C1 0,ri, Qj TC LL 25.0 PSF REF R7175- 65079 Trusses.require extremacare In fabricating.noodling. shipping. Metalling br.c,ng. Refer to and follow 11111176 �y the..test edition of SCSI (Building Component Safety Information, by TPI and MICA)for safety practice.prior r TC DL 10.0 PSF DATE 03/18/16 to performing Mese fuotiers. Installers shall provide temporary bracing per SCSI. Unlade aced otherwise. top chord Moll sure properly attached structural sheathing end bottom chord shall hoce a properly attached /' rigid Celling. Locations sheer for per.menc lateral restraint of webs shall nave bracing installed per SCSIBC DL 10.0 PSF DM CAUSR7175 16078010 tl s.celode Sr. 87 or 810. be applicable. Apply plates to..oh face of trues and position as Peen above end 411111 M A P 0 N f tie Joint Details,unless noted otMraise. Refer to drawings 100A-Z for standard plate paaiitVian. 0 1:120 6 BC LL 0.0 PSF CA-ENG GIAIH/GWti Align. .arvl.can of 11W Building Ce.aenents Group Inc. Yen not eup,xmble her an m from this OREGON • doming.arm fellers,to build the ".conferment*eitn AMSInP1 1. or for mm�dirrg. shipping. el TOT.LD. 45.0 PSF SEQN- 250671 AN ITW COMR4NY installation A bracing of trusses v A seal en Nle Mswlrg.r Rigor pegs Hoeing this digging. !Mimeos aaagters or prelaeolasel ehplreerhnS as.,20.1 f responsibility malady ler tie dselSn taws. The aulttllllty—gee.r tnie dooming for ev etrteture le the IA. W•�� OUR.FAC. 1.15 FROM FP _� Itis)Roma CuTAe reepela.bl I Sty of the building Designer per NISI/771 1 Saes. Sauamauo,CA MIR fa: 'WI: int.r..tian ems ns, 'ai this Job's genarai .page d these "m. SPACING 24.0" JREF- 1VP27175Z02 ALPINE: ewe.. Ipinelts.cam: l: nnwaw .tpit.org:9TCA: .sbcindostry.eaa: ICC:'mme.letoaf..org Rwhmwa dMY1W7 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS IFR. (1115042--TIMBER TECH FRAYING -BURNHAM-ASH/ BLDG 1-WEST -- ASH AND BURNHAM TIGARD - BP40) Top chord 2x4 HF 02 Truss transfers a maximum horizontal load of Bot chord 2x4 HF #2 250 0 ( 134.08 plf ) along top chord, from either Webs 2x4 HF Std/Stud direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. 144 mph wind, 43.39 ft mean hut, ASCE 7-10, CLOSED bldg Located anywhere In Drag Loads: Force(#) (PIE) Mar Start End rte\Vroof. RISK CAT II, EXP B, wind TC DL.6.0 psf, wind BC D1-6.0 psf, Case 1: 250 134.08 TC 0,00 1.86 250 134.08 BC 0.00 1.86 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind loads and reactions based on tiff RS with additional C&C member 4esign Deflection meets L/360 live and L/240 total load. Creep increase factor for dead Truss must be installed as shown with top chord up. load is 1.50. Shear Panel System: Blocking panels shall be restrained against rotation by connection to adjacent panels. Each panel shall be connected to the adjacent panels for the same PLF magnitude load as the drag load. All panels shall be attached to the shear wail and roof diaphragm for the drag loads stated. End panels shall be attached to a suitable support for uplifts as determined by the engineer of record. • 1.5X4111 3X3= Rv=134 PLF 1 I 1 .. 1-8-111-8-11 �, IfRv=134 PL ■ I,/ 41-8-0 me.-_—.Z1-me 1 llm�=red�. 3X5(R) Ill 1.5X4 01 1"12 1-8-10 lit; 1-6-14 ;11, 1-10-6 Over 2 Supports I-- -I R=84 U=28 W=11.188" R=84 U=28 W=11.188" Design Crit: 1RC2012/TPI-2007(STD) g PR•p PLT TYP. ITWBCG Wave FT/RT=2%(0%)/4(0) 15.02.0, ' .W � OR/-/1/1/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503)357.2115 "WKRNHIGI"MEM Nu FOLLOW ALL OWES ON nos ustA))IWOI vow N 825 h 4DI Ave,Come6us OR 97113 .. AMr" minium oils MAIM Te"u cow...Vrea moutons Tia IMSTALLEIa. U,\ EFS O TC LL 25.0 PSF REF R7175— 65080 Tris...require*stream care in fabricating. handling. shipping. installing and bracing. INT.r to and follow '" -- tl. l.te.t edition•r SCSI (Iwildi.g Co.po.ens Safety Inforrtlo", by TPI and MITA)Per tar.ty practices prior %� TC DL 10.0 PSF DATE 03/18/16 to performing these functions. Installers anal)provide te.f.r.'n bracing per SCSI. Unfess rated otherwise.,041164, y- top chord shell leve properly attached.tnpetural sheathing end bottom chord shall hew a properly attached rigid ceiling. Location..hs.Poe perw.nt I I ro.tr int of webs.hall neve bracing installed SCSI - / APP. BC DL 10.0 PSF sections 83, 111 or 810. s applicable. Apply plates to..S,race of truss and position as*loon above and on / DRW CAUSR7175 76078077 A r ) 11^ I F CI..loiat Datsl..omunl....atad oil,.,.,... Mane to dr..irgs 1eeA-r for.0.ndard plot.po.ltlon.. 1` ' \`II 0 :/20 6 BC LL 0.0 PSF CA—ENG GIH/GIN F, Alwin. a , of I build llthe y ue. in cis croup Inv_. Hall. e w tuf o ...roe eery tlos,.t.un free this OREGON — AN 1TW COMPANY draw,.'. anyofa,h&c,to the trove In -�.r•r..,,••moth A811/1P1 1. or for...ening, �„pp,.g. TOT LD 45.0 PSF SEQN- 250673 ....tel lotion L brac.rg•f trusses. V A...l on Nils drwlrq.r*Neer page I lta)rq Ohio drawing. l..le t...a.apt.ne..f prwfaslnml engineering YA. VSA.•tor 19# • . responsibility a0IHY for tis.design Saw.. The ailtrllit,and in.of this droml.q for any Kronture la tile Ir _._._.._._ ___. ___ 8391!Rosso Circle +warnirllity M ole Building oeeieer per ANS1/TP1 1 see.:. O�g a V OUR.FAC. 1.15 FROM FP .� s.nmlano,CA9i(il% For more Information, this job's ss.g.n.r.l hot..lags mod...se web SPACING 24.0" JREF- 1VP27175Z02 ALPINE: .wr.alpl..ltw.<Oe: TPI:w.tp c.•rg. MfCA:www. rw+<rY.co.; ICC:..•.,coeer..erg Mnt.w.MWd9M7 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115042--TIMBER TECH FRAMING -BURNHAM-ASH/ BLDG 1-WEST -- ASH AND BURNHAM TIGARD - BP41) Top chord 2x4 HF 42 Truss transfers a maximum horizontal load of Bot chord 2x4 HF #2 250 4 ( 134.08 plf ) along top chord, from either Webs 2x4 HF Std/Stud direction, to supports where indicated, Diaphragm and connections are to be designed by Engineer of Record. Bottom chord checked for 10.00 par non-concurrent bottom chord live load applied Drag Loads: Force(#) (PLF) Mbr Start End y per IRC-12 section 301.5. Case 1: 260 134.08 TC 0.00 1.86 /��/{``� 259 134.08 BC 0.00 1.86 iL Deflectdeadion meats L/360 live and L/240 total load. Creep Increase factor for JI[1Y'\/ load is 1.50. Shear Panel System: Blocking panels shall be restrained against rotation by connection to adjacent panels, Each panel shall be connected to the adjacent panels for the same PLF magnitude load as the drag load. All panels shall be attached to the shear wall and roof diaphragm for the drag loads stated. End panels shall be attached to a suitable support for uplifts as determined by the engineer of record. 0.5 3X3--- 1.5X4111 X3= 1.5X4111 . 1 : 1 Rv=134 PLF 1-8-7 1-9-6 Rv=134 PLII, i // 41-8.0 l' 3X3= 1.5X4111 1"12 1-5-2 3"8 1-10-6 Over 2 Supports R=87 W=11.188" R=66 W=11.188" Design Crit: 1RC2012/TPI-2007(STD) PLT :TYP. ITWBCG Wave FT/RT=2%(0%)/4(0) 15.02.0.4 �FF4 OR/-/1/1/-/R/- Scale =.5"/Ft. Truss Components of Oregon {503)357-2118 a.MRN ING I•m mAO AND FOLLOW ALL NUM ON 1105 MISSING! (N 825 N 4th Ave,Cornelius OR 97113 **IMPORTANT*. FURNISH THIS IMAGING TO ALL oxemcmas INCLUDING 1Nt INSTALLERS. O� � SFR O TC LL 25.0 PSF REF R7175_ 65081 - T eguars extreme tar. In fabricating.handling. snipping. installing ad acin . to.ad follow 19675 TC DL 10.0 PSF DATE 03/18/16 the latest edition of KSI (Building Component Seraty lnforwetion, by TPI and RCA) for safety practncas prior f to ig thaw functions. InNallers shell provide temporary bracing per SCSI. grilses noted otnerwlss. _— top cnord Mall how properly,treated structural sheathing and oettcm chord.hall haw•properly attaehw /1 BC DL 10.0 PSF DRW CAUSR7175 16078012 rigid calling. Locations shown for'enur,lateral restraint of webs shell how bete I,lilacs.led per KSI (Al actions el.07 w gig, as sppllehple. Apply Plates to asap face of truss and Position we Mown oboe*and on '� ' ilia Joint Details. unless noted otnerwlw. Ibfor to drawings leOA-I for standard late eltlons. A�_,L��N division .� rot be p Pe vietn 0 18/20 6 BC LL 0.0 PSF CA-ENG GWH/GMIH — — I raeina. o`I u Building truss in a Group Inc anal.r espies tau for sty w n Yrr t drweing. +nor failure a weld the r in conrbrw..t..�th ANSInvi t, t for handling, shipping. OREGON AN IT CANA4NY Instal ration a bracing or trusses. f +/ TOT.LD. 45.0 PSF SEAN- 250675 A peal en Vale dr.esse or sever pew 140%1.0 this drolll0. Indleet•..0ee5tel..•f prof wl•nsI welmer1fe `9 "ea,zo,1tCP -f r.05mr15111ty.w1.1y far ala demtpn Mian. Ts mule-Weill!,mer gee.f th/o drools for Ns.tromtar.1. r W eH DOR.FAC. 1.15 FROM FP 8351 Roved Circle r..pe11sibIills of the Building Osallp.r per PAIS//1111 1500.2. "L. p - Sicrammon ww lo,CA9s8s5 Far more informati *this Job's goners!notes Page and thewee sate.: SPACING 24.0" JREF— 1 VP27175Z02 ALPINE:sw.elpinoltw.com: TPI: ww.teinst.org:RCA: ww.soclndustry.cdm; ICC:we.iccwfe.orp i.arr eINY211f1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS IIPR. (1115042--TIMBER TECH FRAMING -BURNHAM-ASH/ BLDG 1-WEST -- ASH AND BURNHAM TIGARD - BP42) Top chord 2x4 HF #2 Truss transfers a maximum horizontal load of Bot chord 2x4 HF #2 250 # ( 134.08 plf ) along top chord, from either Webs 2.4 HF Std/Stud direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. 144 mph wind. 43,49 ft mean hgt, ASCE 7-10. CLOSED bldg. Located anywhere in Drag Loads: Force(W) (PLF) Mbr Start End roof, RISK CAT II, EXP 8, wind TC OL-6.0 psf, wind BC D -6 .0 psf. Case 1: 250 134,08 TC 0,00 1.86 250 134.08 BC 0.00 1,86 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind loads and reactions based on MWFRS with additional C&C member d sign. Deflection meets 1/360 live and L/240 total load. Creep increase factor for dead load is 1.50. ..j.::':';..)):'. Shear Panel System: Blocking panels shall be restrained against rotation by connection to adjacent panels. Each panel shall be connected to the adjacent panels for the same PLF magnitude load as the drag load. All panels shall be attached to the shear wall and roof diaphragm for the drag loads stated. End panels shall be attached to a suitable support for uplifts as determined by the engineer of record. 0.5 1.5X4 III 3X3= 11 lirAr. Rv=134PLF 1-9-7 1-14-6Rv=134 P�F ■ / 41-8-0 t Ne�+.11w� r -rte- --ei 3X5(R) III 1.5X4 III 1"12 lit1-8-10 _j 1-6-14 'fly 1-10-6 Over 2 Supports I` -,I R=98 U=25 W=11,188" R=84 U=31 W=11.188" Design Crit: IRC2012/TPI-2007(STD) . - PLT TYP. ITWBCG Wave FT/RT=2%(096)/4(0) 15.02.0, 4' .FF, OR/-/1/1/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503)357-21 l8 "WARNINGI•• NEPA Ale tmJae ALL MIES ON alis awmlrwl 5 t M S/ O1 b' ••22202/2111•• FORMS/NIB aMwMR Te JILL COMIlmaTORS Ix0.1pIN8 IME INSULLLW. ,` da fFR Ot TC LL 25.0 PSF REF R7175— 65082 825 N 4 Ave.Cornelius O 97113 __.._ Trusses require extrema arm in fabricating. Safety g, *lipping, hleNlling-,d brecng.defer to and fell.A 19676 the latest.edition of'SCSI`(Buildig Component Safety Informecion, by TPI and Rot) for safety practices prier , r TC DL 10.0 PSF DATE 03/18/16 to performing rhes.functions. Installers Mall provide temporary bracing per SCSI. Unease rot.otherwi M, __....._,.., rep chord Mall Nee properly.trached structural*..thand bottom Cora Shell Mvm a properly attach* '' BC DL 10.0 PSF DRW CAUSR7175 16078013 rigid ceiling. Locations shown for permanent 1...lrestraint of ambo'hall have bracing. f 118 per BCS / �� sections 83. 67 or 810, ei applicable. Apply Wave*co ee.n roem or truss and sermon ee*Nen above and on _._. ._ A1p ^ I t,..:—patalla, 7,—...-:::°.:::----.. :afar :/amid,lgaA-z roc.t*,der:plat.--:.::ea, 0 1:/20 6 BC LL 0.0 PSF CA-ENG GWH/GWH I V l Alpl .a,.n.,« temp w<•c .e In. pan rot a:gena bl.mor wry n a n. wwe,ny. «ry/allure to build the true.in conrorvrro wive ANSI/114 1.or mor lwAlnng, sh,ppng, OREGON AN ITW CAMRWY ..Uri.t,en A bracing of tr.,..... ^ .i TOT.LD. 45.0 PSF SEQN- 250677 A seal en tai:drawing.r O0V410 pope 4114.1fy this canongirdlb tee on. eaptr M w1 -e pr.f. le.i enpine.rine w1N.2o.vol` — y. . . ----- r.rp.nelbi Ilty solely for tam design Osie.. The e.icrN lity end n..of this erowIng for.w.me eu .mice./.I.the /pO�- . 0 ' DUR.FAL 115 FROM FP 8351 Havana Luck responsibility or the&Aldine Moline,per ANSI/IPI 1 B...2. M Sacramento,CA 95((28 for mere InTarmat l on• chis Jeb•s oral ne ape a s pand tee web altea i ALINE, weeelpiet .eom:TPI:: pan w e. irist,ere;R�:.:e..beea .n: ICC! ase.locear..er9 n.try.e SPACING 24,0" JREF- 1VP27175Z02 Jibmsdemerow ArAwsatT THIS DWG PREPARED FROM COMPUTER INPUT (LOADS b DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115042--TIMBER TECH FRAMING -BURNHAM-ASH/ BLDG 1-WEST -- ASH AND BURNHAM TIGARD - BP43) Top chord 2x4 HF #2 Truss transfers a maximum horizontal load of • Bot chord 2x4 HF #2 250 # ( 134.08 plf ) along top chord, from either Webs 2x4 HF Std/Stud direction, to supports where Indicated. Diaphragm and connections are to be designed by Engineer of Record. 144 mph wind, 43.58 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in Drag Loads: Force(#) (PLF) Mbr Start End roof, RISK CAT II, EXP 8, wind TC DL-6.0 psf, wind BC D -6 .0 psf. Case 1: 250 134.08 TC 0.00 1.86 1\3 250 134.08 BC 0.00 1.86 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind loads and reactions based on AIWFRS with additional C&C member sign. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead ' load is 1.50. Shear Panel System: Blocking panels shall be restrained against rotation by connection to adjacent panels. Each panel shall be connected to the adjacent panels for the same PLF magnitude load as the drag load. All panels shall be attached to the shear wall and roof diaphragm for the drag loads stated. End panels shall be attached to a suitable support for uplifts as determined by the engineer of record. 0.5 1.5X4 III 3X3= ■ �, Rv=134 PLF ■ i es 1-10-7 1-11-6 Rv=134 PLF III R • 41-8-0 mzEigiumolglowl -. 3X5(R) III 1.5X4III 1"12 1-8-10 1rT 1-6-14 ; , 1-10-6 Over 2 Supports r- -i R=109 U=25 W=11.188" R=89 U=31 W=11.188" Design Crit: IRC2012/TP1-2007(STD) , p PRO 1. PLT TYP. ITWBCG Wave FT/RT=296(0%)/4(0) 15.02.0. , s Fce OR/-/1/1/-/R/- Scale =.5"/Ft. Truss Components of Oregon `503)357-2118 ••1IARNINGI••HEAD AND EDWIN ALL ions ow Iw1S DaMINei i y1AlF e 825 N 4th Ave,Cornelius OR 97113 ••ilroRlAwr•• Fiwwlsw leis NAMING TO Au cvwrwACTows INCLUDING IN(Insr.LLnm. (AJ% iC� TC LL 25.0 PSF REF R7175— 65083 Tr,.....require..trema cere In rebr.sating,hauling. shipping. Installing end bracing. Refer to and follow 10678 h•e.edition or SCSI (Building c..p..ns Safety Information, by TPI.,e RCA) for safety pectic..prier to performing tie..functions. Installers shalt provideteep.rery bracing pmt SCSI. dole,.noted otherwise. r , TC DL 10.0 PSF DATE 03/18/16 w.sand flail new property attached.t,eot.r.t sheathing and bottom chord gnats new a properly attached -- o rigid coiling. Locations Moen for permanent I h train r owe shell naw bracing inst.iiw per SCSI �_ Air BC DL 10.0 PSF DRW CAUSR7175 16078014 ,4�� sections gen 87 a eco, s,ppl hew!•. Apply pl•t•a m.00h or truss aro position es .bow end on --`_ p .,i-, —get•ite, .ate•e.aced et .l.e. Serer w d a.+.ga ieoA-: r.taroare ptet.P..+t+.ne. 0 l J20 6 BC LL 0.0 PSF CA-ENG GWH/GWH Alp.ro, e d failure .r ITw Sat.•t uss i gun drew inns ,don,at a rorwmr nen for.y snipping. thne OREGON drawing. rr n!tare w f td w cruse,n.o.ro.ma,.e with wnlirPi �, or for nomt:.g. •nnty„g. AN Itw COMPANY nm.tat i.t,.n.bracing of trusses. TOT.LD. 45.0 PSF SEQN— 250679 A...i on this prs.h.g r h.wf MOO listing this rra.Ii= brio...sept...f perradl.n.t.nsInooring Y via.20.1Y� ___ __ ...p.n.I.l I Icy mai.iy Ow the dsaign shown. The.menet 1 ity and use or this✓..lro ter am.t.n..ter.Is too ROC N� DUR,FAC, 1.15 FROM FP 8311 R0110101* raepairibtnt&of ti.S..iidin D..iy.r par ASmi/r►i 1 S...t. . f� Sw[riotmlo.CA 95828 For mons information w his Job's general now page esu tins.*web• • --SPACING 24.D" -.� .. _.__. ALPINE:w...a.pItr.e..cw: TPI:a a.tpinst.org;WCA: eam.•betnduatry.e.., ICC:wm.t•.sare.vq w...weeSalUdt JREF- 1VP27175ZD2 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS R DIMENSIONS) SUMMED BY TRUSS MFR. (1115042--TIMBER TECH FRAMING -BURNHAM-ASH/ BLDG 1-WEST -- ASH AND BURNHAM TIGARD - BP44) Top chord 2x4 HF #12 Truss transfers a maxim., horizontal load of # Bot chord 2x4 HF *2 250 f Ifat ( 134.08 Webs 2x4 HF Std/Stud o ) along top from either direction, to supports where indicateedd.. Diaphragm and connections are to be designed by Engineer of Record. 144 mph wind, 43,66 ft mean hgt, ASCE 7-10, CLOSED bldg Located anywhere in Drag Loads: Force(4) (PLF) Mbr Start End roof, RISK CAT II, EXP 8, wind TC 01.6.0 psf, wind BC DL.6.0 psf. Case 1: 250 134.08 TC 0,00 1.86 250 134.08 BC 0.00 1.86 1 Bottom chord checked for 10.00 per non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind loads and reactions based on !MFRS with additional C&C member design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead Right end vertical exposed to wind pressure. Deflection meets L/1 load is 1.50. Shear Panel System: Blocking panels shalt be restrained against rotation by connection to adjacent panels. Each panel shall be connected to the adjacent panels for the same PLF magnitude load as the drag load. All panels shall be attached to the shear wall and roof diaphragm for the drag loads stated. End panels shall be attached to a suitable support for uplifts as determined by the engineer of record. 0.5 • 1.5X4 I1I 3X3= / Ram 1 au Rv=134 PLF 1-11-7 2-0-6 Rv=134 PLF / 11 II / +41-8-0 3X5(R) nil 3X5 III 1"12 1-8-10 1H 1-6-14 pori, 1-10-6 Over 2 Supports R=120 U=42 W=11.188" RL=45/-36 R=100 U=51 W=11.188" Design Crit: IRC2012/TPI-2007(STD) , PR•p PLT TYP, ITWBCG Wave FT/RT=2%(0%)/4(0) 15.02.0; t • F,$ OR/-/1/1/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503)357-+118 •WAIMINGl ea NEM AMg TOLL°,ALL MOILS ON nsl3 mNtiSGi a 1N 825 N 4th Ave,Cornelius OR 97113 "IW�TMT" cumiiwi THIS°AWN TO ALL ommecTm IMGIImI.1lla IIMTTALLEAS. At. �1 eke 0y TC LL 25.0 PSF REF R7175- 65084 Trbsw.require e.Srew.ere In fearie•ting,Noodling. Mapping, Int/tailing ane Orating.Refer to ere follow196�a • TC DL 10.0 PSF DATE 03/18/16 III.latest edition or SCSI (hulloing Component Safety Inrermetlon, by TPl*ma RCA) ror safety p entice.prior , to performing thew fproperlt. Installers Wil provide temporary twee/no poo SCSI. Unless.noted otherwise. /, top chore..ell have properly ileums.structural sheathing as.bottom chord shall nave a properly attached BC DL 10.0 PSF rigid ceiling. Locations erten for permanent lateral restraint of tubs Moil have bracing installed per SCSI ,- ' DRW CAUSR7175 76078015 T. set nom ea, III or 910, es applicable. Apply plates to soon race or errs WWI pos keen as shown.hove and on __ /'�� N on.Joint Detail.. Unless noted bthenstee. Refer to dra.Ing.tem-1 for standard plot*positions_ 0 :120 6 BC LL 0.0 PSF CA-ENG GWH/GWH /�'i 1 J� Alpines. a dirl.ion of III a..Id,g Cum:orients Group Inc. shall not be responsible rue arty d",auon fru.note drawing.Any failure to belie the truss on eonfureance etch ANSI/1P1 1. or ror Noodling. *hopping. OREGON -....-_ AN ITW COMPANY .oaten lat.orI a brat.,g OP 5,.,500,. v TOT.LD. 45.0 PSF SEQN- 250681 oif A awl a tele dfeein9 r erase page 1105119 til.eraelny, 11•01••%••..saphena Or professions)srgllserlllp y#l'-we,701. 4 r.npww1b111ty moiety ror the awls.else.. The.Moll ley end tee er tele drawing far any structure Is ter DUR.FAC. 1.15 FROM FP f,�/ 83SI RommCode Circle responsibility Sr the building Weisner per HCPOISIITPI 1 Tema. _ Sacrsoado.CA 95informationaw were,For more information sthis Job's ere,he m w s page etomob sites: s{• ALPINE: e.eip .ltm.ew . y TPI: .tplmt.org:MICA:w .. w m.eacinu.oy,to.; ICC: .lae.er..eng SPACING 24.0" JREF- 1VP27175Z02 wb Re ewe w!wsn17 THIS DWG PREPARED FROM COMPUTER IMPUT (LOADS a DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115042--TIMBER TECH FRAMING -BURNHAM-ASH/ BLDG 1-WEST -- ASH AND BURNHAM TIGARD - BP45) )7 , Top chord 2x4 HF #2 Truss transfers a maximum horizontal load of Bot chord 2x4 HF #2 250 M ( 134.08 Of ) along top chord, from either Webs 2x4 HF Std/Stud direction, to supports where indicated. Diaphragm and gconnections are etor ebe( designed by Engineer of Record. 144 mph wind, 43.74 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in Drag Loads: Ftocb(M) (PLF) Mbr Start rdd IIVE;. roof, RISK CAT II, EXP 8, wind TC DL-6.0 psf, wind BC D -6.0 psf. Case 1: 250 134.08 TC 0.00 1.86 250 134.08 BC 0.00 1.86 End verticals exposed to wind pressure. Deflection meets L/180. Wind loads and reactions based on MWFRS with additional C&C member sign. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase fac r for dead load is 1.50. Shear Panel System: Blocking panels shall be restrained against rotation by connection to adjacent panels. Each panel shall be connected to the adjacent panels for the same PLF magnitude load as the drag load. All panels shall be attached to the shear wall and roof diaphragm for the drag loads stated, End panels shall be attached to a suitable support for uplifts as determined by the engineer of record. 0.5 -_ 3X3= 1.5X4 Ill iiiir _ii 'v=134 PLF 2-0-7 2-1-6 • • Rv=134 PLF I II ■ .�-. / +41-8-0 3X5(R) III i 3X51II 1"12 1-8-10 _,J lei'; 1-6-14 ,Lia 1-10- Over 2 Supports R=132 U=57 11=11.188" R=111 U=65 W=11.188" RL=73/-69 Design Crit: IRC2012/TPI-2007(STD) -Es*PROs* PLT TYP. ITWBCG Wave FT/RT=2%(0%)/4(0) 15.02..• . +. t,• OR/-/1/1/-/R/- Scale =.5"/Ft. Truss CompnenisofOregon (503)357-!118 ••WARMIM61••ISNi ori luaus ALL leltS ow sins wain! AltAG1 _REF R7175- 65085 825 N 4th Ave,Cornelius OR 97113 IiplTANT•. FURNISH THIS°ruts°TO ALL w11SAiimw INCLUDING THE INSTALLERS. !� F• TC LL 25.0 PSF Trustes require*etre.SCS eare in ng C mpt,ng.Sanyo Information.. ation. by TPI hog Rena°techs*.say p t..ne rpr,or ,�� t TC DL 10.0 PSF DATE 03/18/16 tl,e 1ve. edltre er e.41 fret inl r..,-pen-%handli . y gal and- for rRef r practices orlow to performing tiler.function. Installers shall provide teeporary bracing per SCSI. Unit.noted otherwise. top chord snail have properly att..lad atrouturar sheathing and bottom chord.hall have a properly attached ,01111164, rigid coiling. Locations.hewn far permanent lateral restraint or sobs.hall have bracing In.wued per SCSI /i i BC DL 10.0 PSF DRW CAUSR7175 16078016 sections r]. r1 or rig, a.applicable. Apply plats*t..ech rec.or truss red position as*neon above and on Fill N the Joins Details.unto.nesse otherwise. Refer to dr-wings 180A-Z Tor standard Plato poeltywa. a o :/2U 6 BC LL 0.0 PSF CA—ENG GWH/GWH A=i I �, alpna. w d,v1.len of 1111 6„id,ng Cn ponece rr,wy Inc. Nan not rceporm,ble for any,Y ,.tion from OREGON grassing. any folio,.to build the trues in confer-mm,.6 e,th ANSI/rel 1.M far tandnng. Nnpp,ng, AN ITW COMPANY ,natal lotion a brec.ng of truss*.. A...I.h ale drawing K....r droving. eng9 n,zed,ta+` �j� TOT.LD. 45.0 PSF SEQN— 250683 nsep n.ibhlisy solely for the deaalgn'rrnl.~1lb.e.uitabilsp—see er�s KnIne'forr a strpuctliree Is nth. ",p ale 8351 RttseoCoti. "gyp-'albs nq'of the Mullein*p"lo"t par ANSI/TOO 1 ge°•=• 1. W.T- DUR.Fac. 1.15 FROM FP solrmklde.CAhS=18 For mo• Informte.coet,eln...thio,nb•.pines,notes page and nne..web,rt..: *re RsamwadOQ12Dt7 SPACING 24.0" JREF- 1VP27175Z02 ALPINE:wwu.alplralta.ow: TPI: a thr imost.:RG:totes pclgo and these ICC:ssw.n THIS DNG PREPARED FROM COMPUTER INPUT (LOADS Si DIMENSIONS) SUBMITTED BY TRUSS MFR. I1 , (1115042--TIMBER TECH FRAMING -BURNHAM-ASH/ BLDG 1-WEST -- ASH AND BURNHAM TIGARD - BP46) Top chord 2x4 HF *2 Negative reaction(s) of -212* MAX. (See below) Requires uplift connec •n. Bot chord 2x4 HF #2 Webs 2z4 : or Truss transfers a maximum horizontal load of d 250 * ( 134.08 pelf ) along top chord, from either Deflection meets L/360 live and L/240 total load. Creep increase factor for dead direction, to supports where Indicated, Diaphragm and . ^^ load is 1.50. connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 250 134.08 TC 0.00 1.86 250 134.08 BC 0.00 1.86 Shear Panel System: All panels shall be attached to the shear via..1 and roof • • diaphragm for the drag load stated. Provide lateral restraint fa end webs against buckling. Blocking panels shall be restrained against rote on b connection to adjacent panels or by connection at each end for upli . nterior panels shall be connected along each end to adjacent panels for the same PLF magnitude load as the horizontal PLF load. End panels shall be attached to a suitable support for Uplift. PLF load X truss height or as determined by the engineer of record. 6X6-- 0.5 X6=0.5 - 0.5 1.5X4 8 1 .5X4 8 :\ 1 2-1-6 2-1-6 2-1-13 11 11 3X5(R) 111 3X5(R) 8 I.11"3._1_11"3.1( I 1-10-6 10-11-310-11-31 1-10-6 Over 2 Supports R=84 Rw=287 U=212 W=3.5" RL=71/-71 R=84 Rw=287 U=212 W=3.5" Design Crit: 1RC2012/TPI-2007(STD) 10)PROEM PLT TYP. ITWBCG Wave FT/RT=2%(0%)/4(0) 16.01.1, ► : J' Sm4O OR/-/1/1/-/R/- Scale =.5"/Ft. Truss Comppoonnents of Oregon (503)357-2118 "wMNNINGI.w Luo Mo mum ALL MILS ON nes awhwcl d: (' 825 N 4th Ave,Cornelius OR 97113 ••IimlrARf•• MINIM MIS BOBBINS To ALL earrSAeroPa IPcumles TIF INSTALLERS. 19878 9 TC LL 25.0 PSF REF R7175- 65086 Trusses require extreme care in fabricating. handling, shipping. Installing and bracing.ft.r.'to...d rolls . " the latest.5,t1.n or SCSI (Building C..yo.ont Safety lnror..tlen.b.TPI as Pru)roe...rimy practices prior TC DL 10.0 PSF DATE 03/18/16 » to performing theae functions. t Instal l.r.shall proviee t..per.ry bracing per SCSI. lnl..e noted otherwise. ' 2.p•herd shall haw properly•tached structural sheathing and stets Nerd Melt Mw a proper) trached —1 rigid ceiling. Locations aboen for pentane 1 I restraint or eel's shell law brocl.g Installed per SCSI 0 ':ILO 6' BC DL 10.0 PSF DRW CAUSR7175 16078019 .411 �� emotions BDe a7il or as app)l.wN. Apply perts to each nae*of and rd plate au.len above and on. rhe l.i t .wren.. Refer t dreei ga,Bpi).:for standard plat.P..Itlwn. OREGON BC LL 0.0 PSF CA-ENG GWH/GWH l , Aepins, . ,v, or ITP Building Compav,nt.Gray Inc. Mail net h..r.ponarbla nor any d.vn.tlon from a I �/ drawing. ...y failure to bulla the%ros. ,n cont na✓c..ilh ANS IftPI I. or for handling. .l.pp,nl, SEQN- 12501 REV AN ITW COMFMNY In...IletPon A bracing.f.ruse.. Ma n.20,lellb'r TOT.LD. 45.0 PSF A eel.n CAO.drealro.r senor peva IltRlro Ohio drawing. llldloorao rwptrM.l pr.yb.wlwwl .suraengineering V r5.pe.a1•11155..Iwlr 141 the*reign mean. The eeltwbl Iter.,,s gee or eh i.drwlro nr.lv.B..a�.a I.the T , .....DUR.FAC. 1.15 FROM FP s35i Ream Circk .w.p.r,.Isl Ilty.r a..SYIwro Ora)par per ANih/rpl 1 w..:. S1amlollo,CA9582ii Far more information see the.Jab•s general normspage and clame web s ---- ALPINE: wr..ipin...cow; TPI:wwwoi .tpinst.org:PTCA:w .mbc.neu.try.c . ICC, wwu .lncr..org Mammy 2017 SPACING 24.0" JREF- 1VP27175Z02 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMI TTED BY TRUSS MFR (1115042--TIMBER TECH FRAMING -BURNHAM-ASH/ BLDG 1-WEST -- ASH AND BURNHAM TIGARD - 81) BoTop chord t chard 2x4 DF-L 2400f-2.0E 3 COMPLETE TRUSSES REQU 1 RED I 1 : Webs 2x4 HF Std/Stud :W2 2x4 HF #2: Nail Schedule:0.131"x3", min. nails Top Chord: 1 Row e12.00" o.c. Special loads Bot Chord: 1 Row e12.00" o.c. (Lumber Dur,Fac.=1.15 / Plate Dur.Fac.=1.15) Webs : 1 Row a 4" o,c. TC- From 70 plf at -3.88 to 70 plf at 5.94 Repeat nailing as each layer is applied. Use equal spacing TC- From 35 plf at 5.94 to 35 plf at 10.09 between rows and stagger nails in each row to avoid splitting. TC- From 70 p1f at 10.09 to 70 plf at 16.19 TC- From 70 plf at 16.19 to 70 plf at 32.33 120 mph wind, 43.37 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- From 20 plf at 0.00 to 20 plf at 5.97 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC BC- From 10 plf at 5.97 to 10 plf at 10.09 DL=6.0 psf. BC- From 20 plf at 10.09 to 20 plf at 32.33 BC- 456.99 lb Conc. Load at 5.97 Wind loads and reactions based on MFRS. BC- 178.70 lb Conc. Load at 8.00 BC- 1608.45 lb Conc. Load at 10.09 In lieu of structural panels use purlins to brace all flat TC a 24" OC. Deflection meets L/360 live and L/240 total toad. Creep increase factor for dead load is 1.50. Calculated vertical deflection is 0.67" due to live load and 0.78" due to dead load at X = 15-10-12. 3X10= 5X5 6X8(R) Ill 3X7= O.5 - 1.5X4 Ill 0.5 __ 4X12 8X8= 3X5= 3X5= 1-4-0 L_-..--. i " - --. ` f 1 r 2-2-13 T '• �41-8-0 3X5 iii 3X10PR 4X12E 5X7(R) II 3X5= 3X5- 4X5= 3X7 5X5-- - W2 X5=W2 1-e-3-10-8-->-1 H051O� ...3-0-101 3-0 6 4-1-12 13-0-12'I 2-9-0- I 5-5-12 yl` 5-5-12 I 5-4-0 L. 5-11-4 j_ 10-3-0 L. 16-1-12 -J I< 32-4-0 Over 2 Supports d R=3215 U-568 W=5.5" R=2023 U=308 W=2.75" RL=-26 Design Crit: I RC2012/TP I-2007(STD) ,Ep PROS PLT TYP. 20 Gauge HS,Wave FT/RT=296(096)/4(0) 15.01.FA i ass OR/-/1/1/-/R/- Scale =.1875"/Ft. TnlssComponents ofOregon 1503)357-!lIS '•WANW11461••moo MO FDLLA ALL MIS ON NUS MAIM �e �} 825 N 4th Ave.Cornelius OR 97113 "I1f1Rf" """""MIS ormlllo To"+L oaKllarlDAs+ ++a n.116TAILlAg. 9 TC LL 25.0 PSF REF R7175- 95667 Trusses rewire entree.caro In fabricating, handling. sn,pph,g, Installing and breeieg.A to and folhen 1tib76' . tolatest odi`Ion o`c 1 (Solidity Ceeponent Salty lnrormetlon.by Cal end.TCA) her prectiea.prla, ,l TC DL 10.0 PSF DATE 12/14/15 performing theme tions. Installers shall provide temporary bracing par SCSI. Unless(toted otherelse, cop chord I 0011 locations properly attached structural sheathing and Settee,Chord.hell nava a proporly attached �-. v. par.cant I I restraint of webs shall nave bracing Installed per SCSI BC DL 10.0 PSF DRW CAUSR7175 15348309 �4 11 N 1 taction 0J. 87 nr 810, as applicable. Apply plates to each face or foras rd plate as.Show,.have and on I 14/2015 -- the Joint ret alis.unless.atpd cable.lw. gator es to each Ice of for standard p plate as Sh wr.. /f Alpine. a 01v...el of ITS Sodding Components erwQ Inc.shall not be responsible ref any deviation fi•oe this OREGON BC LL 0.0 PSF CA-ENG BFR/GWH di-owing.any failure to Wild the truss in toOTors.w,O.with MSI/TO1 1, or for handling. shlpyi,g, .3 -- AH ITW COMPANY laatallatien.brwLg of trusses. yR`N.20,100 i TOT.LD. 45.0 PSF SEAN- 240753 A sheet an t111.Pro/ogles of Meer pegs listing tole dring. Indlootes abwptallee of profAs.lal.l erglne.rlep O r.spnlel llty solely tar the orlon slat. Tae Portability and use of this dresiq roe any streamer.le leo R3s1IZOtgIUCllde ,e.psoelbIlib ef tole Sul limy Designer par Ala1/1Pl 1 Se..t. � ' W• DUR.FAC. 1.15 Sacu..alo,CA93R2R For Lara Information nee Cala lab's.genera,nates papa anal masa woo altos: RsngwM0.1.04Oi2o17 SPACING 24.0" JREF- 1VMD7175Z07 ALPINE:ww.alpineitw.cos;T►I: was.tpi,vt.erg,fru:aew.ebeindostry.ce.: ICC:sow..1 panty re.oro THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115042--TIMBER TECH FRAMING -BURNHAM-ASH/ BLDG 1-WEST -- ASH AND BURNHAM TIGARD - 62) Top chord 2x4 HF #2 :T1 2x6 HF #2: 2 COMPLETE TRUSSES RE U I RED L- z 2 Bot chord 2x4 HF #2C.' 3 Q Webs 2x4 HF Std/Stud :W2 2x4 DF-L Std/Stud: Nail Schedule:0.131"x3", min. nails Top Chord: 1 Row 012.00" o.c. 120 mph wind, 43.38 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot Chord: 1 Row 012.00" o.c. anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs : 1 Row 0 4" o.c. DL=6.0 psi. Use equal spacing between rows and stagger nails in each row to avoid splitting. Wind loads and reactions based on MWFRS with additional C&C member design. Right end vertical exposed to wind pressure. Deflection meets 1/180 criteria for flexible wall coverings. In lieu of structural panels use purlins to brace all flat TC 0 24" OC. Deflection meets 1/360 live and L/240 total load. Creep increase Calculated vertical deflection is 0.69" due to live load and 0.78" due factor for dead load is 1.50. to dead load at X = 17-10-12. 4X16= 4X5= o.s _ T1 =.41410,44.4444446 5X7Ls 3X5- 5X5 4X5> 0.5 _i 1,S�X4 UI 1-4-0 �� r� r. m `_ 2-3-1 _i- .� ~a 1 i _ +41-8-0 .� 3X5 III 4X8(R) ul 4X5= 3X5me 3X552 3X5FE 4X5-- 4X5= W2 Lc-3-10-8- H0312� L4-9-12 I- 4-5-0 sI- 3-8-0 4-11-125-1-8 -11-812 4511-2 m 4-9-12 I 4-9-12 I 4-8-0 7-11-4 10-3-0 14-1-12 32-4-0 Over 2 Supports R=1743 U=383 W=5.5" R=1439 U=216 W=2.75" RL=61/-24 Design Crit: IRC2012/TPI-2007(STD) PLT TYP, 20 Gauge HS,Wave FT/RT=21%(096)/4(0) 15.01.04 -v.' . ' e, OR/-/1/1/-/R/- Scale =.1875"/Ft. Truss Components of Oregon 503 357-:118 eeIMIRNIN01ae raw Am FOLLOW AU-KITES an nits mom! g 1 N REF R7175— 95668 po ( ) ••1ggONTAMe• fllvlSN TN Ie eNNAINA TO ALL COITIAerggs INelllOOIA THE INATAt1ENS. d E• Q TC LL 25.0 PSF 825 N 4th.Ave,Cornelius OR 97113 0 !t F� If Tremor's require extreme eery In febr:aat,ng.handling. .hipping, Installing and bracing. Refer to and.elle. 14575. q TC DL 10.0 PSF DATE 12/14/15 the letcat*eft.es of RCS! l.ullding Component Safety lnferestlon. by ci end PTCA)for...roepractices prix to performing these functions. Installers shell provide teaterary bracing per SCSI.awnless noted otherwise. %• tm chord shall have properly att...structural sheething end bottom chore shall have a properly attached rigid cel ling, Lecatlens shown for permanent lateral restrelnt of webs shall have bracing installed per ECSI /_ BC DL 10.0 PSF DRW CAUSR7175 15348126 emotions B3.61 or 910. es applicable. Apply plates to each face of truss and position es show,abaw end nn f g N2 ,ails Details, unit's.noted ether..., Refer to drawing.1dM-E foe standard plate positions. 1-14/2ot5 BC LL 0.0 PSF CA ENG BFR/GWH A�I� I� Alpin.,,a elvlelen of In euileirg CM...SS Gray Inc. ehwll IIIc be respw.slblm for any devlat,m fres.this OREGON drawing. any fellers to build the trees. In aeoe.-mence with ANSI/TPI 1. or forretooling, shipping. A TOT.LD. 45.0 PSF SEQN- 240751 AN TN COMAANY instal let:en a bracing of tr....... A seal on this drooing sr.woo pada I1.tl.5 this w»ILO, Indlootoo...gMtalnu of rroMa/arl soAlloarlrg 1 �a.2,0.10� r.e.selblllty palely f the design.hewn. Tip suitability one r of this drowns for ores immature.Is she 0351 Raaiu Clack ra.ge wpIIIty of e»walling Mynee per grn ANi I gen.:. RO&b T •0.6. DUR.FAC. 1.15 Sacramento.CA 95828 ALPINE:wwr,isinelt�I•oo�e;`TM,r.tpl,oetherg nal:""`.,r`.bci�naend yleme ICC sites: sme.icaeafe.erg Renewal Nile 4/3012017 SPACING 24.0" JREF- 1VMD7175Z07 L. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS IFR. (1115042--TIMBER TECH FRAMING -BURNHAM-ASH/ BLDG 1-WEST -- ASH AND BURNHAM TIGARD - 63) Top chord 2x4 HF #2 :T1 2x6 HF #2: 2 COMPLETE TRUSSES REQUIRED L.....__ Bot chord 2x4 HF #2 Webs 2x4 HF Std/Stud :W2 2x4 HF #2: Nail Schedule:0.131"x3", min. nails Top Chord: 1 Row 012.00" o.c. 120 mph wind, 43.38 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot Chord: 1 Row 012.00" o.c. anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs : 1 Row 0 4" o.c. OS , DL=6.0 psf. Use equal spacing between rows and stagger nails in each row to avoid splitting. Wind loads and reactions based on MWFRS with additional C&C member design. Right end vertical exposed to wind pressure. Deflection meets L/180 criteria for flexible wall coverings. In lieu of structural panels use purlins to brace all flat TC 0 24" OC. Deflection meets 1/360 live and L/240 total load. Creep increase Calculated vertical deflection is 0,67" due to live load and 0.76" due factor for dead load is 1.50. to dead load at X = 14-11-0. 4X8= 0.s Ti 5X7 3X5= 5X7= 0'5 - 5X5SS 1 .5X4111 } — 4X5 — 3 1-4-0 �_ �`~_ 2-3-1 J. _ 3X5 91 4X8= 5X5= 3X5 T P -41-8-0 3X5' 4X5= 4X8 L-3-10-8� W2 H0312.- I- 4-11-12 4-11-12 - 5-1-4 4 -11-812 -I- 4511-2 oil, 6-2-10 44 6-0-14 'd I- 9-11-4 -I- 10-3-0 -I_ 12-1-12 -I I'= 32-4-0 Over 2 Supports >1 R=1743 U=383 W=5.5" R=1439 U=216 W=2.75" RL=60/-24 Design Crit: IRC2012/TPI-2007(STD) .EO PROFF PLT TYP. 20 Gauge HS,Wave FT/RT=276(0%)/4(0) 15.01.►_ d Eri4 OR/-/1/1/-/R/- Scale =.1875"/Ft. Taus Components of Ore 1503)357-!118 "w�IMGI ea NFJo who FOLLOW ALL NOTES OR nils ORNRING1 825 N 4th Ave,Cornelius OR 97�13 "I�"Wro RIMINI TINS DIMING m ALL omicron INCLUDING DE IWsnlusn, C. ` si4t/ Z TC LL 25.0 PSF Trus require estremo care in fabricating,handling. shipping. Installing and bracing. Refer to and.allow , 1 78 �f REF R7175- 95669 _ the latest maiden of ncti Is, Inst Component e safety Ie temporary by Til arra bTCA)far.efaey detlaw prior TC DL 1D.D PSF DATE 12/14/15 to platesting those f"rctla(B installer,sn,ll prarld.temporary braslag par SCSI, Uulass noted etferwlura -- top chord shell ave praporly...had structural nheeth,rg and bottom chord shell have a properly attached �.Jrigid coning. Locations shone for parlament lateral restraint or sobs.boll leve b aci g Inetahled per PCSI BC DL 10.0 PSF DRW CAl1SR7175 15348127 �� IHentloll.B7, b7 or ata.elf ewlltebl o. Apply plates ce each Ise.of Lre,e Iola position w slrawln,Dove..re an. 41401$ - © `�--' tMJoins Dell..Amos.hotea ethemei». ygpie ceareas ace of torrstend poclasssae h wle.Alperw dlelsionMIn.Madill- ena grwbr11rotbe rihl•farweb. lwtlen frpx a GON BC LL 0.0 PSF CA-ENG BFR/GWH arnming,wily failure to build eM truss rn eonfereence with AMSf741 1, or nor hmWling, Lrippl "'a _AH naw cohAnnhJY A...1'e nlNla ,��f t f,me llett L mi.rr..,l1g1/ 1asl..c...ow.pt.,,b.a?pren..laa.l.ng,n»flhg \ :::!:,(.........00/1:0) 0,101. 4, TOT.LD. 45.0 PSF SEAN- 240741 n..pwwlbll,ty molly for the dente.hewn. Tem meltaility and imam.f this droning for eey structure 1e the TOUR.FAC. 1.15 %351 Rosemis Ceche responsibility of pe building D..lgoor per ANSI/Till I W...2. Sacramento,CA 95%2% For more Inforn..Lion aur this Job's gee..rel notes pelta find these web'ltes RenewMDde OMOMma SPACING 24.0" JREF- 1yMD7175Z07 ALPINE:ows.alpse mo saw: TPI:www.tplcat.erg; ,.MA,rat waw,abaiMustry,nam; ICC:leet assfe.org THIS DIG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115042--TIMBER TECH FRAMING -BURNHAM-ASH/ BLDG 1-WEST -- ASH AND BURNHAM TIGARD - 84) Top chord 2x4 HF #2 :T1 2x6 OF-L 2400f-2.0E: 2 COIPLETE TRUSSES REQUIRED I 2 : Bot chord 2x4 DF-L #1&Bet. 1111111 Webs 2x4 HF Std/Stud :N2, W4, W14 2x4 HF #2: Nail Schedule:0.131"x3", min. nails Top Chord: 1 Row 012.00" o.c. 120 mph wind, 43.38 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot Chord: 1 Row 012.00" o.c. anywhere In roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs : 1 Row 0 4" o.c. DL=6.0 psf. Use equal spacing between rows and stagger nails in each row to avoid splitting. Wind loads and reactions based on MWFRS with additional C&C member design. Right end vertical exposed to wind pressure. Deflection meets L/180 criteria for flexible wall coverings. • In lieu of structural panels use purlins to brace all flat TC a 24" OC. Deflection meets L/360 live and L/240 total load. Creep increase Calculated vertical deflection is 0.49" due to live load and 0.56" due factor for dead load is 1.50. to dead load at X = 16-11-0. 1.5X4 III 4X8- 0.5 _ 4X5.- Ti 3X5' 5X7= 3X5= 5X7== � 0.5 — 3X10a W 2-3-1 • 3X511 W2 4X8= W4 4X5=== 3X5 ' 3X5- 3X5F.F. 4X12= 1.5X4 III 14,1-3-10-8-)J H0308� ' 3-11-3 4-0-15 4-0115 4-11-12 �.�■ 4511-12 �1l 5-2-10 5-0-14 I, 11-11-4 _I_ 10-3-0 _I— 10-1-12 J I' 32-4-0 Over 2 Supports R=1743 U=360 W=5.5" R=1439 U=221 W=2.75" RL=66/-24 Design Crit: IRC2012/TPI-2007(STD) O PROIr PLT TYP. 20 Gauge HS,Wave FT/RT=276(0X)/4(0) 15.01. FS OR/-/1/1/-/R/- Scale =.1875"/Ft. ••/ARNINGI••RUC me FOLLOW ALL MOTES an nns mem! REF R7175- 95670 Inns N 4th lee,of Cornelius Q ••110gRTAKt'• rumen MIS IN.111R7 m ALL w.ISeeTSS.111cwS111g Tie rlardLtAm. F41 1. TC LL 25.0 PSF R25 N 4th Ave Cornehas O 97 13 Trammell t? 7 require extreme care In fabricating. handling.i snipping. Installing and.,d bracing.Rey. to«w.eller X9676• TC DL 10.0 PSF DATE 12/14/15 the lament ngities of ncti (Building Corers nhnt.l Prov de temporary by TPIper pBC51fCA) Tor safety ted other prier to performing[Moa functions. Installers sh.l l armies temporary IIfY.Ing par SC51. Unions,oleo otherwise. /1 top chord shell"ave properly attached structural sheathing end batten chord shell have a properly att+ched --" rigid ceiling. Lecetion.shown for perannenc lateral restraint of Bobs obeli hew bracing Anetsnod per SCSI d� . BC DL 10.0 PSF DRW CAUSR7175 15348128 �!I T ectionn Ra,ST or 1110.ore owl.... Apply platen to eaTaco of trues end position es shown above end on Al 14/201$ l p ea.Joint Retells. unless noted otherwise. Refer to drwi 111011_:for atane.re plate positions. BC LL 0.0 PSF CA-ENG BFR/GWH N Alpine. s division of IA.i laing ce�e Bate.Group Inc.Ino. s1.11 a responsible for any deviation from illi. OREGON drawing.any failure to Wild the tress In conformance with ANSI/API 1,or for handling. shipping, AN ITW COMPANY inst.ratlan a bracing of irea.ms. Ifs 4. v TOT.LD. 45.0 PSF SEQN-..oI.n Ani.04.,10.x..v.,.per U1.ti..1.1*Mewing, h,dleee e 0 00ptleee of pref.wl..r etillresrlog 9 n.�6 t• Q 240749 re.p..lbl 11ty solely Ter elle r..1g..hewn. To sultaelIley end see of qhs Mwlng far ens structure I.the R351 Roe Circle responsibility of lee*e'Idles Designer per"'°'^PI'....x. fat+ lig-V". DUR.FAC. 1.15 Sof0000o,CA990 For more inror...tian nee thin Job•f gene,.)notes page and theme web alias: SPACING 24.0" JREF- 1VMD7175ZO7 ALPINE:wwwwCAwM .elpineite.e ; TPI:w .tpinec.nrg;.T : ww.sbelustry.com, ICC:wee,iccsah,org Renewal Coate 6/30/2017 1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115042--TIMBER TECH FRAMING -BURNHAM-ASH/ BLDG 1-WEST -- ASH AND BURNHAM TIGARD - 65) Top chord 2x6 HF SS 120 mph wind, 43.32 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 OF-L 2400f-2.0E :62 2x4 DF-L #1&Bet.: anywhere in roof, RISK CAT 11, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud :W2 2x4 HF #1&Bet.: DL-6.0 psf. :W10 2x4 OF-1.. Std/Stud: Wind loads and reactions based on MWFRS with additional C&C member 5 (a) Continuous lateral restraint equally spaced on member. design. in lieu of structural panels use purlins to brace all flat TC 0 24" OC. Right end vertical exposed to wind pressure. Deflection meets L/180\....../ criteria for flexible wall coverings. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Calculated vertical deflection is 0.71" due to live load and 0.74" due to dead load at X = 13-11-4. Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. 8X8= 4X16= 4X5(R) III 8X10 5X5= (a) o.5 _ 3X5111 0.5 1-4-0 _`�,_ _ W10 2-1-11 ��- -� m - - 41-8-0 1. 1 62 3X7 B W2 H0619= 4X5= H0510= 5X5= 5X7NS Le-3-10-8-1 6-11-10 44 6711 6 4-11-812 - 4511 2-1-8 �` 5-6-6 I- 13-11-4 .,1. 10-3-0 .J_ 5-4-10 J k 29-6-14 Over 2 Supports d R=1706 U=358 W=5.5" R=1380 U=201 W=4" RL=56 Design Crit: IRC2012/TPI-2007(STD) gp. gf� - - - PLT TYP. 20 Gauge HS,Wave FT/RT=294(096)/4(0) 15.01.►�.'. S OR/ /1/1/ /R/- Scale =.1 875"/Ft. Truss Components of Oregon 503)357-.I 18 ••alnuNDl•• READ A10 MUM ALL NOTES a nos wIiM111Gt �i 825 N 4th Ave,Cornelius OR 971 I3 ""*d1fNrt" 'n'"'""TM's°""",o"'1 egglllNcrwa IIg0.Wlg.TME INSTALLERS. 0 did 1NFl�A O TC LL 25.0 PSF REF 87175- 95671 Tresses require oatrewo care in fabricating,handling. .h.pplog. Installing and bracinlatestg. ety.r to ace follow 19B7BP TC DL 10.0 PSF DATE 12/14/15 Tho erform edition of SCSIi Is. hg Installers a Safety Ie temporary by TPI and gSCSI for sy..ty a tea prior . to porror.i,g Ober.functions. :hell peri:.t..per.ry bracing per SCSI- u.lewa noted etherwi e. top chord shall have properly attached structural.ha.thing end bottom chord shall have a properly attached rigidline. Loheti00a,how.,for pe,.anent lateral restraint of Web,shall have brae ing Installetl nor fel i� �' BC DL 10.0 PSF DRW CAUSR7175 15348129 ,4 1�U �� I sections By or 1110. .e.pp,1eehl.. Apply plate:to each fa.of truaa ane position as she..usage end on o the Joint Details. miq,noted otherwise. Refer to dr..ings 160A_=fpr.tanderd pieta positron.. I larzots BC LL 0.0 PSF CA—ENG BFR/GWH 1 Alpin., a diesel: of 11M riltll g Components Group Inc. s Deli at be responsible for any:«socia from enia OREGON rneing. any failure to build the truss In conforms,..with MSI/TF1 1, or for lagling, shipping, AN ITWCOMR4NY i'neta.lotion A bracing of trusses. `'r TOT.LD. 45.0 PSF SEAN- 240774 A.awl.n Nilo Moving sr Ower page listing this dr..lrg, Indloat de..ptapee of prefee.lenol engineering 9 Min.ae.1046 - r.yraibility osl.ly for the~bin waw.. Ti,...ltwi7i.y and .f MIe dressing far e y.waw.le the .11/A4 Min. .N� DUR.FAC. 1.15 FROM DE — 9351 Raaaa Circle ,sap.aIbl Ile"of then Sullair*heals.'per Agq/SPI 1 Saa.l. SommentoX/oPAV Far mars information fell,goner.,notes end thaw.ob site,: JREF- 1VMD7175Z07 ALP/MS:araolernelte.co.:TPI R . p,nse.org: CA:www. nd atry.cem: ICC: www.lccs.re.ere %news!DlMgwsufeM7 SPACING 24.0" THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115042--TIMBER TECH FRAMING -BURNHAM-ASH/ BLDG 1-WEST -- ASH AND BURNHAM TIGARD - BSA) Top chord 2x6 HF SS 120 mph wind, 43.31 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L 2400f-2.0E :B2 2x4 DF-L #1&Bet.: anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psi, wind BC Webs 2x4 HF Std/Stud :W2 2x4 HF #1&Bet.: DL=6.0 psf. • (a) Continuous lateral restraint equally spaced on member. Wind loads and reactions based on MWFRS with additional C&C member 16511/4- design. In lieu of structural panels use purlins to brace all flat TC w 24" DC. Right end vertical exposed to wind pressure. Deflection meets 1/180 Bottom chord checked for 10.00 psf non-concurrent bottom chord live criteria for flexible wall coverings. load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase Calculated vertical deflection is 0.60" due to live load and 0.67" due factor for dead load is 1.50. to dead load at X = 13-11-4. 8X8• 4X12= 0.5 __ 4X5 8X8- 5X5= 0.5 _ 1.5X4 rn 1_4_0 W2 — IP. (a) (a) U 2_1_5 iii _ ,:.._ � 41-8-0 3X7 IN 4X16= ^4X5. H0510= B2 5X5= 6X8• I.-3-10-8----DJ 6-11-10 6-11-10 5-1-8 5-1-8 4-8-2 6-11-10 7-1-6 4-11-12 4-11-12 4-9-14 13-11-4 I 10-3-0 1 4-8-2 I 28-10-6 Over 2 Supports a{ R=1589 U=355 W=5.5" R=1281 U=196 W=4" RL=55 Design Crit: IRC2012/TPI-2007(STD) .IPPROP. PLT TYP. 20 Gauge HS,Wave FT/RT=2X(0%)/4(0) 15.01.0] $ - ,et _ AQtS OR/-/1/1/-/R/- Scale =.25"/Ft. Truss Components ofOregon (50.3)l3 503 357-..118 ••11ARNU101.•REPO NO MILON All NOTES a THIS pNNNNIEt O �1' 825 N 4th Ave,Cornelius 012 9713 ••IEOORwrt'• MIMI=TM's bMAti TO ALL OaTTIVC0NE nICWDII0 TRE INSTAUE10. �, y TC LL 25.0 PSF REF R7175— 95689 Trusses require metro.caro In fabricating. handling, shipping. Installingend bracing. Rorer to and folie. 19575' — 9 the latest edition of SCSI (Building Ce.pe..eot Safety Infer-motion. by TO!end 0000)for safety practices price 4001 TC DL 10.0 PSF DATE 12/14/15 to performing these funCtl000. Installer.shall provide temporary bracing per SCSI. Unless meted otherwise. top there shall novo properly attached structural sheathing end bottom chord shall nave a properly Attu.. �- ,0411111041/4 rigid ceiling. Locations shown for permanent lateral rostroint of webs snail hove Priming Installed per RCSI BC DL --- 10.0 PSF DRW CAUSR7175 15348147 1• ,actions R3. RT or 810, an opalltool.. Apply plates to each rot.or truss end position as sham,shevb aid on 1-'14/2015 ��D[%%%S.1 ` the Jo,nt Details.unie.s noted otherwise. Refer to drawings 160&_2 for standard plate position.. n OREGON BC LL 0.0 PSF CA—ENG BFR/GWH f=1 ' V Alpine, n dhvhsien of IT Building Cepenents Group Inc. shell not responsible for deviation fro this drwlrg. any railere to wild tee.truss In conformance with AR51/TPI t,or for handling,shipping. `� TOT.LD. 45.0 PSF SEAN- 240850 AN ITWCOMPANY h.etallatidn.lancing of trusses. A Mel.n MI.dr..1np.r soon pogo noting this domino, IMI.at...aeept..a.on /W 20.19 %A ..epan.Ibl l lty..I.1,nor th.d..lgn Moon. Tn..plwl ity...o woo of this dr..1.15 t �.trua.l.II.vd ��& I �`v r0000n.Iblllty or the•.1101 a..lon.rR.FAC, 1.15 FROM DE 03s:ROtam Cock A pr A141/1►t 1 A.A.a.e.t. SarramIllo.CAq5AN For wore hnfo„meti..woo till.Jobs general notes wage.lee tno.d sob sites: RenewMOM.IIJ3O12O17 ALPINE:new alplc.ltw.ee.: Tel'. ww.tpioat-erg;aftA,..w.sbaneu0try.e001 ICC:rw.l . .erg SPACING 24.0" J REF- 1 VMD71 75Z07 THIS 1786 PREPARED FROM COMPUTER I NPUT (LOADS& DI NS I OHS) SUSHI TIED BY TRUSS MFR. (1115042--TIMBER TECH FRAMING -BURNHAM-ASH/ BLDG 1-WEST -- ASH AND BURNHAM TIGARD - 66) Top chord 2x6 HF #2 (**) 1 plate(s) require special positioning. Refer to scaled plate Bot chord 2x4 DF-L #1&Bet. :62 2x4 HF #1&Bet.: plot details for special positioning requirements. Webs 2x4 HF Std/Stud :W2 2x4 HF #2: 120 mph wind, 43.32 ft mean hgt, ASCE 7-10, CLOSED bldg, Located (a) Continuous lateral restraint equally spaced on member. anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC0.9 01=6.0 psf. In lieu of structural panels use purlins to brace all flat TC a 24" OC. Wind loads and reactions based on MMFRS with additional C&C member Bottom chord checked for 10.00 psf non-concurrent bottom chord live design. load applied per IRC-12 section 301.5. Right end vertical exposed to wind pressure. Deflection meets L/180 Deflection meets L/360 live and L/240 total load. Creep increase factor criteria for flexible wall coverings. for dead load is 1.50. Calculated vertical deflection is 0.69" due to live load and 0.77" due Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, to dead load at X = 15-11-4. Ce=1.10, CAT II & Pf=21.17 psf. 8X8(**) 0.5 — 5X7(R) u1 8X10=- 1 X10= 3X10= 8 obs _ 1 .5X4 III _ 3X5= T 1----- ------ — ---tet'`=_- — . "ftmftm _ �—a) r�_ 2-1 11 1-4-0 -L L .i .____ r_- B2 +41-8-0 i 3X71 IJ 8X8 5X7(R) II H0514 3X5. 3X10- 5X7= L-3-10-8-. W2 F` 5-3-3 5-4-15 5-4-15 �' 4-11 5-1-82 r 4511-12 -' 3-6-6- Lr. 15-11-4 `I— 10-3-0 J..3-4-10,1 E 29-6-14 Over 2 Supports R=1698 U=362 W=5.5" R=1313 U=201 W=4" RL=56 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. 20 Gauge HS,Wave "WARNING .wFaw„FT/,/RT=2%(0%%)x/4(0) 15.01., •S'. - ' F� OR/–/1/1/–/R/– Scale =.1875"/Ft. Truss Components of Oregon (503)357-2118 1 N . / r1G e$ 825 N 4th Ave,Cornelius Olt 97 13 "'�"'r"'w" 1 '°191""'99,'1'7p"'A'O1AMOf0MUM="T"e"'S►�� Ott TC LL 25.0 PSF REF R7175- 95672 'freesias require ewtreme caro,n fabricati s11l g.Kwell log, pprng. installing and lassoing. Peres follow and foll h5 Incest edition or SCSI (wilding ee.oq,.ent Witty Inf5rwt.w, by TPI end TWA)ser safety practice,.prier`. 19J57liP v TC DL 10,0 PSF DATE 12/14/15 to porroreing these functions. Installers shall provide temporary bracing per SCSI. Unless noted*thereto, /, top chord shell have properly enacted structural aheath,ng and bottom chord shall have a properly ettedwd field coiling. Locations sheen for permanent I 1 restraint of mobs.hall neve bract,Installed per x91 6001 _ BC DL 10.0 PSF DRW CAUSR7175 15348130 1 entlaon ea. oT or 810. as apps lcwle. Apply plate.to 5011 race or cruse end poeltIsn es slew,wove and on Al1 u1[1 N p-.-t..t•Is1a,of In a,�d,ng ca5.r5.w:fc.e,o 7-7..7:,:"-:::cwp,w,otoodle pr5r5any da,I.zlon,...t5,. 1. 14/2015 BC LL 0.0 PSF CA-ENG BFR/GWH strewing.any fed ler.co build the truss confo,wwKe mlth ANSifTPI 1, or for Mnailne. .1,1,. Q OREGON AN RW COMPANY ,n.t.Ilation a arming e,trees... _ems '� TOT.LD. 45.0 PSF SEQN- 240777 A owl en tole'rowing or.weer peg:11.51ng thl.owl , hmlle.tw.eneptwpe et preM.lanel ergl,.001.5 V v-11.20,1Ya , _ r..p ,.ilii i la.*•ly NI..Wilding igner�Ala1/1P1 I I i erw "lar tl r.dra.lrg lir erg ell= Ion a.. vit., b •Hof. DUR.FAC. 1.15 FROM DE 8351 Remota Circle _ nen Saogln,CA95$ZA re for metnvorm.tIen see this Job's goner..notes peg.and themeweb vita.: SPAC 1 NG 24.0.. ALPINE:w .elpIit..co.: TPI:ewe.tpl,ut.a.g:,TCA:waw.sbo oa,stry.ce:: ICC:ww.lsesa,e.o,g Renewal Date 01302017 JREF- 1VM07175Z07 wp. THIS OWO PREPARED FROM CONFUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115042--TIMBER TECH FRAMING -BURNHAM-ASH/ BLDG 1-WEST -- ASH AND BURNHAM TIGARD - 86A) Top chord 2x6 HF #2 (") 1 plate(s) require special positioning. Refer to scaled plate Bot chord 2x4 DF-L #1&Bet. :B2 2x4 HF #1&Bet.: plot details for special positioning requirements. Webs 2x4 HF Std/Stud :W2 2x4 HF #2: 120 mph wind, 43.31 ft mean hgt, ASCE 7-10, CLOSED bldg, Located (a) Continuous lateral restraint equally spaced on member. anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC F1 DL=6.0 psf. .. In lieu of structural panels use purlins to brace all flat TC w 24" OC. Wind loads and reactions based on MWFRS with additional C&C member Bottom chord checked for 10.00 psf non-concurrent bottom chord live design. • load applied per IRC-12 section 301.5. Right end vertical exposed to wind pressure. Deflection meets 1/180 Deflection meets L/360 live and L/240 total load. Creep increase factor criteria for flexible wall coverings. for dead load is 1.50. Calculated vertical deflection is 0.63" due to live load and 0.70" due Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, to dead load at X = 10-6-5. Ce=1.10, CAT II & Pf=21.17 psf. 6X8(R) ill 0.5 _ 4X8(R) nl 3X5= 8X8= 3X10= 0'5 —1.5X4111 8x8(**). 1_4_0 L--_— — ■ . — {a) "� 2_11-5 __._ -___�If}--m — 141-8-0 8X8= 5X7(R) III H0514= 3X5= 3X10= 5X7= ir--3-10-8-5J 3X7111 B.5-3-3 I 5-4-15 "� 5-4-15 �Ir_ 4511-12 4 11- 2 'IL 2-9-14 --I !- 15-11-4 10-3-0 ...1...2-8-2 j F! 28-10-6 Over 2 Supports 5i R-1665 U=359 W=5.5" R=1281 U=196 W=4" RL=55 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. 20 Gauge HS,Wave FT/RT=2%(0%)/4(0) � 4 , c OR/-/1/1/-/R/- Scale =.25"/Ft. Truss Components of Oregon (503 357•'118 e' IRO!••REM Ano mum um ALL NOTES Cm in*MAFIOSI 5 1M R25 H 4th.Ave,Cornelius OR 97�13 ••IROkrMff�• RwiI911 tills g.A.IK 70 ALL rnlltilAcio.s I.eUI.IMg MA I"sP"''t"'• u• �G e0 0 TC LL 25.0 PSF REF R7175— 95690 Trusses require Oetre.e core in faarieeting,handling, .hipping. Installing end Priming.Refer to and folie. 1957NP thw,Kest edition or RSI (Building component Safety Information. by TPI arra.ICA) for safety pi-motives Prior , 7 TC DL 10.0 PSF DATE 12/14/15 co performing chose functions. t installers Swill provide temporary Priming per Pf31. Unless noted otherwise. I ,I LOP•:bora shall have properly attached structural Sheathing.rd bottom chore.M 11 awe o Properly eetaehaa BC DL 10.0 PSF DRW CAU$R7175 15348148 rigid'*.lire. (oceciwre show.fpr permanent IKere1 ra cralnT"r wa shall naw brerirg 1net.1led Per Bt91 �� i f d N aectronS Da.B)or BTg.ex epplidle. Apply pletc.[n aKh/eta of truss m,e pvallion m.hawrl above and en ' Fo `::,--.D::::::::',7.--.:7::47-..-. he --.D:,::,'o,.oma". 7:: co„-.nR,10::7.7`:::.:6:::z.:7.---::::::-.spono P*%:lotion fro.tai, 1 '14/2015 BC LL 0.0 PSF CA-ENG BFR/GWH droning, any failure to wild the truss �n conforeenee with ANSI/TP( 1,or for hewiing. snipping. OREGON AN rrW CoMP14NY instal imus.a bracing trusses. TOT.LD. 45.0 PSF SEQN- 240853 A mei en chie downwind or ewer page listing this drawing. Inale.w.e.ept.nee er prerseela el engineering 'r�X0.20,i i'P L'4, gaiety RA51 Rln.ufimle responsibility f.iy the design.leen. The eultobIilty and w..er this drawing for.nn'tuckers 1.tie 0L g .N DUR.FAC. 1.15 FROM DE ra.p.n.Ibility et the wilding Designer per A1151/141 1 See.2. Sauamm(o,CA 9SAZA ref more Information see this lobs general nn s paps and those we sites: - AtPINE:ww.elpineits.ens: TPI:ww.tpi,aat.erg:.TLA,ww.sbelndustry.Tes: ICC: www.leesafe.org Renewal D.N.6/302017 SPACING 24.0" JREF- 1VMD7175Z07 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115042--TIMBER TECH FRAMING -BURNHAM-ASH/ BLDG 1-WEST -- ASH AND BURNHAM TIGARD - 87) Top chord 2x6 DF-L #2 :T3, T4 2x6 HF #2: (**) 1 plate(s) require special positioning. Refer to scaled plate Sot chord 2x4 DF-L #1&Bet. :B2 2x4 HF #1&Bet,: plot details for special positioning requirements. Webs 2x4 HF Std/Stud :W2 2x4 DF-L #2: 120 mph wind, 43.32 ft mean hgt, ASCE 7-10, CLOSED bldg, Located -�^ (a) Continuous lateral restraint equally spaced on member. anywhere in roof, RISK CAT II, EXP B, wind IC DL=6.0 psf, wind BC '\1":) • DL=6.0 psf. • In lieu of structural panels use purlins to brace all flat TC W 24" OC. Wind loads and reactions based on MWFRS with additional C&C member Bottom chord checked for 10.00 psf non-concurrent bottom chord live design. load applied per IRC-12 section 301.5. Right end vertical exposed to wind pressure. Deflection meets 1/180 Deflection meets L/360 live and L/240 total load. Creep increase factor criteria for flexible wall coverings. for dead load is 1.50. Calculated vertical deflection is 0.67" due to five load and 0.71" due Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.1O, to dead load at X = 11-10-5. Ce=1.10, CAT II & Pf=21.17 psf. • 6X8(R) Ill T4 3X5 III 8X8(**)_ D.5 4X8(R) III 8X8 8X8= 3X10 0.5 4- ■ r ti 1-4-0 . — et � = T3 2-1-11 1_ r1.. - : — ; 41-8-0 i B2 3X7 III 8X8= 4X8(R) III H0514= 4X5= 3X10= 1.4c-3-10-8=,.1W2 4X5(R) III 5-11-3 �JK 6-0-15 y 5-11-3 5-1-8 y 5-1-8 j-4-�o 5-11-3 ` 6-0-15 I 6-0-15 4-11-12 I 4-11-12 11 - I_ 17-11-4 L. 10-3-0 1i- 0 14( 29-6-14 Over 2 Supports > R=1705 0=365 W=5.5" R=1323 U=201 W=4" RL=56 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. 20 Gauge HS,Wave FT/RT=2%(0%)/4(0) 15.01.x,<:' iI F. OR/-/1/1/-/R/- Scale =.1875"/Ft. Tniss Components of Oregon 15031357-2118 ...WARMING]••WAD MO FOLLOW AL.NOTES ON MIS ORwIIC] rrJ I H 825 N 41h Ave,Cornelius OR 97113 s•I.reRTANTsm MAMMA MIS ORMINNO TO ALL OONMACTOOs IMAMS THE IN.TALLeIS. U,� NAG FFA O TC LL 25.0 PSF REF R7175- 95673 Trusses require esti-coo care In fabricating,handling, shipping, installing end breams. Rarer to end fallow 19575 P the Intone coition of AC51 Iea,Iding�,pene.t Lenity Infermetlan, by TPI and.TG) far...city practice.prior , TC DL 10.0 PSF DATE 12/14/15 to perrorml.g chase function, Installers.Holl provide teroorary br.efng per eCsl. Unless,.ecce oeherwiae. 1 �, can mora'hall Mveclo properly ett.nnea structural sheathing me o bottom`:.are shell new a property at<eenen BC DL 10.0 PSF DRW CAUSR7175 15348131 rigid telling. L« n for permanent lateral ei ba Mall have bracing installed poi!CSI f- j ,4 LSO N IE sections.e3,07 or es npplleahlo. Apply plates to each face of crass and position es shown above end on the Joint oetaii>. unless noted otherwiso. Reser to drawing.leoA-z For standard plate position.. 1:14/2015 BC LL 0.0 PSF CA-ENG BFR/GWH Alpine,o division of n or IBuilding Components Group rocs shall net M n reapaslble for any deviation iron this OREGON Oetori g. .my failure co patio to crane in eonforea,ta with ANSI/TPI 1, or feu handling, shipping. C)M' Inptellntlpn 4 brining er truss., TOT.LD. 45.0 PSF SEQN- 240781 AN ITWLOMPA A not on enla drwing sr souse pogo I I.tlng this drawl.,, IadI..t...rasteste sr PrsfessloneI.rglnwrug �� 0.20,10 G ra.p.nalblI Icy..I.Iy for Ui.d..lgn slaw.. Tim mutability end use or this dismiss Ter s,, structural I.yr Q�D •N . QUA.FAC. 1.15 FROM DE X.151 Roy=Cade responsibility of eh.pallet.,D..Ign.r per VI 1 pis. Sea-memo,CA 95R2R For.aro Information see tale fob's general notes page end these web sites: • ALPINE:limy w ..ipineltt.e.e.TPI: ww.tpinse.erg;Rte,: aetry.ene, ICC:.stir:ndwww.,eo,ere.ore Relmw.ID.b&3012e17 SPACING 24.0" JREF- 1VMD7175Z07 THIS DWG PREPARED FROM COMPUTER I NVUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS WR. (1115042--TIMBER TECH FRAMING -BURNHAM-ASH/ BLDG 1-WEST -- ASH AND BURNHAM TIGARD - B7A) Top chord 2x6 DF-L #2 :T3, T4 2x6 HF #2: (") 1 plate(s) require special positioning. Refer to scaled plate Bot chord 2x4 DF-L #1&Bet. :B2 2x4 HF #1&Bet.: plot details for special positioning requirements. Webs 2x4 HF Std/Stud :W2 2x4 DF-L #2: 120 mph wind, 43.31 ft mean hgt, ASCE 7-10, CLOSED bldg, Located (a) Continuous lateral restraint equally spaced on member. anywhere in roof, RISK CAT 11, EXP 8, wind TC 01=6.0 psf, wind BC el DL=6.0 psf. In lieu of structural panels use purlins to brace all flat TC 0 24" OC, Wind loads and reactions based on MWFRS with additional C&C member Bottom chord checked for 10.00 psf non-concurrent bottom chord live design. load applied per IRC-12 section 301.5. Right end vertical exposed to wind pressure. Deflection meets 1/180 Deflection meets L/360 live and L/240 total load. Creep Increase factor criteria for flexible wall coverings. for dead load is 1.50. Calculated vertical deflection is 0.58" due to live load and 0.66" due to dead load at X = 11-10-5. • 6X8(R) UI 3X7 III 4X8(R) Ill BXBRE 6X8ON 3X10= 0.5 1-4-0 • L __ ��----_.� `1 2-1-5 — _�-- — • 41-8-0 82 18X$ 4X8 R) IHO514 4X5= 4X5(2) UW2 3X10 L--3-10-8--='J 3X7111 1.4 5-11-3 6-0-15 5-11-3 5-1-8 5-1-8 8 2 5-11-3 6-0-15 6-0-15 4-11-12 4-11-12 L 17-11-4 10-3-0 1( 12 E 28-10-6 Over 2 Supports R=1588 U=361 W=5.5" R=1281 U=196 W=4" RL=55 Design Crit: IRC2012/TPI-2007(STD) E)PRO PLT TYP. 20 Gauge HS,Wave FT/RT=2%(0%)/4(0) 15.01., i d`,, OR/-/1/1/-/R/- Scale =.25"/Ft. Truss Components of Chcgon 503 357-!l IS 'mammon!••REM alai O3 TO ALL MDi[5 a SDIMIN AWING! GIN Cr pn ( ••IMromAwr•• FAMISH MIS galanag TO ALL maisarclaas IMCLWIM nc IasrALue. !� F TC LL 25.0 PSF 225 N 4th Ave,Cornelius OR 97113 Trusses require extreme care I„fabricating.handling. „a end brad.,. Refer to and roll.,. 1,675� 4" y -REF 27175- 95691 roe,notion. hatal,r TC DL 10.0 PSF DATE 12/14/15 aha eateac Michas or acyl (s. la st Component /provide Inrar..orar by TPI orae wTCSI for usscy preacher prior c performing these'Unctions. Ir.efallar•WW1/prow lde[wp.rary ironing per SCSI. Unless,ben o[her.la., t tap chord Shall have Properly attn.,.dtruacurel arnaMing end bottom chord snail have a properly ett.elpd rive coiling. Location,enema,for permanent lateral reatrarnt of swim shall lave bracing inst.l las per SCSI i� % BC DL 10.0 PSF DRW CAUSR7175 15348149 A 1� d N (hec onsJoint al. a7 oril..ate, as notopped iother e. R places to each race of fence.w pe.ltlte as.lion.bays and a O t..hint naiads. moan octad et aroma.. serer is Ina. Taw-z rar acendardneibl plat.any deviatitione. 1.14/2015 GO BC LL 0.0 PSF CA-ENG BFR/GNH alpine, .di an of Ibu Building g truss in tta wow 1w.h AN not a or for rar sns ripping. from this OREGON eewi.q, any failure to wile w true. In cenrer•..c..rch aifsl/TPI T, or roe h1..d1I,g. shipping. — AN ITW COML74NY hiatal let ion a brncing or crease.. A...I w Mia ar..Inp.,....r P.S.Slating tido drawing. 1M1a•a......ptan.•of pro/ea.lw,.l algin.arIrlp '9Q Ilk RD,19# ! TOT.L0. 45.0 PSF SEQN- 240856 ra.pamialllcy wily for the Mlma ohm,. Tho wltability ane pa..f this drwina for any immature I•Ma "p O •Nv -'- 1351 Rp�yne Clrck r..p..arall Icy of the.,"alna s.Isnar per ANSI/11,1 T sea.2. . W DUR.FAC. 1.15 FROM DE SaI:1a11klto.CA O5R2R per.,,roc Information see gl. g ,eb•.general.a e.p•e and these web sites SPACING 24.0" JREF- 1VMD7175Z07 AIPinE:w..alprlrsaww ltr.c : TPI: .tpinat.nrp:aTCA: ..abci,Mu•try.cae: ICC:raw.lessors.or9 Ranawmoo.smaaa7 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115042--TIMBER TECH FRAMING -BURNHAM-ASH/ BLDG 1-WEST -- ASH AND BURNHAM TIGARD - BB) Top chord 2x6 HF #2 (") 1 plate(s) require special positioning. Refer to scaled plate Bot chord 2x4 DF-L #1&Bet. :62 2x4 DF-L #2: plot details for special positioning requirements. Webs 2x4 HF Std/Stud :W2 2x4 DF-L #2: :W10 2x4 HF #2: 120 mph wind, 43.33 ft mean hgt, ASCE 7-10, CLOSED bldg, Located (a) Continuous lateral restraint equally spaced on member. anywhere in roof, RISK CAT II, EXP B. wind TC DL=6.0 psf, wind BC DL=6.O psf. In lieu of structural panels use purlins to brace all flat TC w 24" DC. Wind loads and reactions based on MWFRS with additional C&C member Bottom chord checked for 10.00 psf non-concurrent bottom chord live design. load applied per IRC-12 section 301.5. Right end vertical exposed to wind pressure. Deflection meets L/180 Deflection meets L/360 live and L/240 total load. Creep increase factor criteria for flexible wall coverings. for dead load is 1.50. Calculated vertical deflection Is 0.69" due to live load and 0.78" due to dead load at X = 13-2-5. o.s SXS� 8X8m 6X10= 1.5X4111 4X12= 8X8 __ _ 1_4_0 �� —_ Vii= 2-1-15 1_ .. _ ~---F-1 •- my ... 4_41-8-0 1.. 1 2 3X5(**) III V— 8X10 5X5® H0510= 65X12= 3X5 III L3-10-8-5J W2 6-7-3 _iL 6-8-15 >It 6-7-3 'll, 4-9-13 ,I` 4-9-13 AI 6-7-3 6-8-15 6-8-15 4-8-1 4-9-13 I— 19-11-4 tiI, 9-7-10 1 29-6-14 Over 2 Supports s) R=1620 U=365 W=5.5" R=1313 U=202 W=4" RL=58/-20 Design Crit: IRC2012/TP1-2007(STD) , p PROic PLT TYP. 20 Gauge HS,Wave FT/RT=2%(0%)/4(0) 15,01.' a • FSS, OR/-/1/1/-/R/- Scale =.1875"/Ft. Truss Components of Oregon ({503)357-1118 MGI" WAD AID FOLIO,Au.NOTES ON MI5 oRAN'NGI �°� �aG�FF • TC LL 25.0 PSF 825 N 4th Ave.Camelms OR 97113 `•IMrarnwr•• w.11sN TNIs avowing i°ALL rnNrntclgla IRL7IDIIID 1K 1NBTALti1D. (�' rQ l'.,, REF R7175- 95674 Trusses: t efir e„-ufrSCSI Wicaw lding 'c »t Ser.,l"i„,"wast n, installing >"Pi':nd Gbracing. Ter aeSorer ract�es prior fasts r , TC DL 10.0 PSF DATE 12/14/15 to performing those'Unction.. !mita/lora shell provide t-wend ba lar..l"9 per DCSI. Unless noted otherwise. r ' top chord shell have proporly ptca.:ne0 structural alwthnng end bottom chard shall hew a properly.ttathed rigid acilinp. Locetio,s.hewn for peraan.n,t lateral Int of webs shall hew bracing instatloe pop.SCSI I' lik f BC DL 10.0 PSF DRW CAUSR7175 15348132 �� we'. 03, s1 or BtD,ea applicable. apply planw.a co each Taw or truss and show.b atlr,s.show and on 1,:14/2015 the Joint Details.unless noted otherwise. Rarer to Crewing.1standardt.rd plow far standard peaitiens. BC LL 0.0 PSF CA—ENG BFR/GWH �aJ Alpine, .division of In Oulhd,.g Components Group Inc. shall not M responsible tar wry devl-clan from thio OREGON drroirg, any follure to Wild tie true.,n conformance with AN51/TPI 1. or for handling. shipping AN ITW COMR4AJY ,total lotion.brat log of trusses. 1A). y ".,, 20.10° ''� TOT.LD. 45.0 PSF SEAN— 240784 A rssyd+elbllAA lll'ty solely'Bter err dmap leen,'limn.Tb..ulwlliey and w of this swains Tee etlrwi"'turs I.the �Ol N� %351 Rovana Orcle nwpanalblA/ty-/'1l.111•11/Ing Designer lase M61/TPI 1 Ees.2. Nus DUR.FAC. 1.15 _ FROM DE sacramaeio CA/5828 For more Information see this job's general rotas page and these web:ices: ap»Cr.IDate asorm1T SPAC 1 NG 24.0" JREF— 11/M®7175ZO7 ALPINE:ww.el pirohp.car:TPI:ww.epi rot.o.p;Bfu,sew.wol.,dustry.cnm: ICL:ww.lroa.r..erg THIS DMC PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115042--TIMBER TECH FRAMING -BURNHAM-ASH/ BLDG 1-WEST -- ASH AND BURNHAM TIGARD - BSA) Top chord 2x6 HF #2 (") 1 plate(s) require special positioning. Refer to scaled plate Bot chord 2x4 DF-L #1&Bet. :B2 2x4 DF-L #2: plot details for special positioning requirements. -- , Webs 2x4 HF Std/Stud :W2 2x4 DF-L #2: 120 mph wind, 43,33 ft mean hgt, ASCE 7-10, CLOSED bidg, Located (a) Continuous lateral restraint equally spaced on member. anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind B 911: DL=6.0 psf, In lieu of structural panels use purlins to brace all flat TC ® 24" OC. Wind loads and reactions based on MWFRS with additional CAC membe Bottom chord checked for 10.00 psf non-concurrent bottom chord live design. load applied per IRC-12 section 301.5. Right end vertical exposed to wind pressure. Deflection meets 1/180 Deflection meets L/360 live and L/240 total load. Creep increase factor criteria for flexible wall coverings. for dead load is 1.50. Calculated vertical deflection is 0.64" due to live load and 0.72" due to dead load at X = 13-2-5. 8X8("")= 0.5 4X5=.7. 8X■8DS 6X10 3X10= 1 .5X4 IP III - 11 441-8-0 _n: B2 W2 8X8- 4X5.2-1 H0510� 5X5a 5X7® 1.---3-10-8—�3X7 III 6-7-3 44 6-8-15 6-8-15 6-8-15 4-9-13 4-1-5 le 19-11-4 _I_ 8-11-2 —I I'c 28-10-6 Over 2 Supports R=1588 U=361 W=5.5" R=1281 U=197 W=4" RL=58/-20 Design Crit: IRC2012/TPI-2007(STD) ,EO PROS PLT TYP. 20 Gauge HS,Wave FT/RT=2%(076)/4(0) 15.01.+ i ass,+{- OR/-/1/1/-/R/- Scale =.25"/Ft. Truss Components of Oregon (503)357-_II8 "xARNMMCI••REPO No FOLLOW ALL NOTES°"MIS OIII�IIISI ii13f•E- V� REF R7175- 95692 R25 N 4th Ave,Comehos OR 97113 "( r '• FURNISH THIS DRAWING�°ALL c•.l.Anogs 111elapl.0 71,g INSTALLERS. C'! TC LL 25.0 PSF Trues..require extreme eery In fabricating,handling,,hipping. Iwt.lting and bracing. Refer to end fall.. 18678P the latest.dillea of.CSI (Belton..C—==es Safety InrerwtIoh, try TPI and.rCA)for Se.),er.etiees prier . /, TC DL 10.0 PSF DATE 12/14/15 co performing these functions. Installers shelf provide temporary br.eing per SCSI. Unless noted otherwise. ar afore shell naw properly attached avutet lad vastestr and of chord.hare brae a Instaly duper MIC /- i BC DL 10.0 PSF DRW CAUSR7175 15348150 rigid Coiling. Locations fop rly ter struct lateral restraint of reel'haihood have bracing Installed per ed ,4 � r santlnns B3. B7 or B10. .s applicable. Apply Plates to eech Taco of truss and position.s Moen above and en 1 w 1412015 ,.q-alit g.tall,. ,.les,het.d athar„I,a. R.r r to dr..l,ga 7 :far.t.,.derd Plata te,ltlah.. BC LL 0.0 PSF CA-ENG BFR/GSII AIDi,w, a vivl.lon pr IlA Sulldinp CompOna..ca eaow I.q. atoll hoc ee asapoa.lbla/or ta,y e.vtetlw.iron tela 0 OREGON drawing. any fadere to bulla the truss In aonforannee with ARSI/TPI 1. or for handling,shipping. SEQN- 240859 .. AN mw COMANNY lnot.1 lector.A bracing of truaaw. A .I en intl.warily.r mew loge Hadley tale Drawing. ladle.n....b.pg.a"" p .f vh..Ioe.l wylneerlry rwps..lbIllty solely for ono Weigh slow,. 11it wltablIlty Rind woo of this drarrng for any.srp¢Nr.Is the 1, aaayw..Isl lute.f the Ow long tetI nor/.r 4/331/11.1 I 3...2. O • W•�� DUR.FAC. 1.15 FROM DE RBI Rosea Cu-de SEr.me o,CA'sszs par more information les this labia general noes page and thew web sites: R«l.p„IDBs.ersmtotT SPACING 24.0" JREF- 1Vi/07175207 ALPINE:a.m.elpineite.cs;TP1,.w.tpinet.org:WTCA:wee.,ec.M.Mtry•eon: ICC:ww,.iccsofw.org THIS MG PREPARED FROM COAVIITER IW'UT (WADS&DIMENSIONS) SUBMITTED BY"RUMMER. (1115042--TIMBER TECH FRAMING -BURNHAM-ASH/ BLDG 1-WEST -- ASH AND BURNHAM TIGARD - B8C) Top chord 2x6 HF #2 (•') 1 plate(s) require special positioning. Refer to scaled plate Bot chord 2x4 DF-L #1&Bet. :B2 2x4 DF-L #2: plot details for special positioning requirements. g��, Webs 2x4 HF Std/Stud :12 2x4 DF-L #2: :W10 2x4 HF #2: (�L 120 mph wind, 43.33 ft mean hgt, ASCE 7-10, CLOSED bldg, Located (a) Continuous lateral restraint equally spaced on member, anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=6.0 psf. In lieu of structural panels use purlins to brace all flat TC • 24" OC. Wind loads and reactions based on MRS with additional C&C member Bottom chord checked for 10.00 psf non-concurrent bottom chord live design. load applied per IRC-12 section 301.5. Right end vertical exposed to wind pressure. Deflection meets 1/180 Deflection meets L/360 live and L/240 total load. Creep Increase factor criteria for flexible wall coverings. for dead load is 1.50. Calculated vertical deflection is 0.69" due to live load and 0.78" due to dead load at X = 13-2-5. 0.5 • SXS� 8X8= 6X10= 1 .5X4 it 4X12= 8X8s _ 1_4_0 CW 2-1-15 _.1.441%.""*".....�� — — a1 8 0 _i B2 3X5(") III 2 8X10 5X5= H0510= 5X12= 3X5 II L-3-10-8-).-1 I' 6-7-3 irk6-B-15 'I= 6-7-3 � 7,1 � 4-9-13 .,1_,, 4-10-5 6-7-3 6-8-15 6-8-15 4-8-1 I 4-10-5 I,_ 19-11-4 -I_ 9-8-2 .1 E29-7-6 Over 2 Supports '1 R=1622 0=366 W=5.5" R=1315 0=202 W=4" RL=58/-20 • Design Crit: IRC2012/TPI-2007(STD) .gyp PRpkde. PLT TYP. 20 Gauge HS,Wave FT/RT=2%(0%)/4(0) 15.01..• # ' c1q S �"` • OR/-/1/1/-/R/- Scale =.1875"/Ft. Truss Components of Oregon (503)357-2118 • INGI•• Rio FOLLOW All emu ON 11115 LOPIIH EI el 825 N dih.Ave Cornelius OR 97113 •"Im°RTAIrte' "MIEN MA 010111710 TO RLL eem""aT°"s 1 UM/a THE Iw*"usla• 0' �Q 1. TC LL 25.0 PSF REF R7175- 95706 19575 Truest.require mamma care In fabricating.handling. ehivplrg, Installing end bracing. Refer to any follow TC DL 10.0 PSF DATE 12/14/15 tht latest edition of PCSI (Building Component Safety Information, tryPI Tand RCA)for safety pr.rtleas prier o perforating these Reeder.. installers shell provide temporary bracing per SCSI. Unitas noted otherinse, ,' to chord shell love properly attached strut y»•U lug any of chord shall have•properly d pa, �_. - BC DL 10.0 PSF DRW CAUSR7175 15348163 .gid ceiling. Lteetlen..bean for perasn,nt lateral restraint of..se shell hove bracing Installed per SCSI 124/2015 A L,PONE the inr.n na ails.Of.unless sn oppl Icablo. ?ply platen to a!alien race for ay posltl..•o elwan breve end on flat Jot. Details.vor IT neuil Riled lad. Refer to drawing.,,/net .or ny nsibltiora plot.paaltlias. ti OREGON BC LL 0.0 PSF CA—ENG BFR/GMH Alp lnw, •• 1 of I1A building Component.Group Inc.l . sbwll net Ott responsible f«wn deviation free this .r... any failure to build the truss In confornende with ANSI/Tpl 1, or for handling. shlsping. V AN ITW COMPANY Instal lotion A brae ing of tr"atc,. 11S �taM� I 2O,a l N4•. TOT.LD. 45.0 PSF SEQN- 240915 reopenslelll Ohio*amino bIy'Nfor tire&mieg11 IMea. fl,.*Ole s ifsblliSP and .f this 1,15 root maty t tie roil.no N351 RmaeuCirtk r..pa.lbellb or the NplldIii D1p ..Ior per AN5I/1►I 1 Saa.2. DIfR.FAC. 1.15 FROM DE s:nmalo,CA93(25 For ater.Informittion ate this pan's gene•, wIt.a pot,and theme wen wn. al17 SPACING 24.0" JREF- 1VMD7175Z07 ALPINE:ww.aepin•Itcom: Tv!: was.tpi,at.org;MA,swn.ebonyustry.cat: ICC: mos.Iccsere.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115042--TIMBER TECH FRAMING -BURNHAM-ASH/ BLDG 1-WEST -- ASH AND BURNHAM TIGARD - B80) Top chord 2x6 HF #2 120 mph wind, 43.35 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud CIL=6.0 psf. Truss designed to support 1-0-0 top chord outlookers and 3.00 PSF Wind loads and reactions based on MWFRS with additional C&C member I16 .. cladding load one face, and 24.0" span on opposite face. Top chord must design. not be cut or notched. �J Right end vertical exposed to wind pressure. Deflection meets L/18 See DWG GBLLETIN1014 for gable wind bracing requirements. criteria for flexible wall coverings. In lieu of structural panels use purlins to brace all flat TC a 24" OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Fasten rated sheathing to one face of this frame. 3X5 III 4X5= 0.5y — 4X5= 1-4-0 J Fi N __ O-. I�� ; 2-2-5 1 '/////////Tl / //////////////////////////////////7//////////// - al-a-o 3X7 III 5X5= • LE-3-10-8-- r1-5-2 r 2' '+c 26-1-12 a1 L 20-7-4 ..i 8-11-10 1 l'= 29-6-14 Over Continuous Support sl R=105 PLF U-29 PLF W=29-6-14 RL=2 PLF Note: All Plates Are 1.5X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) ,EO PROF PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01.' ' • _ �b'.Q_ OR/-/1/1/-/R/- Scale =.1875"/Ft. Truss Components of Oregon (503)357-:i IS ••1MR1tNGl••READ AND FOLLOW ALL NOTES a TNis morrow N. aG t4. 't3 A25 N 4th Ave,Cornelius OR 97E13 •'IWpOR►AIR•• FURNISH MIS MARINO TO ALL OONTRACTORS 10CE.DIN.THE I.WTALLERS. (!' 1�75p LQ y TC LL 25.0 PSF REF87175- 95675 Trusses require extrema are n fabricating. handling. ,hopping, inatalli and basting.Refer to end follow 9 TC DL 10.0 PSF DATE 12/14/15 he f SCSI (Building component Safety Information.by TPI .TG)for safety entices prior ' ;/ o performing theme functions. Installers shall provide teeperery bracing Per.CSI. Unless Meted DHerwise.gdilika __. tem chord shell have properly•ttMhed mtrnrteral sheathing and bottom chord shell MVO a properly•ttrhM algid calling. Locations shown inr peraa,lent lateral r tralnt of oche anal) have baring ins[allpd per pe51 /+� BC DL 10.0 PSF DRW CAISR7175 15348133 wrotlaim.53. .7 or 010, es applicable_ Apply plates to oath rata or trues and position as Shawl above and on I /14/2015 A ,�D r I E the hint Detoile. class noted otherwise. Refer to areeinge 1600.-Z for standard plate positions. OREGON BC LL 0.0 PSF CA-ENG 8FR/GWH V Alpine, a division of nM Building Cvmpements Group Inc. shell no be responsible for any deviation from tnie , awing. any failure to build the AN RW COMPANY intruss In conformance with ANSI/TPI 1,or for handling, shipping. .ata letlen A breve of truants. •1"-CIL Vin.20,11'0 �•, TOT.LD. 45.0 PSF SEQN- 240789 A peal on thin drawing DP of=pea listing M1.drawing. 1lalaeb*atpgtanaw of pr.M.loaml.ag11wr115 ,weprslbilleg*Only fpr tA....an Whams. The suitability=Id lean of fin..draNng far any*armature Is the OLD' W e N Nisi Ra:amCirtlt reap,n.fbllaq of trio 001101/5 Deeige'per ANSI/Di 1 g*.2. Y *• OUR.FAC. 1.15 FROM DE Saoamm(q CA 95818 far more 1 r r s Annthis Los general notes peg*and chase web sites: Raw.ID.t.Wreorzo17 SPACING 24.0" JREF— 1VMD7175Z07 ALPINE:ww.elpiheltw.cwm: TPI. bt. ,.tpinst.org:RITA:ese.sbo Andustry.tom, IGC,mww.lecsafe.arg THIS 17RG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115042--TIMBER TECH FRAMING -BURNHAM-ASH/ BLDG 1-WEST -- ASH AND BURNHAM TIGARD - 69) Top chord 2x6 HF #2 (**) 1 plate(s) require special positioning. Refer to scaled plate Bot chord 2x4 DF-L #1&Bet. :B2 2x4 HF #1&Bet.: plot details for special positioning requirements. Webs 2x4 HF Std/Stud :W2 2x4 HF #2: :W10 2x4 DF-L #1&Bet.: 120 mph wind, 43.38 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC OL=6.0 psf, wind BC (a) Continuous lateral restraint equally spaced on member. DL=6.0 psf. In lieu of structural panels use purlins to brace all flat TC 0 24" OC. Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Right end vertical exposed to wind pressure. Deflection meets L/180 criteria for flexible wall coverings. Deflection meets 1/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Calculated vertical deflection is 0.67" due to live load and 0.76" due to dead load at X = 16-4-9. • 8X8- 8X8(**)5 4X8(R) )N 0.5 _ 4X5s 5X12. 3X5111 (a)_ I 1-4-0 M• ------__ a) --_— W10 2-2-15 ~� _�i - B2 = • 4_41-8-0 1. 3X7111 8X8= 5X7(R) III H0514= 4X5= 5X7= W2 1-r-3-10-8->J 1` 5-4-15 � 5-6-11 5-6-11 5-6-11 'i 7-5-14 L 21-11-4 ,L. 7-7-10 ,J kc 29-6-14 Over 2 Supports d R=1620 U=351 W=5.5" R=1313 U=202 W=4" RL=62/-21 Design Crit: 1RC2012/TPI-2007(STD) fop PRCtA . PLT TYP. 20 Gauge HS,Wave FT/RT=296(0%)/4(0) 15.01.1, % * 64% OR/-/1/1/-/R/- Scale =.1875"/Ft. Truss Components of Oregon (503)357-1118 a 9MARMIMN71 ova WO MM FOLLOW ALL NOT a MIS MMFINGI �l �F • 82.5 N 4th Ave,Cornelius OR 97113 a•IMNdIWANre A NIIM TIAs MATING TO Au OININACTOn INaugm TRE Warn inns. 19675. 4' 1. TC LL 25.0 PSF REF 87175- 95676 Truss,rewire extreme noire in fabricating.handling. shipping. installilly and bracing.Refer to and follow . tho latest edition of UCS/ (Building Cm.,Safety Information,by TPI and NTCA) for safety practices prier .41001 TC DL 10.0 PSF DATE 12/14/15 to performing tnese functions. Installers shell provide temporary bracing per BCSI. Unless noted otherwise. top chord shell have properly attachod structural ...thing and bottom chord shall have a properly attached �� rigid ceiling• locations slam^ permanent lateral restraint of webs shell have bracing ire[ellno par SCSI BC DL 10.0 PSF DRW CAUSR7175 15348134 I� • sown on.A. Ml or BIR, as applicable. Apply plates to each feta of truss and position.shown above and en 1-'14/2015 HA ��O„ ' I I the)sin:Retail..unless noted othrwlae. Refer to drawings 1BOA-Y ref standard piece positions. OREGON BC LL 0.0 PSf CA-ENG BFR/GWH i Alpine,a division of ITN Building Components croup Inc, shell not be responsible for any deviation from this dimming. any failure to build the[rune In conformance with ANSI/TPI 1. or for handling. .hipping, AN ITW COMPANY Ins[al,stlon A bracing of trots.,. 16,`Ion.20,illel. .4rTOT.LD. 45.0 PSF SEAN— 240792 PRIM A.sal an tela*rSalA Nf Pon*"pm I latl.g till.dr..lpw .. w , Indlaataa aaptanof prof00010 al yl000rlpg OMm I W. nwpe...lbll lty.ol.ly for ter..design.bean. Th.aaltmb/l lty and him of onto drawing far may.n.ppwrm Iv the �� -- 11351 Rovona Ci¢k reop.n.lblllty.f Cho Mmllding D..'goor pr IP ANMI/ I T P.a.2. DUR.FAC. 1 .15 FROM DE Saualncnlo.CA 0511111 For ware Information, [his Job's gon.nrol notes page and the,web sites: R.n.w.I Oat.N/30lo17 SPACING 24.0" JREF- 1VMD7175Z07 ALPINE:"w..elpin. TP ice.eo.: I:www.npin.t.org:.TCA:www.sbalmaetry•com: ICC:..w.l otter..org ITHIS DING PREPARED FROM COMPUTER INPUT (LOADS I DIMENSIONS) SUBMITTED BY TRUSS MFR.(1115042--TIMBER TECH FRAMING -BURNHAM-ASH/ BLDG 1-WEST -- ASH AND BURNHAM TIGARD - BRA) Top chord 2x6 HF #2 ("1 1 plate(s) require special positioning. Refer to scaled plate Bot chord 2x4 DF-L #1&Bet. :62 2x4 HF #1&Bet.: plot details for special positioning requirements. Webs 2x4 HF Std/Stud :W2, W10 2x4 HF #2: 120 mph wind, 43.38 ft mean hgt, ASCE 7-10, CLOSED bldg, Located (a) Continuous lateral restraint equally spaced on member. anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC 11 ) DL=6.0 psf. In lieu of structural panels use purlins to brace all flat TCA 24" OC. Wind loads and reactions based on MWFRS with additional C&C member Bottom chord checked for 10.00 psf non-concurrent bottom chord live design. load applied per IRC-12 section 301.5. Right end vertical exposed to wind pressure. Deflection meets L/180 Deflection meets L/360 live and L/240 total load. Creep increase factor criteria for flexible wall coverings. for dead load Is 1.50. Calculated vertical deflection is 0.63" due to live load and 0.71" due to dead load at X = 10-9-14. 8X8 8X8(**)----.. 4X8(R) Ill 0.5 — 4X5 5X12 3X581 l 1_4_0 L� -- 88 _W 1 ------------- ' ` w10 2-2-15 :___... I —. .. 8X8= 4X8(R) B 62 - -I40-41-8-0 1-<---3-10-8�3X7 ill WZ HO514� 4X5 6X8 5-4-15 5-6-11 5-6-11 5-4-15 6-11-2 5-4-15 5-6-11 5-6-11 5-6-11 6-9-6 I_ 21-11-4 _I_ 6-11-2 `f 1 28-10-6 Over 2 Supports R=1588 U=348 W=5.5" R=1281 U=197 W=4" RL=62/-21 Design Crit: IRC2012/TPI-2007(STD) ,EO PROFF • PLT TYP. 20 Gauge HS,Wave FT/RT=2%(O%)/4(0) 15.01.► _ g ' Arr . S'.. OR/-/1/1/-/R/- Scale =.25"/Ft. Truss Components of Oregon (503)357-.',118 o.INANININDIm*NEAP Awn POLON ALL NOTES ON MIS ONTINCI U, tl— 825 N 4th Ave,Cornelius OR 971 13 ..INPar"m" wwn'R MIS o"Iwtns+O Nu CONnuerme INamINo Ale manuals. 41 1.• TC LL 25.0 PSF REF R7175- 95693 Trusses require extreme mere ,n rebrIceting, handling, shipping, I,pulllog end braving.Cofer to and Nohow , 19575' . mho latest edition of le (uulld,ng Component Safety Information,by TPI end Nrco for..rimy practice.prior 1, TC DL 10.0 PSF DATE 12/14/15 to performing these functions. Installers.hall provide temporary bracing per SCSI. Unless noted otherwise. 141166, top chord whit)hove properly Method etrumtur.i sheathing end bottom chord shell have a properly...hod �- % BC DL 10.0 PSF DRW CAUSR7175 15348151 l rigid wiling. locatlone shown ref penmirot lateral r [rein[of web)shell have hemming Installed par SCSI A D N f .endo,. uT s,unlefs.applicable_ Apply pert.s wing free tows.,.I rd gi e°a.sheen.bow and on I larzUls p [he inJo1,t Idivisi, MI notal othWing Carse. Serer to Inc.draengssna 160A-brie[ for eponsibl plot.eery deviation OREGON BC LL 0.0 PSF CA-ENG BFR/GWH Alpine, w division or ITC Bui ld egg espwnt.Croup Iseshell roc be re.perolble for sny Wvlat Yon from thew drawing, any fmilure to Wild the trues in conrorwmnre with NI51/TII 1. or for handling. shipping. AN n-W COMPANY nycalletlen le bracing rr truce... 9ROL.20,.+H '." TOT.LD, 45.0 PSF SEAN- 240873 A rneopern iblII'.y eel.ly foing rr the Malprom in 1100A,o .. Tow oulleobiiiity wrdum or idrawing of Pb.'ay&Cruelerr*le the [�x�351 ROVNIZ Circle moppet/la/lite sr b. r,11.log,oealgsrr per ANSI/TPI ,S...z. DUR.FAC. 1.15 FROM FP ..wgpninilo,CA 958211 For more moonmeclan sec tnls fob's genal no .page.nd the..web sites: RammW DAMN N7 e ALPINE:ww..ipineitw.en..TPI: www.tphrt.org: Neu,:ww•.sxi.dustry.eoe: ICC:*.,,iee..r..erg SPACING 24.0" JREF- 1 VMD7 1 75Z07 THIS DING PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS IFR. (1115042--TIMBER TECH FRAMING -BURNHAM-ASH/ BLDG 1-WEST -- ASH AND BURNHAM TIGARD - B9C) Top chord 2x6 HF #2 (") 1 plate(s) require special positioning. Refer to scaled plate Bot chord 2x4 DF-L #1&Bet. :B2 2x4 HF #1&Bet.: plot details for special positioning requirements. Webs 2x4 HF Std/Stud :W2, W10 2x4 HF #2: 120 mph wind, 43.38 ft mean hgt, ASCE 7-10, CLOSED bldg. Located �t+ B (a) Continuous lateral restraint equally spaced on member. anywhere In roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind ‘.✓ DL=6.0 psf. In lieu of structural panels use purlins to brace all flat TC 0 24" OC. Wind loads and reactions based on MWFRS with additional C&C r Bottom chord checked for 10.00 psf non-concurrent bottom chord live design. load applied per IRC-12 section 301.5. Right end vertical exposed to wind pressure. Deflection meets L/180 Deflection meets L/360 live and L/240 total load. Creep increase factor criteria for flexible wall coverings. for dead load is 1.50. Calculated vertical deflection is 0.68" due to live load and 0,77" due to dead load at X = 16-4-9. 8X8= 8X8(**)-- 4X8(R) IR 0.5 _ 4X5= 5X12a 5X10= 1-4 o L— i— w10 — 2-2 15 J_ _Zw - 41-8-0 I 82 3X718 8X8= 5X7(R) Ill H0514= H0619= 3X511 W2 L-3-10-8-J 5-4-15 5-6-11 5-6-11 5-4-15 7-8-2 5-4-15 5-6-11 5-6-11 5-6-11 7-6-6 I- 21-11-4 _I_ 7-8-2 _I I` 29-7-6 Over 2 Supports 1.1 R=1622 U=351 W=5.5" R=1315 0=203 W=4" RL=62/-21 Design Crit: 1RC2012/TPI-2007(STD) -• PLT TYP. 20 Gauge HS,Wave FT/RT=2%(0%)/4(0) 15.01.x,':' a F. OR/-/1/1/-/R/- Scale =.187 5 /Ft. ••NNAro1N Nc r• - TtussComp(mentsof(he8on (103)357-!1 IR „1 ,• MINI= COMMTO Il:amll�6TIEIlan.ras �5 G1M O TC LL 25.0 PSF 825 N 4th Ave.Comehus OR 97113 !� F,p y REF 17175- 95707 Trusses require extreme este In rebrlcatIng.Dwindling. snipping, Installing and bracing.Refer to end follow tae latest edition er BC41 (Building ass76 TC DL 10.0 PSF DATE 12/14/15 ( "t Claes Sha safety I.temporary len.by TPI and RCA7 for s...n praetleaa Prier , ._ o performing hose fu nctlww. Instellors atoll Provide temporary bracing per usu. .a p"noted otherwise. , fop�e shall eve properly attached structural sheathing M bettor there roe Mw•properly nteael.d Si, Btf DL 10.0 PSF DRY/ CAUSR7175 15348164 gid /ling. Locations shown for permeant lateral f webs sell have bracing Instsl lee per dCSI �- i �� section,Es, e7 or Wig, es*printable. Apply plates to poen face of truss and position M"howl above mid en tae�e=nt gatai:a, •mica.natal atherelaa. Eefar to x.rtnge 16b1_z far:tame.::plat•Pealtlens. 1-.14/2015 BC LL 0.0 PSF CA-ENG BFR/GWH Alpin•, w y fader of ITE al.�lelrg trade conformance Iro.hell ,sot a r•rpfor h n rpt any tlpping.on rtes cols OREGON growing.any failure to build ton trwa In crwnrorsance with ANSI/TPI 1,or for handling. "hipping, AN RW COMPANY ,neeal lotion.bracing of trussing. r TOT.LD. 45.0 PSF SEQN- 240918 A MI en this missing or.Peer page I Nelly tl110 npolog. /ndl..t s••••Pe.1s.of prsfeeelen.l a glnp.rleg /Ad.44.20,10* G f' _ reepwlplbll lb.el. dw ly ter trim lgn lemon. The ositeend d pee of MIS drivel...Ave o. .traitors Is she ."-- 8351 Roma Circle r..Rw.1e111ty of ries Edlld lrq Designer per AIgi1RR1 1 Ess.:. O •] , V DUs.FAC. 1.15 FRDM DE splrelNlgg,cn 75E2E for raise atlwI ase thN,ab•a gwer.l wmr. gaga andttem wee.lies: .r. R.rl...11M.&3W701T SPACING 24.0" JREF- 1VI11D7175Z07 ALPINE: IPIneltw.cw: TPI:ww,tpl mt.nrp: 0.51: ache lnen strY.c.e: ICC; .ICON re. THIS DAG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115042--TIMBER TECH FRAMING -BURNHAM-ASH/ BLDG 1-WEST -- ASH AND BURNHAM TIGARD - 810) Top chord 2x6 DF-L #2 :T3 2x6 HF #2: (") 1 plate(s) require special positioning. Refer to scaled plate Bot chord 2x4 DF-L #1&Bet. :62 2x4 HF #1&Bet.: plot details for special positioning requirements. Webs 2x4 HF Std/Stud :12 2x4 HF #2: 120 mph wind, 43.42 ft mean hgt, ASCE 7-10, CLOSED bldg, Located (a) Continuous lateral restraint equally spaced on member, anywhere in roof, RISK CAT I1, EXP B, wind TC DL=6.0 psf, wind BC `` DL=6.0 psf. • In lieu of structural panels use purlins to brace all flat TC a 24" OC. Wind loads and reactions based on MNFRS with additional C&C member Bottom chord checked for 10.00 psf non-concurrent bottom chord live design.. load applied per IRC-12 section 301.5. Right end vertical exposed to wind pressure. Deflection meets L/180 Deflection meets L/360 live and L/240 total load. Creep increase factor criteria for flexible wall coverings. for dead load is 1.50. Calculated vertical deflection is 0.65" due to live load and 0.73" due to dead load at X = 11-9-14. 8X8 4X8(R) III 0.5 _ 3X10- 5X12= 3X5111 8X8= T3 _ 1--I- -4 0 � I- 7___-4________ I ' (a) -- J 2-3-15 - - dl - — 41-8-0 I 3X5(**) III \W2 8X8= 4X8(R) III Bz HQ514= 3X10a 6X8 1-<-3-10-8—.J 5-10-15 6-0-11 6-0-11 I` 5-10-15 sw 6-0-11 yl` 6-0-11 6-0-11 .,,,,r. 5-5-14 I, 23-11-4 ,►_ 5-7-10 ,I 29-6-14 Over 2 Supports R=1620 U=357 W=5.5" R=1313 U=203 N=4" RL=66/-22 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. 20 Gauge HS,Wave FT/RT=2%(O%)/4(0) 15.01.+ , :' ' 41 Fye OR/-/1/1/-/R/- Scale =.1875"/Ft. Truss Components of Oregon503+}357-1.118 ••MNM�tMDI••READ AID rULLMr ML ISMS MP nils gigoINBI Oj 1N 825 N 4th Ave Comoros 0�v711s ••I.oAnwr• RIMOSN Mils mem TO ALL CONMo mis Ilww^INS TME IIsmumoi. �� ,tai' E . Oy TC LL 25.0 PSF REF R7175- 95677 Trusses require extreme care In fabricating, hsndllng. snipping, lnstelllrg and bracing. Refer to and fella. 19675P e lacer edltlen of ACSI (Building Comment safety Information. by MI and PTCA) for safety mettleTC DL 10.0 PSF s prior , DATE 12/14/15 o p oma lrg these nwiction.. installers Melt provide temporary brmI g per BCSI. Unless noted°Maass. 'r top More snail leve properly attached.truoturel sheathing and bottom chord wall hive•properly attached rigid coiling. locations shown for permanent lateral rsatr ins of webs shall have bracing Installed Per RCSI j- . BC DL 10,0 PSF DRW CAUSR7175 15348135 ^ sections BS. 87 or Big. ea applicable. Apply plated tea oath face of truss and position w shoen whose and an A Lr[I N 7.-:::-. o� h,.t.e:;v,.%,.7,-7.—.7.:,—.—. `••n w p,rg ta.�m„�.r6,--„:".'"-.7%4:-..--7..7-..,,'-'":;,..,,,...... 1 14/2015 BC LL 0,0 PSF CA-ENG BFR/GMH oup We .pm,an ippingOREGON drwing, airy,failure to Wife to crura In emfarm.nca with NIS 1/TPI t,or for h.slllng, shipping. 0 AN ITW COMPANY instal Mtion A brat bg or trusses. �B� v TOT.LD. 45.0 PSF SEQN- 240796 A wad on eels Mwlp minor nor poopPlating NIndicates.. la drawing, Indicates ..puna ts•or pr. ..Iel rlpinoori, IA. A. ii.20, t r.ep.n.l.l Illy calmly for to w.lpn Mem. 71e eultwll Ity end owe of V.P.alma/deg for asy Structure I.the V �- 11351 RJtyuCirck r.a..el.ItIty or to•ending 4elp.r par All UM t Bw,». "-OL , FROMDE Sacramento.CA 938:8 for mora m.co ,lea neo .tpinsb•m gmen.i nate.page st Meso woL sites: ro Nonmoo Dat•W3012017 SPACING 24.0" JREF- 1VMD7175Z07 AMINE:exw.alplrw icorcam;Information a this job'. %Red: notes age en these ICC:it..loawfa.e THIS DUG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115042--TIMBER TECH FRAMING -BURNHAM-ASH/ BLDG 1-WEST -- ASH AND BURNHAM TIGARD - B10A) Top chord 2x6 DF-L #2 :73 2x6 HF #2: 120 mph wind, 43.50 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #1&Bet. :B2 2x4 HF #1&Bet.: anywhere in roof, RISK CAT II, EXP B, wind IC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud :W2 2x4 DF-L #2: DL-6.0 psf. �A (a) Continuous lateral restraint equally spaced on member. Wind loads and reactions based on MNFRS with additional C&C membe 1Qy�11k design. '✓� / In lieu of structural panels use purlins to brace all flat TC w 24" OC. IFI Right end vertical exposed to wind pressure. Deflection meets L/1;0 Bottom chord checked for 10.00 psf non-concurrent bottom chord live criteria for flexible wall coverings. load applied per IRC-12 section 301.5. Deflection meets 1/360 live and 1/240 total load. Creep increase Calculated vertical deflection is 0.59" due to live load and 0.71" due factor for dead load is 1.50. to dead load at X = 11-9-14. 8X8 0.5 — 3X10-- 6X10 T3 1.5X4 III 8X8 5X5= _ — D 1-4-0 �— —'� -�� a) (a) 2-3-15 _L 4.--- # —E -- ....�_ - 41-8-0 N2 Y� $X$= B2 3X5 III 5X5— H0514PR 3X10th 5X7RL 6-0-11 5-10-15 >c 6-0-11 44 6-0-11 5610-15 0-11 -..11` 4-11-2 I- 23-11-4 _I- 4-11-2 _I I‹ 28-10-6 Over 2 Supports R=1299 U=196 W=5.5" R=1299 U=199 W=4" RL=64/-23 Design Crit: 1RC2012/TPI-2007(STD) PLT TYP. 20 Gauge HS,Wave FT/RT=2%(0X)/4(0) 15.01. : ' ' 4 F, OR/-/1/1/-/R/- Scale =.25"/Ft. Truss Components of Oregon 357-?118(503 "�u (I NG I••'silo AND FORUM ALL NOES a 71115 Sanusi I Ns. 825 N 4th Ave.Cornelius OR 97�13 "'�01fA'F" FURNISH TM's°xA"N°T°"'i°°"(""e'°Is('lau°'NN^'e INSTALLERS. y U,� aC� E . O TC LL 25.0 PSF REF R7175— 95694 Trusses require extreme care In fabricating. hedl lips shipping, Installing and braving.Hofer to and Tel the latest edition of gal (Building ee.ponent safety Information,by TPI ria MCA)for safety praetleee prier , 1tta76• TC DL 10.0 PSF DATE 12/14/15 to performing these functions. Imitellers shell provide'temporary bracing par.c51. U,l..s noted other.,,.. , �. — cop chord shall have properly attached structural sheathing and bottom clod shell have a properly attached rigid coiling.Irg. lr:dcla.s shown for w..enonc lateral restraint of.sew.sell Iwo bracing Instars len per.GSI • �- BC DL 10.0 PSF DRW CAUSR7175 15348310 ,4 ��N I sectio., DT or 010. M.*malleable. Apply plates to each fee.of end position se shown above and do the)elnt Details.unless noted°crewel... Defer to dre.ing.1.0A_:for standard place positions. t t4/2015 BC LL 0.0 PSF CA-ENG BFR/GWH PO f A1pnme,.al.leion or Ili.ullai.g Components Croup Inc.shell not a responsible war.,y deviation from this OREGON awing, any failure to build Wm truss In conformance with ANSI/TPI 1, or for noodling, shipping, AN IT cOMMlb,hn drawing, any b braalrg of trusses. TOT.LD. 45.0 PSF SEQN- 240865 A..el an*Ala afswlnp or savor Pow II.tlhe Ship dais.. Inlndes.• ar prsr..alenrl anllnbafhp - V N.20.19# SEQN- l lty 5.Idly far r,.dol.*hewn. the.uIt bI I ley and pee«thus dm min,r2ry.t.,iotNro inn. �POL ie��G DUR.FAC. 1.15 FROM DE R35I ftrnau Circle re.ponolbl l Ify meths WIId1.g.e.lpmr par ANSI/TAI I I .l. Sacuanenld.CA 9S$28 Iver sere Infar..tlen elle this Jet.general notes page and the.e..b sit..: SPACING 24.0" 1VIND7175Z07 ALPINE:wra.elpineit..00e: TPI:www.tpinst.ergi RG(:we.sbelnauatry.eom; ICC: a Itcsef..org R,awwldDate 0012017 JREF- THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. '. (1115042--TIMBER TECH FRAMING -BURNHAM-ASH/ BLDG 1-WEST -- ASH AND BURNHAM TIGARD - 810AD) Top chord 2x6 HF #2 120 mph wind, 43.51 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud DL=6.0 psf. Truss designed to support 0-0-0 top chord outlookers and 3.00 PSF Wind loads and reactions based on MWFRS with additional C&C mem r IP cladding load one face, and 24.0" span on opposite face. Top chord must design. Q not be cut or notched. w 7777 Right end vertical exposed to wind pressure. Deflection meets L 180 `/ See DWG GBLLETIN1014 for gable wind bracing requirements. criteria for flexible wall coverings. In lieu of structural panels use purlins to brace all flat TC a 24" DC. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Fasten rated sheathing to one face of this frame. • • 5X5= 0.5 _ 4X5= . o D • * --g----a---- I ,— t 2- 5 1-4-0 H ' ;72/////////////////'////////////// / I t M• , , ////////////////////////// - 41-8-0 3X5= 28-10-6 I- 24-7-0 _I_ 4-3-6 _1 Fc 28-10-6 Over Continuous Support >1 R=90 PLF U=14 PLF W=28-10-6 RL=2/-1 PLF Note: All Plates Are 1.5X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) . PROF PLT TYP. Wave FT/RT=27.(0%)/4(0) 15.01.E ) R. OR/-/1/1/-/R/- Scale =.25"/Ft. Truss Components of Oregon (503)357-!118 "W ONGI"REM NO FUM NJ."ma ON nos°14.1116' GINS t O REF R7175— 95695 825 N 4th Ave,Cornelius OR 97113 "I �" plRalsx Txls RIR�nq*°AMl tgNtRR rats IRIaJoIRR TIE IRsrAuns. C7 FR Z� TC LL 25.0 PSF Trusses require ewcrea.ear.In febriceting, handling, ...Being, Installing and ereeing. Rehr to end fella. 19676• the latest edition of Rest (Building Component S.hty Information. by TPI sad.TCA)for serer,pract,eos pr.., . TC DL 10.0 PSF DATE 12/14/15 to performing these functions. Installers shall provide tesperery braelrg per SCSI. Union.noted eth.r.lsa, top Mord snail naw properly attached structural.neecelng ed bort.chord Mall have a properly attwened i rigid ceiling. Locations slaw,for permenent 1 1 restrain of webs shell now bracing installed per SCSI /- i BC DL 10.0 PSF DRW CAUSR7175 15348152 A- ,o�O N .aeries as. ai ar .a applicable. Apply Plato.to even fee.`Z truss sad d pieta as Mown seas and. _� ...IIII ,IIII IIItwo pineJoi. gaol io unless I sated uCa se. Rater to aa.Ing,sha ldnot erresponsible pieta any deviate 104421f" '14/2015 BC LL 0.0 PSF CA-ENG BFR/GWH IF, s. Alpine. s division of ITR Building ie truss On crs croup Inc.Man no or for handling, for a y e.niar;on from tons OREGON drwhng. .pry rs,lure w wild Vie cr.,:s In tvniwmenee With ANSI/TPI t, or for MMI Ino, Mlppinv, A AN ITW COMPANY Irob,lation A braC,ng er,truss.,. Imolai. 14,41w.2000% TOT.LD. 45.0 PSF SEQN- 240868 ra.ponolad t lley A seal on thls�ly for the d..pen*d nloy of wow;moo ,.O The sultab111ty and doe of�M1.�stng�any ol ate oso I.Mm O e —__._ WI Rotaracott, ...pwalbll lty.f at.Satiably dwagner per p/ISI/TPI T S...2. + DUR.FAC. 1.15 FROM DE $aC111M0Il1,CA'KAUM For more owon Seo rib .Jos gene..,note*peg.and cheap web eves ALPINE: oww.elpinsit..w.aoo..: Tel:ww.cpin t.org: RICA:wma.sbpld,.try,c.. ICC: ww.,acsafe.orp RoewMOMIAAMW2017 SPACING 24.0" , JREF- 1VMD7175207 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED 6Y TRUSS MFR. (1115042--TIMBER TECH FRAMING -BURNHAM-ASH/ BLDG 1-WEST -- ASH AND BURNHAM TIGARD - B10C) Top chord 2x6 DF-L #2 :73 2x6 HF #2: (") 1 plate(s) require special positioning. Refer to scaled plate _ Sotchord c ord 2x4 DF-L #1&Bet. :62 2x4 HF #1&Bet.: plot details for special positioning requirements. 1 Webs 2x4 HF Std/Stud :W2 2x4 HF #2: 120 mph wind, 43.42 ft mean hgt, ASCE 7-10, CLOSED bldg, Located (a) Continuous lateral restraint equally spaced on member. anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=6.0 psf. �� In lieu of structural panels use purlins to brace all flat TC a 24" OC. Wind loads and reactions based on MFRS with additional C&C member Bottom chord checked for 10.00 psf non-concurrent bottom chord live design. load applied per IRC-12 section 301.5. . Right end vertical exposed to wind pressure. Deflection meets 1/180 Deflection meets L/360 live and 1/240 total load. Creep increase factor criteria for flexible wall coverings. for dead load is 1.50. Calculated vertical deflection is 0.65" due to live load and 0.73" due to dead load at X = 11-9-14. 8X8RE 4X8(R) ill 0.5 3X10RE 5X12= T3 3X5 Iii 8X6E 1 4 0 C- _. ----7---41-----7------ L----1"....""."1"1""r- ---�- -- 2-3-15— I �� `w — 441-8-0 I 3X5(**) III 8X86 4X8(R) III B2 H0514= 3X106 6X86 W2 • L-3-10-8-›-I I'` 5-10-15 yI 6-0-11 �I� 6-0 11 J..1". 5-10-15 ,L 5-8-2 5-10-15 6-0-11 6-0 11 6-0-11 i' 5-6-6 I Lr 23-11-4 4J,._ 5-8-2 J k29-7-6 Over 2 Supports a1 R=1622 U=358 W=5.5" R=1315 U=203 W=4" RL=66/-22 PLT TYP. 20 Gauge HS,Wave Design Crit: IRT/RT�(0%)/4(0) D) 15.01.• i , PROFFS OR/-/1/1/-/R/- Scale =.1875"/Ft. Truss Components of Oregon {503)357-!lig ••MAMtlMINGI••NEM wo FDLLCD ALL WKS ON nils OWNING! p 11V F 525 N 4ih Ave,Cornelius Or 97313 ""'ro"T"'T" """""TM"°Ae1"°TO PLL°°"""c'°'""'Ct'°"'o an I"'TK' l� l�`,Q, Dy TC LL 25.0 PSF REF R7175- 95708 extrawe t ra is r brlt.tlrg. henell enipplfg. Irrotalli,g end br.clrg.Reler to Dae fallow 191576P '>' TC DL 10.0 PSF DATE 12/14/15 —. ,.:r7::::,':::7 n of SCSI (Ru1ldl.g Ga.ponent Safoty7nrar.atl on•by TPI ...d.TCe)ler..,oty prono,00.prior to performing thane functions. Installers snail provide temporary bracing per SCSI. Unless noted other.lee. _ tap chord snail have properly ott.elwd streetir.l r...M„g and bottom chord shell have 0 properly attached �� rigid ceiling. Locations shown for pernierrnt S restraint or webs shell have bracing,nstsned per scsl /� /1, / BC DL 10.0 PSF DRW CAUSR7175 15348165 A tiP1 N E s«tio,in s3, or Pio, as appl lesbian Reply Refer to town.,floe of fords and reeltlen Co then,,..eve ane nn the Joint befalls,unless round otherwise. R.r.r lotdra.0.11 far standard plat.,,ealtiiati t%14/2015 BC LL 0.0 PSF CA-ENG BFR/GWH Alpine,a division of lit Building truss in ct,grow lot..nnll net be respeo.ible for soy deviation from this OREGON wing. any toiler•to build ehm tubs in eenferwno..,th ARISI/,PI 1. or for handling. shipping. AN ITW COMPANY in.taliatian a bracing of tresses. 9 Ir•11.to,cod° `� TOT.LD. 45.0 PSF SEAN- 240921 A owl on twin armoire Sr ewer paps Plating this drawing, Imilwtes aaaptww.f pr.fwelenal engineering — ronpensibllSty wl.Iy far tem dw1g.d,w... Il..,.ItabllSty sad w of CPIs drwlag fse...y atruetu.I•the QL,0 T .11 OUR.FAC. 1.15 FROM DE R351 Rmaw Omit rwpans1alllby.r am Aiding Designer per AN51/11•1 t Saa.z, Sacramento.CA 9511211For mere Infer...tion see this jobs gdnora1 note.page and these web site.; R.n.wgDM�&3DrLOMT DSPAC 1 NG 24.0" ___. ALP NIC:wo. w..lpin.iew;ml'waw.tp,nat.ory;WTCA: wwawww .aboinaurY.c : ICC:. .locf..erp JREF- 1VMD7175Z07 TNIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITIED BY TRUSS MFR. (1115042--TIMBER TECH FRAMING -BURNHAM-ASH/ BLDG 1-WEST -- ASH AND BURNHAM TIGARD - B11) Top chord 2x6 HF SS (**) 1 plate(s) require special positioning. Refer to scaled plate Bot chord 2x4 DF-L 2400f-2.OE :B2 2x4 DF-L #1&Bet.: plot details for special positioning requirements. . Webs 2x4 HF Std/Stud :W2 2x4 DF-L #2: 120 mph wind, 43.46 ft mean hgt, ASCE 7-10, CLOSED bldg, Located \ (a) Continuous lateral restraint equally spaced on member. anywhere In roof, RISK CAT II. EXP B. wind TC DL=6.0 psf, wind BC V ' DL=6.0 psf. In lieu of structural panels use purlins to brace all flat TC f 24" OC. Wind loads and reactions based on MWFRS with additional C&C member Bottom chord checked for 10.00 psf non-concurrent bottom chord live design. load applied per IRC-12 section 301.5. Right end vertical exposed to wind pressure. Deflection meets L/190 Deflection meets L/360 live and L/240 total load. Creep increase factor criteria for flexible wall coverings. for dead load is 1.50. Calculated vertical deflection is 0.61" due to live load and 0.69" due to dead load at X = 12-9-14. 8X8(**)-- 5X5= 8X8= 0.5 3X10= 5X10TR 1.5X4111 4- - _--------- _ :--------:::!!)--Ii-c: ;;;-t: 1--0 ==.___---- C'i t 1 ' ..i B2 +41-8-0 1 3X7 III W2 8X8= 5X5= H0510= 3X10- 5X7= I-03-10-8->i 6-4-15 6-6-11 6-6-11 6-4-15 .„1„3-7-10 ..r6-4-15 y 6-6-11 TIS 6-6-11 6-6-11 F 3-5-14 I Ir 25-11-4 , L.3-7-10-I Ic 29-6-14 Over 2 Supports R=1620 U=362 W=5.5" R=1313 U=203 W=4" RL=71/-23 Design Crit: IRC2012/TPI-2007(STD) 0 PROD PLT TYP. 20 Gauge HS,Wave FT/RT=2%(0%)/4(0) 15.01.' ) FSOR/-/1/1/-/R/- Scale =.1875"/Ft. Thus Components of Oregon (503)357-.i l8 "MAImING1"we MO MELON All NOUS ON nos DIMING' �� 4.2.1.71t4 ,--'4, TC LL 25.0 PSF REF R7175- 95678 825 N 4fh Ave,Cornelius OR 97113 ”I�r �r NUN TNIS Tom=to ALL Gurnec�'Ns IauoiloN row usrI"ra. — Trwses...ore*sere.,are In Fehr looting, handling. MrpGrng, Ina..Ina and bromine.Refer t..and fol low ' 9 TC DL 10.0 PSF DATE 12/14/15 the 1 edition or SCSI (Building component safety Information,by TPI and/ILA)for seroty Practice,prier to performing these functions. Irat,ller,shall proylw caugarery bracing per SCSI. Unless tweed otherw lsa. AS, tap chord Marr twee Property attached structural sheathing And bottom chord,herr lava a properly attached rigid col I rhes Leeetrons,hewn for permanent lateral roller.Int of sena anal nave beoer.g installed per NCSI I- % BC DL 10.0 PSF DRW CAUSR7175 15348136 Dello,.83.e7 or 810.ea*optic.to. Apply platen co each Paw of tress and pwitten es shun..tent and ran /8[ M l� I ctAlpine, aDdiv;,eon unless �d`Components Gr doup uel hellgnoiZno.standard any deviation from this 1 /14//2015 BC LL 0.0 PSF CA—ENG BFR/GWH /�1N ' \V' drawing. awry,faller.to build tha truss in cantrw,,.ce with ANSI/TPI 1.or for handling, .hipping. ^ OREGON AN RW COMPANY ,,ata rets,.erasing of trm„ee. 9RO a 28 T�� TOT.LD. 45.0 PSF SEQN- 240799 AAwl en%hie drool,.or wow page ifting WO&wins. Indio**. faepenerelI llty whitely for the dhs.IMwn. TM oullwil llcy end roe of nine dramiA�en,et Mbtre 1.W j 8351 Rdnw Circle reePamrbrl ley x the Wilding Designer per ANSI/TPI T swa.s, + - DUR.FAC. 1.15 FROM DE Sacramento,CA 95828 `ee more Infore,tton see this jobs goner.nate'pogo and these web site': RanewgI DNN N30f201T SPACING 24.0" JREF- 1VMD7175ZO7 ALPINE:wew.apiwlte.caw; TPI:omm.tpinst.org• 11TCA: awM w. cindintry.e wu : ICC. eo,icnfe.org THIS DWG PREPARED E ABED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115042--TIMBER TECH FRAMING -BURNHAM-ASH/ BLDG 1-WEST -- ASH AND BURNHAM TIGARD - B11C) Top chord 2x6 HF SS (**) 1 plate(s) require special positioning, Refer to scaled plate Bot chord 2x4 DF-L 2400f-2.OE :82 2x4 DF-L #1&Bet.: plot details for special positioning requirements. Webs 2x4 HF Std/Stud :W2 2x4 DF-L #2: 120 mph wind, 43.46 ft mean hgt, ASCE 7-10, CLOSED bldg, Located (a) Continuous lateral restraint equally spaced on member. anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BCO\ DL=6.0 psf. In lieu of structural panels use purl ins to brace all flat TC a 24" OC. , Wind loads and reactions based on MWFRS with additional C&C member Bottom chord checked for 10.00 psf non-concurrent bottom chord live design. load applied per IRC-12 section 301.5. Right end vertical exposed to wind pressure. Deflection meets L/180 Deflection meets L/360 live and L/240 total load. Creep Increase factor criteria for flexible wall coverings. for dead load is 1.50. Calculated vertical deflection is 0.62" due to live load and 0.70" due to dead load at X = 12-9-14. 8X8(**)= 5X57m 8X8 0.5 _ 3X10= 5X10= 1.5X4 Iii _ M a 1-4-0 r--- '^ fiiia ( ) 2-4-151 i� N w 441-8-0 I 1 82 3X7111 W2 8X8.-. 5X5= H0510= 3X10mt 5X7 L-3-10-8, Ie 6-4-15 2.fr 6-6-11 'I1 6-6-11 y 6-4-15 � 3-8-2 6-4-15 6-6-11 6-6-11 6-6-11 l 3-6-6 -I I_ 25-11-4 _I_ 3-8-2 _1 I{ 29-7-6 Over 2 Supports R=1622 U=362 W=5.5" R=1315 U=203 W=4" RL=71/-23 Design Crit: IRC2012/TPI-2007(STD) ,EO PROP. PLT TYP. 20 Gauge HS,Wave FT/RT=296(0%)/4(0) 15.01.# i _ OR/-/1/1/-/R/- Scale =.1875"/Ft. Truss Components of Oregon 003)357-..118 ••MAHNIMGI"MO AMA ENAOS Au ROTES a THIS DRAMS? !�� rF TC LL 25.0 PSF ..larconlom. FURNISH THIS gNNIIN 70 All 4ONTR lelollg INCWDI IS THS INSTALLERS. 19678 825 N 4th Ave,Cornelius OR 97 13 Tress..require extreme care In febrlsati g,handling, shipping, installing And...ming. Refer to end fella 'Q q REF R7175- 95709 cha latest edition of SCSI (Solidi.,Cohp.,,wt Serety Information. by tel end PT.) for safety pra.cioes prior TC DL 10.0 PSF DATE 12/14/15 � to performing these functions. Installers shall provide temporary bracing per/ . Unless hetet etrwlae, /' tap chord shell have properly attached structure, sneathi g and bottom chord.hell have a properly attached / rigid Ceiling. Locations.newt for permanent lateral inn or webs shell have bracing Installed per SCSI ail �- BC DL 10.0 PSF DRY/ CAUSR7175 15348166 ,4 ,�U N hetlons.in M. or unless se ote Rotheramble- apply pinto.to peen race or cruss end rd pieta as sloven above end w i J'4/201$ - l �Al,.Int Ddivisi ac. char.,'... tafCr armshends Tent-:for standard plot.any deviation BC LL 0.0 PSF CA-ENG BFR/GWH I Alpine,.division ITC&Ilei g rape m ca Croup Inc.Int.shell not be responsible forany e„ietlon this OREGON drwehng.any a brae.to f ildcru the trwe.'n confer-leonine ANSI/T.1 I.er for haw111r,g. shipping, V a,io,iso �� TOT.LD. 45.0 PSF SEQN- 240924 AN RW COMPANY ieemi Rat any ►failure c or crus... 11yy v A meal en is*swing er ewer poi. this rm.pwelbliti'ty pokily or the Amigo IMewl.s The amlerlllty the pea or ns for why N Islgth. O 9351 Roam elicit responsibility of the/pilling Designer per ANSI/Tel 1 SFU.:. • DUR.FAC. 1.15 FROM DE -- SWaRMOSR9WR For more Informat hon see thin fob•s genera,notes page and those mob site,: Ren.w.l0.b!l801201T SPACING 24.0" JREF- 1VMD7175Z07 ALPINE:wow.alpinehtw.tem: TPI:aw.tpi,et.erq:/TCA:ew.abolntlwtry.Cw: ICC.awa.iccsare.org THIS DIG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115042--TIMBER TECH FRAMING -BURNHAM-ASH/ BLDG 1-WEST -- ASH AND BURNHAM TIGARD - B12) Top chord 2x6 DF-L #2 :T3 2x6 HF #2: (•`) 1 plate(s) require special positioning. Refer to scaled plate Bot chord 2x4 HF #1&Bet. :B2 2x4 DF-L #1&Bet.: plot details for special positioning requirements. Webs 2x4 HF Std/Stud :W2 2x4 DF-L #2: :W8 2x4 HF #2: 120 mph wind, 43.50 ft mean hgt, ASCE 7-10, CLOSED bldg, Located OP- (a) Continuous lateral restraint equally spaced on member, anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=6.0 psf. In lieu of structural panels use purlins to brace all flat TC w 24" OC. Wind loads and reactions based on MWFRS with additional C&C member Bottom chord checked for 10.00 psf non-concurrent bottom chord live design. load applied per IRC-12 section 301.5. Right end vertical exposed to wind pressure. Deflection meets L/180 Deflection meets L/360 live and L/240 total load. Creep increase factor criteria for flexible wall coverings. for dead load is 1.50. Calculated vertical deflection is 0.68" due to live load and 0.77" due to dead load at X = 13-9-14. 3X7 III 8X8s 4X5 8X8a 0.5 _ 3X10 5X10 f��r� -- ---- (57.--------- )W8 (a3 2-sI-15 1-�-0 r" 62 ..... +41-8-0 .Y 3X5('=) II W2 8X10= H0612= 5X5 3X10= L-3-10-8-.J 4X5(R) II 1-7-10 1.6 6-10-15 > a 7-0-11 a . 7-0-11 6-10-15 �1 6-10-15 7-0-11 7-0-11 7-0-11 ;` -fig l- 27-11-4 1 29-6-14 Over 2 Supports R=1620 U=365 W=5.5" R=1313 U=203 W=4" RL=75/-25 Design Crit: IRC2012/TPI-2007(STD) ,EOPROp PLT TYP. 20 Gauge HS,Wave FT/RT=276(0%)/4(0) 15.01.► 'a w SS,, OR/-/1/1/-/R/- Scale =.1875"/Ft. Truss Components ofOregon (503)357-2118 'elMNlxelee'E"e Am KALO"'u"on3 OR TNIs°"NPINGI ‘4%.1 tF 'L� REF R7175- 95679 825 N 4th Ave,Cornelius OR 97113 "NATANT.* MAN THIS DRAPING TO IRAPALL CONTRACTORS INCLUDING 116 INSTILLERS' 44 y TC LL 25.0 PSF Trusses require a trema .r. In fabricating.handling. shipping. installing and bracing. .o wn.rel..,. 1916' the blest*elven of isc31 (gal.ning Caq+onent safety Inf.rmet.m. by TPI inn.TGA) Tor qf.q Preetioea PriwTC DL 10.0 PSF DATE 12/14/15 to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, / _- top chard snail Awa Properly mooched structural sheeth+ng wed bottom chord.Irll have a properly attached 141166,. rigid wiling. Locations.flaws red permanent lateral restraint or.ase shell,rwe Gracing...Ilea per 0051 / /r� ( BC DL 10.0 PSF DRW CAUSR7175 15348137 .4 f�1��N sections RT or 010. es eppl+nsble. Apply plates to each fees of truss and position.as shown above on 1 ,1 4!201 5 the hint D.talla. .eul.wa anted etharwlfe. RaM1r to drsinga new_:far atan..re pt.pp.itiws. BC LL 0.0 PSF CA-ENG BFR/GWH .I!- n e+vlslon of .Ih,lldirg Cenpwrnita group Inc.shall rot Ge raspwisib,a for any d.alwticn from tn+s OREGON .ring.any failure to Wild the truss +n cmrorsw.ce nth ANSIR►I 1, or for handling, snipping. AN ITWCOMA4NY installation a bracing.f true-aa. mooing, .eopG 14,441.20010P TOT.LD. 45.0 PSF SEQN— 240803 :.soda ..Miley:lely fry:%l..ON., ,(a 1..°The ouI1r l0y one w:of sh1:ndb.r.mng' 'ay 05bv+ni'vr." Pill. Of., W.�� DUN.FAC. 1.15 FROM DE 1(.I5I Rmw C(rcle r.spw..lbll Ity of Mho RulS.1nI emmi.�mr per R161TI T S.s.y. sxranenlo,CA 95A28 for more information sea this Job's genal notes page end these mob.lees: Ranaw.I DOW ONSOeO17 SPACING 24.0" JREF- 1VMD7175Z07 ALPINE:emw.aip+neltw.cam: TPI:.wq,tpinet.org:1FTCA:aww.sbcu.dstry,co.: ICC,wae.iccsefe.org • THIS DNG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115042--TIMBER TECH FRAMING -BURNHAM-ASH/ BLDG 1-WEST -- ASH AND BURNHAM TIGARD - 812C) - Top chord 2x6 DF-L #2 :T3 2x6 HF #2: (") 1 plate(s) require special positioning. Refer to scaled plate Bot chord 2x4 HF #1&Bet. :B2 2x4 OF-L #1&Bet.: plot details for special positioning requirements. Webs 2x4 HF Std/Stud :W2 2x4 OF-1_ #2: :W8 2x4 HF #2: 120 mph wind, 43.50 ft mean hgt, ASCE 7-10, CLOSED bldg, Located (a) Continuous lateral restraint equally spaced on member. anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC. 01=6.0 psf. 1� In lieu of structural panels use purlins to brace all flat TC w 24" OC. Wind loads and reactions based on MFRS with additional C&C memb:, Bottom chord checked for 10.00 psf non-concurrent bottom chord live design. load applied per IRC-12 section 301.5. Right end vertical exposed to wind pressure. Deflection meets 1/180 Deflection meets L/360 live and L/240 total load. Creep increase factor criteria for flexible wall coverings. for dead load is 1.50. Calculated vertical deflection is 0.68" due to live load and 0.77" due to dead load at X = 13-9-14. 3X7 IR 8X8= 0.5 _ 3X10= 5X10= 8X8= 4X5= _ T3 1-4-0 E:===_____ _:,___ -. �� r a) W8 41-8-0 2-5_L 5i 15 3X5(**) III .-V-W2 8X 0- H0612= B2 5X5= 3X10!--- 1 1 -3-10-8- J 4X5(R) 8 se-z I 6-10-15 6-10-15 r 7-0-11 7-0-11 'de 7-0-11 7-0-11 _I 6-10-15 7-0-11 ?Ii1- i_ 27-11-4 ,J 29-7-6 Over 2 Supports 5� R=1622 U=365 W=5.5" R=1315 0=204 W=4" RL=75/-25 Design Crit: IRC2012/TPI-2007(STD) .0)PROP. PLT TYP. 20 Gauge HS,Wave FT/RT=296(016)/4(0) 15.01.v. • ' _ �,f { `S`> OR/-/1/1/-/R/- Scale =.1875"/Ft. ••�1lMINOI••IF/lo NO MUM AU.isms pi-nusmaim Z 9 REF R7175- 95710 Truss Components of Oregon 503)357- 118 ••Iid[pNT•• &MMA THIS TWINS TO ALL CONTRACTORS NlCLUDIS no INSTALLERS. N TC LL 25.0 PSF 825 N 4th Ave,Comeims OR 97113 19576 Trustee require..tre=e core in rearlcatl,g.handling. shipping. Installingend bracing. Refer to and follow , the late.edition of DUI (Building Cwhpo,.nt Safety Information. by TPI end TCA)for safety prestloes prier '' TC DL 10.0 PSF DATE 12/14/15 n perfarping these functions. Installers Moll provide temporary bracing par SCSI. Unitas noted ether.lse. cop chord shall hese properly attached structural sheathing Aad bottom chord.hall have a properly attached ,i rigid coiling. Locat inn.anon for porsenent lateral r%trelnt of gone shell have bred g Installed per OM BC DL 10.0 PSF DRW CAUSR7175 15348167 II N he lona 85. Sl or Slo. as noted lother e. R pietas to wing rata or Iniac w1 rd piste an.thio abuse and on 1 14/2015 BC A the Joint Ikivils,unless pastel wtrer.Ipo. Refer to Inc.drawings she l/net far standard platy any eiati OREGON LL 0.0 PSF CA-ENG BFR/GWH Alpine. .division of Int Building Components Group Isalt..et w responsible for ons esvlwt ion Arom cola wl%, wry failure to Wild the truss,n conformance with ANSI/TPI 1. or for handling. whipping. AN ITW COMPANY ,natal Intron A bracing or crow.... .141.20,100 TOT.LD. 45.0 PSF SEAN- 240927 pal.w tide graving.r..ver pp lifting till.drawing. Indies.%spars. plwh%l .t a ngln.s.IM • responsibility wanly Ter the,r.fgw Mwhew,. The wl..bl l lqr end.es of this drawing Ter Ary.e.,.t.ge la the 0� MDUR.F • AC. 1.15 •FROM DE 8311 Raana Circk responsibility sod the&Aiding designer ger ANSI/nil T a..... SeGIWWio CA955211 for more information see this Job's general oo ago and Toon web Oto.: RenewalData.13012017SPACING 24.0" JREF- 1VMD7175207 ALPINE,ww w..lpIn.,t..co.: TPI:w .tp,rew t.erg:.TCA, w .sbnl,dustry.ce.i ICC,eww.lccs.re.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DII .NSIONS) SUBMITTED BY TRUSS MFR. (1115042--TIMBER TECH FRAMING -BURNHAM-ASH/ BLDG 1-NEST -- ASH AND BURNHAM TIGARD - B13) Top chord 2x6 HF #2 :T2 2x4 DF-L #1&Bet.: (") 3 plate(s) require special positioning. Refer to scaled plate Bot chord 2x4 DF-L #1&Bet. :B2 2x4 HF #1&Bet.: plot details for special positioning requirements. Webs 2x4 HF Std/Stud :W2 2x4 HF #2: 120 mph wind, 43.54 ft mean hgt, ASCE 7-10, CLOSED bldg, Located (a) Continuous lateral restraint equally spaced on member. anywhere in roof, RISK CAT II, EXP B. wind TC DL=6.0 psf, wind BC � DL=6.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/360 live and L/240 total toad. Creep increase factor for dead load is 1.50. Right end vertical exposed to wind pressure. Deflection meets L/180 criteria for flexible wall coverings. Calculated vertical deflection is 0.67" due to live load and 0.76" due to dead load at X = 11-8-3. 3X12 5X10(**)= W 0.5 8X10= T2 5X5BY 3X10__ 1.5X411 __� (a) 2-6-13 • 1 i 0 �-- _-�— ~ _ •a B2 T^— 41-8-0 3X5(**) III 5X10(**)--- 4X8(R) 11 H0514= 3X10= 6X8- LE--3-10-8-).-J 1"12 5-9-4 5-11-0 5-11-0 5-11-0 5-9-4 1 12 -lie. 5-9-4 }� 5-11-0 }r 5-11-0 1 5-11-0 3.f• 5-11-0 l29-6-14 Over 2 Supports R=1620 U=366 W=5.5" R=1313 U=204 W=4" RL=82/-28 Design Crit: 1RC2012/TPI-2007(STD) PLT TYP. 20 Gauge HS,Wave FT/RT=2%(0%)/4(0) a 15.01.:2 -v 6';19,,, OR/-/1/1/-/R/- Scale =.1875"/Ft. Truss Com�ronemsofOregon (503)357`_ll8 ,aIIPORTMR'"swami ISHTMHISn �10ALL THIS DIMING! I mo, 0 tSOINFt, 'Q TC LL 25.0 PSF REF R7175- 95680 825 N 4th Ave,Cornelius OR 97113 _ CJ '1+ Truest-.require extrema care in fabricating, handling. shipping, in...ling and bracing.Refer t end follow 19675- 'y TC DL 10.0 PSF DATE 12/14/15 the latest edition of SCSI (Building Comp1 Safety Info.-tion.by TPI and RG)Tor safety practices prior(s. to performing threw ns nrmtie .. Installers.Mall provide t.aporery bracing per SCSI. Unless noted otherwise. r LI, Ilth top chard shell hese properly attached structural aMrthing and bottom entre shall Nva a properly attachedBC DL 10.0 PSF DRW CAUSR7175 15348138 rigid mailing. Locations shown efor fervent lateral restraint or webs shell law bracing IMullea per SCSI `/ _ soetlehe Sl. ST or S10. as applicable. Apply plates to Mach fees of trues and poaltlan se slsan above and on AI 7:—..::::::. ha Joint teGila. -77.7.7.797.-- nlwia rated OlMr.lw. safer ra drwings ltOA-Z nor atanderd plate pesl[la,a. 114/2015 BC LL 0.0 PSF CA-ENG BFR/GWH 1 tO��N Alpin .ylfailur of Ibu Building true. In con Gang Iz.alall Mc lis rorfor handling, tar eery ping.can from to is OREGON --- --- ��ItJI Antall any failure to build the trvaa In conformance rich NI51/TPI 1.or for hwrdilrg, an ipping. AN IfW COMPANY installation A braying e,trios**, TOT.LD. 45.0 PSF SEON- 240834 A pial an he,.drwing.r weer page lifting tab•/roaring. I,rlewa eeeeptera..a pr.?eAelwrl.pineerlag 9 +f1.20,1846 r. - 1/ __..Y____..�.._..._--_ reoponalall Icy wifely far caw dwiign shoal. Thi ewlembI Illy end ere or till.drawing for May ammeter*I.ch. Ro• T �� DUR.FAC. 1 15 FROM DE rwpalSI Ilty.f as'bowlag S..I .-per eMel/TPl T 1.e.:. L 8351 Ruoana Circk Sacramento,CA 95R24 For-ore wc, attan a hyo job's general nates page end thee`wM,all t.: SPACING 24.0" JREF- 1 VMD7175Z07 ALPINE: w.elpIneltw...com: WI, a are.tpi,st. org:BTGw :w .aboindusery.com: ICC: ww/ .iecre.org RenealDate NJQf2017 THIS DOG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SURNNTTED BY TRUSS IFR. (1115042--TIMBER TECH FRAMING -BURNHAM-ASH/ BLDG 1-WEST -- ASH AND BURNHAM TIGARD - 813A) Top chord 2x6 HF #2 :T2 2x4 DF-L #1&Bet.: (**) 3 plate(s) require special positioning. Refer to scaled plate Bot chord 2x4 OF-I #1&Bet. :82 2x4 HF #1&Bet.: plot details for special positioning requirements. Webs 2x4 HF Std/Stud :W2 2x4 HF #2: 120 mph wind, 43.54 ft mean hgt, ASCE 7-10, CLOSED bldg. Located �... (a) Continuous lateral restraint equally spaced on member. anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind 15 01_=6.0 psf. Bottom chord checked for 10.00sf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind loads and reactions based on MWFRS with additional C&C membe design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Right end vertical exposed to wind pressure. Deflection meets L/180 criteria for flexible wall coverings. Calculated vertical deflection is 0.67" due to live load and 0.76" due 1 to dead load at X = 11-8-3. 3X12 5X10(99)= W o.s 8X10 T2 5X5= 3X10= 1.5X4 IN a a) \a) 2-6-13 1-4-0 — �: r. ___ BZ _ _ � 41-8-0 J. 5X10(**)= 4X8(R) III H0514s 5X5= 6X8 3X5(**) NI 3-10-8.m../ 1_p� 5-9-4 }IK 5-11-0 + 5-11-0 , , 5-11-0 7.-N5-9-12 �F2 Ir 5-11-0 5-11-0 5-11-0 5-11-0 5-11-8 Fc 29-7-6 Over 2 Supports R=1622 U=366 W=5.5" R=1315 U=204 W=4" RL=82/-28 Design Crit: 1RC2012/TPI-2007(STD) •00 PRpFA. PLT TYP. 20 Gauge HS,Wave FT/RT=2X(096)/4(0) 15.01.��. * �_ `rd' OR/-/1/1/-/R/- Scale =.1875"/Ft. Truss Components of Oregon (503)357-2118 aa�IN6lra READ moo foam 10ALL NOTES am nes OWING! ?. TC LL 25.0 PSF 825 N 4th.Ave,Cornelms OR 97�13 •rimpow Nr' FINNISH TRIS SAWING To ALL RgRRMC CNS INCLUDING 11r INSTALLERS. e 19576 P f� y REF R7175- 95697 Trusses require extreme eon. In rwbrlowting.handling. shipping, in/melting d ttlting e bracing.Rorer to and tel Ow latest edition of� Casper*ild,ng Caspe, Safety Infer_tl•l.by Tel and NTCA) CO.-,.ret,practices prier �1 IC DL 10.0 PSF DATE 12/14/15 o perforating these fbnet ienn. tmtal lets shall provide temporary bracing per SCSI. Unless noted otherwise, DRW Alika ten chord Sheol have properly attached structural sheathing and bette.chord.hall hey.a properly attached �� % BC DL — 10.0 PSF CAUSR7175 15348154 rigid coiling. tecwcion,.w.....for permanent lateral restraint or www shell have br.eing installed per SCSI 1 14J2D15 ,4 O PONE sea Jean W, aT or u10, as opptiother. Apply pine•to each face cross and position as.lown above and on tat Joint Details.unless noted otherwise. Refer co Omar lige 1pph-Z for standard plata positions. [� OREGON BC LL — 0.0 PSF CA-ENG 8FR/GINH Alpine. .division or ITA gui le isg Components grasp Inc.shalt not be r•spwwiee•for dry deviation from this AN ITW COMPANY drawing, any.failure eng"e f'trd.the,truss in eenfontan.ce with ANSI/TPI I. er for bonding, snipping. 9,Q�`D,le��, TOT.LD. 45.0 PSF SEQN- 240876 A...I an thin drawls,sr toast page(,.ting Thr.drawing, Indb.Ms seaaptensa at pra/wote sl enalsser lig _ ra.pewlalltty aaraly far the design.hewn. The vult blllsy end sae et oim drawing ter.ny tenets..I.the tU51 RmNtaCuck ,r•s.eaunity of the wintl. ding signor per Alstrnt 1 sweet. OUR.FAC. 1.15 FROM DE San.mnte,CA 95828 For.ore information see this Job's gonerat motes pow end tan.ace sites: Renewal Data M0f2 a017 ALPINE:,.we.aipimite.ee.:TPI: waw.cpnwt.erg:Ed.'. ..eeins»try.coa: ICC.: w.w.iee..ra.org SPACING 24.0" J REF- 1 VMD71 75207 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115042--TIMBER TECH FRAMING -BURNHAM-ASH/ BLDG 1-WEST -- ASH ANO BURNHAM TIGARD - B13AD1) ( Top chord 2x6 HF #2 :T2 2x4 DF-L #1&8et,: Truss transfers a maximum horizontal load of Bot chord 2x4 OF-L #1&Bat, :62 2x4 HF #1&Bet.: 250 # ( 8.44 plf ) along top chord, from either Webs 2x4 HF Std/Stud direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. 1 120 mph wind. 43.62 ft mean hgt, ASCE 7-10, CLOSED bldg Located anywhere In Drag loads: Force(#) (PLF) Mbr Start End roof, RISK CAT I1, EXP 8, wind TC D1-6.0 psf, wind BC DL=6.0 psf. Case 1: 250 8.44 TC 0.00 29.61 250 25.97 BC 0.00 9.63 (a) Continuous lateral restraint equally spaced on member. Wind loads and reactions based on MWFRS with additional C&C member esign. . 1 Bottom chord checked for 10.00 psf non-concurrent bottom chord Ilve load applied16 .// per IRC-12 section 301.5. Right end vertical exposed to wind pressure. Deflection meets L/18 Deflection meets 1/360 live and L/240 total load. Creep increase factor for dead load Is 1,50, • 3X5 4X5= H0615= T2 0.5 5X5 ____ MIN_u__ 2-6-13 1-4-0 �� 'U' L' 0 0 0 0 \�' ------ — - -- 41-8-0 / 4X5 6X8 B2 3X5= .-, 5X5 th 1E4- 2-0-0 2-0-0 2-0-0 2-0-0 2-4-3 5-11-0 5-11-0 5-9-12 1 12 1-1 4-01 2-0-0' 1 2-0-0�1�2-0-0'1-2-0- 0'v 2-4-3 - v 5-11-0 A�` 5-11-0 'I` 5-11-8 41- • Ic 29-7-6 Over 2 Supports R=185 PLF Ua28 PLF W=9-7-8 R=887 U=140 W=4" RL=8/-3 PLF Note: All Plates Are 1.5X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) , p PROF, PLT TYP. 20 Gauge HS, ITWBCG Wave FT/RT=2%(0%)/4(0) 15.02.1, OR/-/1/1/-/R/- Scale =.25"/Ft. Truss Components of Oregon (503)357-2118 IMGs e.MAD ND FOLLOW ALL RDIEs oR NOS w ONN:l ♦ ��(H E�� TC LL 25.0 PSF 825 N 401 Ave,Comehus OR 97113 "I +AIrr" Fleur Awl TR Is°wen"7m ALL ooermAcrdms HELM=TOE INSTALLERS. (q REF R7175- 65078 Tros..s raw,*satr•me Car.in Fabricating.noodling. Nipping. installing and Orating.Oro to and follow1957'8 the latest edition of SCSI (Building C�nanw.S.faty Information. by TPI and erCA) for safety practnu.prior . mal TC DL 10.0 PSF DATE 03/18/16 w ,g W pia o-wis.function.. Instal lore shell providetemporary bracing per ecsl. Unless noted otherwise. top chord Pull have properly eXtecled structural...Mug and bottom chord shall have•properly attached rigid coiling. Location.shown for P.raawsnt lat.ral r tralnt or saes.tall nave bracing installed per BCSI alpBC DL 10.0 PSF DRW CAUSR7175 16078009 ,4��0�� T1 sections eTtl a7.orq otos .s applicably. Apply pl.tas to Ween.see ir�wss and position as spawn avow sad on ' C -::,':L-..°:::::::::77.17:477."- ila.Ione Datil la, unlet.noted ad.r.isa- 8.f.f to drawl oga 1805:1!er.t.nd.rd Plata pdaltl an.. 0 :/20 6 BC LL 0.0 PSF CA—ENG GWH/GWH I AIPwwx of Ifo q lido Lowpa anti Gawp A .soil es •lapuwiblo! ey Jeri.t inn from this OREGON drawing. any failure to Wild the Uvulas n,tonroreemmo w,Ui N#1/TPI 1, or or handling. snipping, n '--- AN ITW COMP,NY installation a er.anng of trnt.w. "*e TOT,LD. 45.0 PSF SEQN- 250696 A Gaol eat t hls drawl,*Sr*solar Pae.11osiiw Selo*miring. Ildlaauw aeheptanas of prefD..lalwl eglmarip �� 0 ,f ----- r. ..lel my oe1.1y for the dwlln Mesh. The witrl l tp and we of this drwng Por res structure I.the O) u,a Nv ....DUR.FAC. 1,15 FROM FP 8351 Riva t Cock 'modem 1eh 11ty of the Sul idle*D.slyar per Ma1/TPi 1 La.!. • Sr 11 e. sBatmeow,cAvSlux a::more tw.eoan 11"w the Job's o general.,.Llai pavasin say oas sic.: .itt g SPACING 24,0" JREF- 1VP27175Z02 ALPINE: 1 Itr.cw;7P1:lass Inst.er INCA: cess auc iraiilati' ICC: w ..!•.or Rwnwn dlp1e17 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. / (1115042--TIMBER TECH FRAMING -BURNHAM-ASH/ BLDG 1-WEST -- ASH AND BURNHAM TIGARD - 813P) Top chord 2x6 HF #2 :T2 2x4 OF-L #1&Bet.: Negative reaction(s) of -2150# MAX, (See below) from a non-wind load case Bot chord 2x4 DF-L #1&Bet. requires uplift connection. Webs 2x4 HF Std/Stud :62, 110 2x4 HF #2: Special loads (#e) 1 plate(s) require special positioning. Refer to scaled plate �. plot details for special positioning requirements. ` (Lumber Dur.Fac..1.6O / Plate Dur.Fac.-1.60) 19 TC- From 20 plf at -3.88 to 20 plf at 29.57 120 mph wind, 43.54 ft mean hgt, ASCE 7-10, CLOSED bldg. Located anywhe e BC- From 20 plf at 0.00 to 20 plf at 29.57 roof, RISK CAT II, EXP B, wind TC OL.6.0 psf, wind BC O =6.0 psf. TC- 1400,00 lb Conc. Load at 28,39 TC- -1400.00 lb Conc. Load at 29.43 Right end vertical exposed to wind pressure. Deflection meets L/180. Wind loads and reactions based on MWFRS with additional C&C member design. (a) Continuous lateral restraint equally spaced on member, Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied Deflection meets L/360 live and L/240 total load. Creep increase factor for dead per IRC-12 section 301.5. load is 1.50. Calculated vertical deflection is 0.65" due to live load and 0.73" due to dead load at X s 11-8-3. See subsequent pages for member forces and load case information. 3x12= 3X7 II SX8� 8X10= T2 5X5 1 .5X411 5X7NS 0.5 _ _ C t) B T 1-4-0 1 1. ..L ._ __________1_,..___, __ W11 2-6-13 • �- I_ _ -- 141-a-o 3X5(**) Ip 8X8= 4X8(R) III H0510a 5X12 4X8(R) 11 W2 L-3-10-8-1.1 1"12 5-9-4 5-11-0 5-11-0 5-11-0 4-6-13 1-21-812 12 5-9-4 5-11-0 5-11-0 5-11-0 5-11-0 I c 29-6-14 Over 2 Supports al R=1620 U=366 We5.5" R=3324/-2150 U=1709 W=4" RL=82/-28 Design Crit: 1RC2012/TP1-2007(STD) ,EO PROF PLT TYP. 20 Gauge HS, ITWBCG Wave FT/RT=2%(O%)/4(0) 15.02.0,0).*- e. '�i4� OR/-/1/1/-/R/- Scale =.1875"/Ft. Truss Components of Oregon (503)357.118rewARMI1181•a*AO NOIdLlmALL IBM g•INISCRANIUM <1G! � ` 0 ..k825 N 4 Ave,Cornelius OR 97113 ••iMVeiTANT'• wlrlsa 1111SIs MOM mu AagerRAclm i110Ja11m*Ile INSTALLERS.i. C'J 19676 TC LL 25.0 PSF REF R7175- 65076 Yrwws require extreme s In febrl<ating.handling. shipping, installing and bracing.Mier to ash follow ` - - - che latest edition of BC51(Building Component Safety Inrorwtion.by TPI and.TG) far.arae,practice.prior ' TC DL 10.0 PSF DATE 03/18/16 to performing thew remotion.. Installers shall provide tetporery bracing per pe51. Unless noted ouwrwise, 4111164 top shord Mall naw properly octets*atrm.:te•.1 Mr.ehrnp end bons enmerd'hell have (� rigid ceiling_ Locations shush for permanent lateral restraint of webs shell have bracing installed p si /- BC DL 10.0 PSF DRW CAUSR7175 16078017 �.��N thet onsJoint B]. el or ung. .e noted applicable. Apply pert..to..en faces of five..M position te.<MIion above end on 0 :/20 L _.--` • .41 CJI l the brat 3. BZ o. unlet'noted cable. eA Rorer to crwefgs ace of truest end rd plate position*. • a lL U i /Memo. a division or nt Iloilo..Components Group Inc.shell Seat w respen.,ble for wavy de.m.tir m from this OREGON BC LL 0.0 PSF CA-ENG GWH/GWH droning. ens failure to build forms...with AMS1/TPI 1. o for,analog. Mnppnng. _-. • AN(TW COMPANY .n.t.l Iat,un.sr.ei g or trusser. 9R�'•a.29.1.41.4r TOT.LD. 45.0 PSF SEQN- 250644 A r.sI a.th1s dr..lnp or boor papa listing Shia arming. Ineleat...bbpwY...f professional Mglr..ri. • • x351Aotma Cat • r responsibility solely U'eliding Ithe h:lam;a6vTP1 1 S e.S and des.f wile arming far any sensate,.1.a. O� , • DUR.FAC, 1 .15 FRO FP Senm,euo.envssnx per w tr.ominform.elon nee this job's general a gape and thew"". SPACING 24.0" JREF- 1VP27175Z02 µPINE:ew.alpino.a.<od: TPI:sweep mnst.or9:"RCA:ww.sb<i.M,sery•ave: MGG:iww.,ccaafe.nrg n.11.W.tllp20'IT THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115042--TIMBER TECH FRAMING -BURNHAM-ASH/ BLDG 1-WEST -- ASH AND BURNHAM TIGARD - 813B0) Top chord 2x6 HF #2 :12 2x4 DF-L #1&Bet.: (") 1 plate(s) require special positioning. Refer to scaled plate Bot chord 2x4 DF-L #1&Bet. :B2 2x4 HF #1&Bet.: plot details for special positioning requirements. Webs 2x4 HF Std/Stud 120 mph wind, 43.62 ft mean hgt, ASCE 7-10, CLOSED bldg, Locat- 1 Truss designed to support 0-0-0 top chord outlookers and 3.00 PSF anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind :C �� cladding load one face, and 24.0" span on opposite face. Top chord must DL=6.0 psf. not be cut or notched. • Wind loads and reactions based on MWFRS with additional C&C ,. ber See DWG GBLLETIN1014 for gable wind bracing requirements. design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Deflection meets L/360 live and L/240 total load. Creep increase applied per IRC-12 section 301.5. factor for dead load is 1.50. Fasten rated sheathing to one face of this frame. • • • • 11-8-5 0.5 — 4X5 T2 • . . r S M 62 ash 2-6-13 1-4-0 •i %//////////I////l l I 1 1 / ///////////////////// . -41-a-0 1.5X4(•`) &I 5X5 • 1"12 1-3-6 27-10-12 r 13"8 �1 5-L� ` 27-10-12 "g • I< 29-7-6 Over 2 Supports a) • R=94 PLF U=14 PLF W=17-7-3 R=84 PLF U=13 PLF W=12-0-3 RL=2 PLF Note: All Plates Are 1.5X4 Except As Shown. •• Design Crit: IRC2012/TPI-2007(STD) ,EO PROs . PLT TYP. Wave FT/RT=2%(096)/4(0) 15.01.' _ OR/-/1/l/-/R/- Scale =.25"/Ft. Truss Components of Oregon 1503)357-1118 "MARNINolee REIN mo WWI ALL sons.el nos olurlllo: �� t1 C. E` y TC LL 25.0 PSS REF R7175— 95696 It ••1lOrrAur•• FU NISH TAM Mani R 7b ALL Oowmen:as INCLUDIA8 THE INSTALLERS. 825 N 411i Ave,Comehus O 99 13 19878- p Trusses require wtreee cert. In flier..tine. handlatoll. 'hipping„install Ing and eroding.Refer to end fellow TC DL 10.0 PSF the,stoat ethanes or VLSI (Willing Component Soret,Informatics...by TPI one WTCA) for safety practices prierDATE 12/14/15 to performing thews locales. Installer'ahold pr,wlo„Le.,arary.erac lrg per SCSI. Unless notal etMnnl et., C)000'top chord shell have properly attscM/stfuetural sheathing and bottom chord snail Mw a properly ettMedrigid calling. I.acatios'Iola,for permanent lateral r traint er.weba shell hoe bracing installed par OCSIBC DL 10.0 PSF .,DRW CAUSR7175 15348153 ,41 �� sections 03. $1 or$10, es applicable. Apply plate.to each face of truss and position as None,above she anthe Joint Detail'. unless noted otherwise. Refer to dr.wi,ga 100A.2 far standard piece positions. BC LL 0.0 PSF CA-ENG BFR/GWH Alpine.s livisl.1 of ITV Wilding Compo ents Gro,p Inc. Man not M responsible far any d.vietion from thiserring. any failure to WIId the trine nn cooforeanpe with ANSI/Tpl 1, or for noodling.-shipping.AN ITW COMPANY Installotion a or.ti,g of t.-ww... TOT.LD. 45.0 PSJSEQN— 240871 Arpprje islh Ay this�iro�0$.d..S. Iil.0..ng T..uleaslil,tj end wee feetee�.deemingroforr.,/i)remisru. .viaDUR,FAC. 1.15 •FROG) DE $351 Rg1�a Cook reepersl$ll lay er Ohm Wl ldlg Dwlgnar per ANSI/TAI I Sec.2. a • SACISIII Ho,CA93P2N Por more Information see this,eb's geroreh notes Pegs anal timee web site., Renewal Date 1143012017 • 24.0” JREF- 1VIND7175Z07 ALPINE: Ipinelte.coe: T'1:wa.tpinst.org;SIG:weeaclndnatry.com: ILC:ww.icasafe.erg THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115042--TIMBER TECH FRAMING -BURNHAM-ASH/ BLDG 1-WEST -- ASH AND BURNHAM TIGARD - B13D) Top chord 2x6 HF #2 :T2 2x4 DF-L #1&Bet.: (") 1 plate(s) require special positioning. Refer to scaled plate Bot chord 2x4 DF-L #1&Bet. :82 2x4 HF #1&Bet.: plot details for special positioning requirements. Webs 2x4 HF Std/Stud 120 mph wind, 43.54 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Truss designed to support 0-0-0 top chord outlookers and 3.00 PSF anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC cladding load one face, and 24.0" span on opposite face. Top chord must DL=6.0 psf. 11\:IP not be cut or notched. Wind loads and reactions based on MFRS with additional C&C See DWG GBLLETIN1O14 for gable wind bracing requirements. design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Right end vertical exposed to wind pressure. Deflection meets L/180 load applied per IRC-12 section 301.5. criteria for flexible wall coverings. Deflection meets L/360 live and L/240 total load. Creep increase factor Fasten rated sheathing to one face of this frame. for dead load is 1.50. 4X5 0.5 _ T2 3X511 �� T i. �1— -'--- iB2 IRIUIR. 2-6I-13 1-4-0 -� -� 4 Ei 1 7777/////////////////////////7/l/////////////////D///////////////// -�-a1-B-o 3X711 1 .5X4(**) 11 5X5 L3-10-8J 1-3-6 1"12 �h-t� 28-1-12 28-1-12 29-6-14 Over 2 Supports >I R=110 PLF U=23 PLF W=17-7-3 RL=5/-2 PLF R=84 PLF U=13 PLF W=11-11-11 Note: All Plates Are 1.5X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) i PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01.r.':' � 4 F OR/—/1/1/—/R/— Scale =.1875"/Ft. ••OINININ161••WEA0 Aso FOLLOW A(1 NOTES ON THIS mow 0�5 a 1>11 F� y REF R7175— 95681 Toss Components of Oregon 1503)357--I18 G O TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 •I ' .. MOWN THIS MEMO 10 ALL.°'ImAm'e IMawl"c NE MOTOLLee' Trusses require extreme core In,.bru=in,. handling. shipping. Installing end brewing.paler to and follow 19575• P TC DL 10.0 PSF DATE 12/14/15 the latest edition of SCSI (Building Component Safety Intel-motion. by TPI and.TCA) ter safety ped otherwise, prior , to 1,9 these rogation*. Installers shell provide t.wperary braai J per SCSI. Unless he=ad otiN,7ri M, /1 top chore snail leve properly.teethed ser.K.terel sheathing end har=em chord shell hove a properly attached i BC DL 10.0 PSF DRW CAUSR7175 15348139 rigid ceiling. LOCatlanS shown for permanent lateral restraint or webs shell have bracing installed per poll ro/3, 87 or B10. as mapliaable. Apply plate.to each ream of truss e position es shown aWw ane an �� N tha Joint Details.unless noted oth.erwiee. WV,to drawings 100A4 for stemmed pieta petitions. 1-14/2015 BC LL 0.0 PSF CA—ENG BFR/GWH A �,i Alpine. a derision of In Build.,ComPonwn.Gaup Inc. eholi not be responsible for any deviation from this OREGON drawing, any tailor.to build cram trees .n tonformonce with ANSI/TPI 1. or for handling. ahipping. n' AN ITW COAAPANY 1natal lotion A bracing trusses. TOT.LD. 45.0 PSF SEQN— 240813 A wool.n p1.1.drawing Cr ower pegs Matins this drwl1y. India:=.s of erwft..Is.I arglnaMlnO Oen. raepwelbIIIty.elely for the dwlgn.hw.n. The.n..l. sty and a... ir..h.g for wg ma..etr.re I.tha 9"-Of. ;0.40 N�' OUR.FAC. 1.15 FROM DE 1351 Rm'ghuCilck r•epe^.Isll/b or Ano i.11dlne D..lgner per A881/171 1 S...2. Saaamtnlo.CA 95R2µ For more Information see this Job's ga,eral notes pogo ed these sob sites: - SPACING 24.0" JREF— 1 VMD7175Z07 ALPINE: ww.elph,eite.coe: TPI:caw.tplent.org:VTCA: wwow.e .eb.l,duatry.c.; ICC: n.lessef..org Homy*.Date 6/1.012017 THIS DIG PREPARED FROM COIPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR. / (1115042--TIMBER TECH FRAMING -BURNHAM-ASH/ BLDG 1-WEST -- ASH AND BURNHAM TIGARD - B13X) Top chord 2x6 HF N2 :T2 2x4 DF-L 413Bet,: The maximum horizontal reaction is 2498* Bot chord 2x4 DF-L 416Bet. :B2 2x4 HF 4168et.: Webs 2x4 HF Std/Stud :112 2x4 HF 42: (") 1 plate(s) require special positioning. Rorer to scaled plate plot details for special positioning requirements. Wind loads and reactions based on MNFRS with additional C6C member design. 120 mph wind, 43.54 ft mean hgt, ASCE 7-10, CLOSED bldg. Located anywhere in Deflection meets 1/360 live and 1/240 total load. Creep Increase factor for dead roof, RISK CAT II, EXP B, wind IC OL=6.0 psf, wind BC b =6.0 psf. load is 1.50. Right end vertical exposed to wind pressure. Deflectionmeets L/180. Special loads (Lumber Dur.Fac.=1.60 / Plate Dur.Fac.=1.60) (a) Continuous lateral restraint equally spaced on member. TC- From 20 pif at -3.88 to 20 pif at 29.57 BC- From 20 pif at 0.00 to 20 pif at 29.57 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load ap led TC- -2500.00 lb Coro. Load at 27.68 per IRC-12 section 301.5. TC- 2500.00 lb Conc. Load at 29.43 PL - 2500 lb Conc. Load at (29.42,44.19)[2.4 deg] Calculated vertical deflection is 0.65" due to live load and 0.74" due to dead load at X = 11-8-3. See subsequent pages for member forces and load case Information. 3X12= 3X7 III W o.5 8X10= T2 5X5m 5X5= 5X7(R) III 8X8= \711 2-6-13 i-4-0 - - 82 3X5(•*) II 8X8m 4X8(R) III H0514m 3X10m 3X10m 5X7 m 1.<-3-10-8 ..1 1 5-9-4 �I� • 2 5-11-0 5 11-0 5 11-0 Iv 4-0-4 1-9- 12 l 5-9- 4 5-11-0 5-11-0 5-11-0 4-0-4 10-1 f'c 29-6-14 Over 2 Supports }I R=1620 U=366 W=5.5" R=1313 U=204 W=4" Rh=2498/-2498 RL=1881/-1881 Design Crit: IRC2012/TPI-2007(STD) ,i,so PROpF, PLT TYP. 20 Gauge HS, ITWBCG Wave FT/RT=2%(0%)/4(0) 15.02.+r NG •�l� 4: OR/-/1/1/-/R/- Scale =.1875"/Ft. Truss Components on 507.157--118 ••WARMIMCI••esus wla to io all OmEs ml s is maw REF R7175- 65073 po ( ") ••1I11gfrAMr•• MONISM TRIS MARINO TO ALL ml7rnlcma NhCLlmlag IRE INSTALLERS. TC LL 25.0 PSF 825 N 481 Ave,Corneous OR 97113 _ 19675 Tresses mops,.mime. ha In fabricating. handling. shipping. Metalling ria bracing.Nerer to alis fellow r TC DL 10.0 PSF DATE 03/18/16 um latest edition of BC51 (Building Component Satiety Inforwtlan,by TPI oro RG) for safety praet;os prior to performing thaw function.. t Installer.shall provide temporary bracing per 8C51. Unless noted ever.... / , tap chord.hall hove properly•tach.d•trutteral nothing and bottom chord shell have a properly attached ripens coiling. Locations Mown for per..n.r,c labra restraint el webs colt hay.bracing Installed per.C51 , / BC DL 10.0 PSF DRW CAUSR7175 16078006 T• lotion B3. 87 or 810. .s.ppl.e.bl.. Apply plates to each fate of tress and position as shown above and an 0 1:/20 6 � I 1 the Joint%evils. viles noted otlerwls.. Hofer to drawing.18OA-T for sconoard plat.position.. i�=1_,JD N I Alpha a division of In building Components Inc. .hall not be rotpane ble tier an,y,deviation from this OREGON BC LL 0.0 PSF CA-ENG GWH/GWH drawing. mg failure to build the tress n,conformance with ANSI/IPI I. or for handling. shipping ANITWCOMRKNY metalIatn .a erwng ar t,W.a.. drawing. awytrp •9A tf 20.�a+"y,�Z. TOT.LD. 45.0 PSF SEAN- 250638 Aroyw 1bI lOM lllty iy for the design is Or001Op Or POW ma.I�A Thr 1ult.Ylllty and use of this drwing for any onommoha I. O 7' - . A351 Rghale Circk r..pen.Iblllsy.r w relldlae Dillard par mishimI l Soda. DUR.FAC. 1.15 FROM FP Saummo,CA9WU Far m Infor.mt.ed..e this Job..general notes page oral these wee, w.lwse3 2o+s SPACING 24.0" JREF- 1VP27175Z02 ALPINE:mem.alpinisite.coo: TPI: mw..tpinst.org: PTCA:ww.wclrW.try.con: ICC:sites: THIS DWG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS I&FR. (1115042--TIMBER TECH FRAMING -BURNHAM-ASH/ BLDG 1-WEST -- ASH AND BURNHAM TIGARD - 613XP) Top chord 2x6 HF #2 :T2 2x4 DF-L #1&Bet.: Negative reaction(s) of -2150# MAX. (See below) from a non-wind load case • Bot chord 2x4 DF-L #1&Bet. requires uplift connection. Webs 2x4 HF Std/Stud :WZ, W12 2x4 HF #2: :W11, W14 2x4 DF-L Std/Stud: The maximum horizontal reaction Is 24984 1 Special loads ("") 1 plate(s) require special positioning. Refer to scaled plate ////7777 ((((�� 1 (Lumber Dur.Fac.=1.60 / Plate Dur,Fac.=1.60) plot details for special positioning requirements. TC- From 20 plf at -3.88 to 20 plf at 29.57 BC- From 20 plf at 0,00 to 20 plf at 29.57 120 mph wind, 43.54 ft mean hgt, ASCE 7-10. CLOSED bldg Located a re in TC- -2500.00 lb Conc. Load at 27.68 roof, RISK CAT II, EXP B. wind IC DL-6.0 psi, wind BC 0L.6.0 psf. TC- 2500.00 lb Conc. Load at 29.43 PL - 2500 lb Conc. Load at (29.42,44.19)[2.4 deg] Right end vertical exposed to wind pressure. Deflection meets L/180. Wind loads and reactions based on MWFRS with additional C&C member design. (a) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied Deflection meets L/360 live and L/240 total load. Creep Increase factor for dead per IRC-12 section 301.5. load is 1.50. Calculated vertical deflection is 0.64" due to live load and 0.72" due to dead load at X = 11-8-3. See subsequent pages for member forces and load case information. H0312= 8X8- , i4X8 ill 8X8= 8X10 T25X5= 3X10a 11 4X8 II 0.5 _ .r _ w r a — T + x14 z 2-6-13 1-4-0 L_________ w w - mH am L 41-8-0 1 �mwwor mmmmm mmo ■ wwa 3X5(**) Ill ` W2 8X8E 4X8(R) III H0510-=- 3X10 8X10=W12 8X8ee 3-10-8 1"1 2 5-9-4 5-11-0 5-11-0 5-11-0 4-0-4• 6'11'2.612 1' 2 5-9-4 5-11-0 5-11-0 5-11-0 4-0-4 -10-1 I— 29-6-14 Over 2 Supports d R=1620 U=366 W=5.5" R=3324/-2150 1J=1709 W=4" Rh=2498/-2498 RL=1881/-1881 • Design Crit: IRC2012/TPI-2007(STD) EO PROpt PLT TYP. 20 Gauge HS, ITWBCG Wave FT/RTa216(O%)/4(0) 15.02.$,141' v `1rd'i OR/-/1/1/-/R/- Scale =.1875"/Ft. Truss Components of Oregon (503)357.2118 ,� "'WARNtlOI"a Rua ma roam ALL.mons am ems MUM! 061 l�,Q O TC LL 25.0 PSF 81 It I rummw iMlm DIMING m ALL mMm+croms INCLUDING ole INSTALLERS. C? REF R7175- 65077 825 N 4 Ave,Cornelius 0 97 13 Trusses Irel�nw c•a In r.bricati 19575 reed r t ent Safety Information.r i . y 7PI aid..a)..Bran.etf.r ba sin ronw c TC DL 10.0 PSF DATE 03/18/16 ..1.twc Ml then yr nct, (mini Laing Cugorwn Ss prow emporby ci and frCSfor lof.ty practice.prior w psrforwirg thew fi..ttioro. Imtal lar.ct l prag lag temporary arae irMl per SCSI. l\I losa rote otherwise. top chord shell Immo properly ottached structural snaschig and bottom clad shall have•properly attached J rigid ceiling. locations show„for p.r.,.n.nt 1 I Inc of woes shall bracing in.telled per SCSI I- BC DL 10.0 PSF DRW CAUSR7175 16078008 actions B1.87 or 110, w applicable. Apply plates to each rag or and position.s shown above aro an An I l(I^ i u»Je1M 0.!.l It unle.n nota of»rale.. Ran r to dr..i g.,Ba_r for,t.na.rd plat.P..htion.. 0 :/20 6 BC LL 0.0 PSF CA-ENG GWH/GWH l�l�ll I V AIPI,o. w a of n.lb Laing np.nnts gna P Inc. ,MI I M raped.,b1..er., d. i.tian fro. n OREGON drwing, any fol lure to build the,.rag. ,n tanrer...c..,t1.ANSI/IPI 1, or Cc. l..r.i1„g. .h,pp,nye eJ AN iTW COMPANY „a,t.lLauda.bbr.cig.r tr.,.no.. a4 '�a.20 MygrTOT.LD. 45.0 PSF SEQN— 250649 A...l en ani.droning w.ager P.R.I lwl.lm t1.1.ar..Irg, Indl..s....a.pswa.of Pr r...len.l sap,. ring — relp..lbll Sty..lea shown.r r tae dealt,' ..e. Ta.suitability e,r...of tail.a pmerwlog far leaf....tare 1e w OL D T N� DUR.FAC. 1 .15 FROM FP 8351 Ro.w CircleCircler.. lbI l lty of she bulldog Weisner per NaSega. l/IPI 1 Mea .. � Sxrmema CA95R211 For,ler lot this Jo..1 genera.notes and t..page athew web sites: ALPINE: .elpin.,tw information ....tp,rot.org.Rscw I : .. .. w ndustry.aw.: ICC: ...lccfe.org ar1.w.nawaol7 SPACING 24.0" JREF- 1VP27175Z02 THIS DRC PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115042--TIMBER TECH FRAMING -BURNHAM-ASH/ BLDG 1-WEST -- ASH AND BURNHAM TIGARD - 813X) Top chord 2x4 DF-L #1&Bet. (I) - plates so marked were sized using 0% Fabrication Tolerance, 0 Bot chord 2x4 DF-L #2 degrees Rotational Tolerance, and/or zero Positioning Tolerance. Webs 2x4 HF Std/Stud :Rt Bearing Leg 2x4 HF Std/Stud: 120 mph wind, 44.06 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC 01=6.0 psf, wind BC - • End verticals exposed to wind pressure. Deflection meets L/180 01=6.0 psf. criteria for flexible wall coverings. Wind loads and reactions based on MWFRS with additional C&C member Bottom chord checked for 10.00 psf non-concurrent bottom chord live design. load applied per IRC-12 section 301.5. Deflection meets 1/360 live and L/240 total load. Creep increase .factor for dead load is 1.50. ct v 0.5 _ 4X8(1)a 1.5X4 III 3X5 — , 1-7-9 2-2-12 2-6-13 D +42-7-4 _—__.. 1, I i , D • X41-8-0 , 3X7 rE1---- 3X5 III 2X4= • 1.5X4 III 112 3-10-10 1 3-7-6 1 12 4-0-6 3-7-6 1''2 lc 8-1-0 Over 2 Supports R=355 U=55 W=5.5" R=372 U=65 W=3.5" RL=40/-31 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01.K 7s-1a Fs, OR/-/1/1/-/R/- Scale =.5"/Ft. Truss Components of Oregon 1503 357-.5118 eeRARNINBtee IF10 Ala mime Au none as 71115 9164511161IN �j 1125 N 4th Ave,Cornelius OR 97�13 "tr o"r"trr" lae°us'TMts SWIM TO"" a"'"ncr°e5 ticIwuo TIE INSTALLERS. �C� F1 0 TC LL 25.0 PSF REF R7175— 95682 Trnwew rop,lr...awp ears In f.prlwtlrg,hwprnnp, 'ripping. installing ver bracing. Refer to and fellow` 1ets75P TC DL 10.0 PSF DATE 12/14/15 the late.t edition or SCSI (S,"Idlrg Coert e t Serer, a teeption, by TPI and RCA)for*afety otherwise, prlw I~ to perrorwing these functions. Installer.Shall provide temporory bracing per SCSI. Unless noted otherwise, /r top chord shell naw property.tunes structural eheethbg and bottom chord.,.ell have P property attached BC DL 10.0 PSF DRW CAUSR7175 15348140 rigid rolling. Locate. C sheen for poreeent lot...restreifC or webs shell Moe Orating Installed per SCSI �_ o,p SS, R nr 510, .w app!lnahlo, Apply plates to peen raw of cruse mei position es sboeu above end on /1- PONE �0^ I E vs t,:p`ipint Details. wale.,noted nther,iee. Serer to droringt 160A-:for standard plate positions. I 14/2015 BC LL 0.0 PSF CA-ENG BFR/GWH �1 ' V Alpine. a dleision.or ITV budding Components crow inc,.half not be ernonwlble for/eV deviation from the. demising, «n failure to Solid the trues in conformance with AaSI/TPI 1,or for handling, shlppirg, OREGON AN fTW COMv TOT.LD. 45.0 PSF SEAN- 241057 Mh1Y ....II ion a or l no or trwsaaa. ie A deep an Vol.waning or..e.r P.g.I l.slep Vol.drawing, lhel..tis sassyasno•or Pr rsasisp.1 wglf..rlq 4�4rip•to,40th r...p..lnl l ity selely far ono d+lr,rp.n. Si,..ultsbi lly and..e*rents drawn,for any.aunt..,1e the r !IMI Rrnare Cock reyvalbl I lty of the cel Idleg n..lgnar dor Afnlml t sa.,5. Ot T N DUR.FAC. 1.15 FROM DE Sade me.CA.HA For.pr.In♦or..tsee this Joh..general no page end Uwe.wen e.tes. NSPACING 24.0" JREF- 1 VMD7175Z07 ae ALPINE, e,alpinei e,ore: TPI TPI:www _tpunst.erg; RCA: .sbM cinstryns.eom; ICC:we,loanere,erq Reseed Dale d30/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115042--TIMBER TECH FRAMING -BURNHAM-ASH/ BLDG 1-WEST -- ASH AND BURNHAM TIGARD - B14) Top chord 2x6 HF SS (**) 1 plate(s) require special positioning. Refer to scaled plate Bot chord 2x4 DF-L 2400f-2.0E :62 2x4 DF-L #1&Bet.: plot details for special positioning requirements, Webs 2x4 HF Std/Stud :W2, W10 2x4 HF #2: 120 mph wind, 43.29 ft mean hgt, ASCE 7-10, CLOSED bldg, Located (a) Continuous lateral restraint equally spaced on member. anywhere in roof, RISK CAT II, EXP B � , wind TC DL=6.0 psf, wind BC ‘. DL=6.0 psf, In lieu of structural panels use purlins to brace all flat TC a 24" OC. Wind loads and reactions based on MWFRS with additional C&C member Bottom chord checked for 10,00 psf non-concurrent bottom chord live design. load applied per IRC-12 section 301.5. Right end vertical exposed to wind pressure. Deflection meets L/180 Deflection meets L/360 live and L/240 total load. Creep Increase factor criteria for flexible wall coverings. for dead load is 1.50. Calculated vertical deflection is 0.61" due to live load and 0.69" due to dead load at X = 11-10-5. 3X5= 8X8= 0.5 — 4X8(R) III 5X5 8X10= 1.5X4 111 5X10= RICV% !. � iii 41-8-0 62 3X5(**) II W2 8X8mm 4X8(R) Ill 3X5= 4X16E 3X5tl1 1.<-3-10-8->-1 H0510= 5-11-3 6-0-15 5-11-3 5-9-13 5-9-13 5-11-3 6-0-15 6-0-15 5-8-1 5-9-13 L~ 17-11-4 --1 , 11-7-10 _I 1 29-6-14 Over 2 Supports aI R=1620 U=365 W=5.5" R=1313 U=201 W=4" RL=53 Design Crit: IRC2012/TPI-2007(STD) * PROP. PLT TYP. 20 Gauge HS,Wave FT/RT=2%(0%)/4(0) 15,01.0 ' t4�, OR/-/1/1/-/R/- Scale =.1875"/Ft. I ••WAWMIWWI••REPO me FOLLOW ALL gores a S IS°`I.Il T e1 F� z TC LL 25.0 PSF REF R7175- 95683 Truss Components of Oregon (503)357-_l 18 r[ G 1NF 0 B25 N 4th Ave,Comeltus OR 97113 I ngwlse THIS pltlNg TO ALL ra ITlIAelais IIICl2DlIN THE I'sr"ues Tr.weew reditio aatrer care Inld ng Clcponen Sahafety Information,oationy hingd dad bra) for as Roraaa rp c«,a roper 19676 TC DL 10.0 PSF DATE 12/14/15 too Irfoet nglteee of.cti .e.la st Catpensna saproy emrby ci and RG) ler fscy tedeethew Prier to performing thhav functions.�Ianhed std structural provide temporary b bracing shall Omens noted act.ched Aibka cop chord shall Mve properly :aaA.W s[r.,rt.ral eh..tn.y end.ettem chord wMl l have w properly acted* rigid ceiling. locations.ho.n for permanent...wet reftreinc of webs Yell have brewing Intal lea per SCSI /- - / BC DL 10.0 PSF DRW CAUSR7175 15348141 '0 ectlon.AT. AT or Slg,as app,lcenle. Apply pietas to each rase or trues end position es slow.above end on ,4 P d N =7.1,7„:—.0::::::.7:-:::::::d:::—...-- alaea netad ong rix. -.rt.,- .Ier ca aYwl ge 16dtsndero prate pwlclans. 1 14/2015 BC LL 0.0 PSF CA-ENG BFR/GWH I , n of In gond:.: .nw Group Ino.sne11...7.:°:sspw.w.:7..:°- ble ta•a,.la,..letlan Trow cols Q OREGON drawing, any tenure to Wild the Crass.n conformance with ANSI/TPI 1, er for handling, shipping, AN ITW COMPANY Installation.bracing of trussed. `r TOT.LD. 45.0 PSF SEQN- 240824 A art an tl.1.Arwlep sr*owe pow.lifting this Moine. InelOot..._.,.t is N profe..l.nel elylrwsflA qR v 4.491 49� •�. r.spwwlbllley rl.4'for tt.o ee.Ipn raw.. 7h..eI pty aro ur of Vile drawing f on,.trustors 1.oho • ) T 0 OUR.FAC. 1.15 FROM DE N351 Rarinro CIRb roepalwlel I lty of eh.`.I IOI,g awtpx per AASITI 1 lr.2. {. ! Sommer*. 9M28 For more I Ian w this,ob a genar.l notes Pegs and Char Olt... SPACING 24.0" )REF- 1 VMD7175ZO7 ALPINE: wwr .wlPlice,eroem,; TPI:ww..tpl,.st.or9%RGr : . .aM l,dww tYY.c ; ICC:sr.lccasfe.erg Rgeewnal Wm tow2D�1 THIS DRG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115042--TIMBER TECH FRAMING -BURNHAM-ASH/ BLDG 1-WEST -- ASH AND BURNHAM TIGARD - B14A) Top chord 2x6 HF SS ("") 1 plate(s) require special positioning. Refer to scaled plate Bot chord 2x4 DF-L 2400f-2.0E :62 2x4 DF-L #1&Bet.: plot details for special positioning requirements. Webs 2x4 HF Std/Stud :W2, W10 2x4 HF #2: 120 mph wind, 43.29 ft mean hgt, ASCE 7-10, CLOSED bldg, Located (a) Continuous lateral restraint equally spaced on member. anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC w OL=6.0 psf. In lieu of structural panels use purlins to brace all flat TC f 24" DC. Wind loads and reactions based on MFRS with additional C&C member Bottom chord checked for 10.00 psf non-concurrent bottom chord live design. load applied per IRC-12 section 301.5. Right end vertical exposed to wind pressure. Deflection meets L/180 Deflection meets L/360 live and L/240 total load. Creep increase factor criteria for flexible wall coverings. for dead load is 1.50. Calculated vertical deflection is 0.62" due to live load and 0.70" due to dead load at X = 11-10-5. 3X5 0.5 4X8(R) UI 5X5= 8X10= 1.5X4 UI 5X10= • 8X8—sr--. nJ 1-4-0 1—_--- -- '�_ — y —. .�— -_ �flljIII— W2' 2-0-15 J_ r�-- _._ . -, --•-- ma 40_41-8-0 I B2 3X5(**) Iii 8X8 4X8(R) 11 3X5E 4X16= 3X511 LE-3-10-8-',J W2 H0510= 5 5-11-3 7i4 6-0-15 6-0-15 44 6 0'15-3 >JI4 5 8-1 sI 5-10-5 I, 17-11-4 11-8-2 _I Fc 29-7-6 Over 2 Supports aI R=1622 U=365 W=5.5" R=1315 U=202 W=4" RL=53 Design Crit: IRC2012/TPI-2007(STD) ,sO PROp . PLT TYP. 20 Gauge HS,Wave FT/RT=276(0%)/4(0) 15.01.0 - GAS1),,_ OR/-/1/1/-/R/- Scale =.1875"/Ft. Truss Components of Oregon 1503)357,118 aaR11RMIM81ee owe AIM HOLM Att!DIES 011 THIS OR MIIIGI �� !;� 825 N 4th Ave,Cornelius OR 97�13 "1�0AT ^"sr'"'"s"olwln°TO"u°°md'c'°'e'"ew°'"`n`rlar"tlas' a �B675 P �Q TC LL 25.0 PSF REF R7175— 95705 T�..c.respire oatrewe were in rabricating, ..nal1,,0. shipping. installing and bracing. Refer to and fella 9 r , TC DL 10.0 PSF DATE 12/14/15-- 1 ha tent cdltlo.of SCSI (Sd lamp Component Safety Information, Ry Tp1 arid 0.CA)for eafoty pre:Clean prior 1 / to performing these functions. Instal lora shalt prowl.temporary broe.,g per DCSI, Union,Meted otherwise,adilibg ._ top chord anal hero properly attached structure.sMMing ed bot..Mord shall have a properly attached 41111 - c rigid coiling. Loc.-intone shown.for permanent lateral reetralnt er mol#.hall have hewing installed per SCSI BC DL 10.0 PSF DRW CAUSR7175 15348162 ■ l O sections 53.1ST or 5111. oh noted otble. Apply plates to each rsnc of trues and Position.s slaw,above wile a ^ I '1412015 — r tu=.I ntnpA1vi ion of 11.Building r neerGoupp drawings shilllen tzfor be respenslbferd plate for em deviation from thinBC LL 0.0 PSF CA-ENG BFR/GWH OREGON dewing, any fallera to build the truss in Confer...0 with ANSI/TPI 1. or fa handling, .Hipping, — AN ITNCOAAPANY instal...on a bracing tr„a..a. lR 400,20 10# d. TOT.LD. 45.0 PSF SEQN— 240912 A...I ew ria.ewlfg a..ver 5.g.Mitt,itllg N1.drwln5 IMse5t.:11:1:M of Profw.lo..I.ginning Q N —• r,,, ,15,,15y eV the ecl IgIng Ih5..' per N6Imi�ee i Ntl aM pr MI.arwltg far any.tNCiMm I.L1N 1. DUR.FAC. 1,15 FROM DE MI Havana Cilcle lbs11 Sacramento,CA 959.21t For wore Information see ells Jobs general,e page d the., altos; ALPINE: wwm.elpieltm.cem: Tri: wow.tain.t.erp:'TCA:wawethe.,weRenewal Dale!/30/10/7 baindeetry,eom: wwwiccaafe.erp SPACING 24.0" JREF— 1VMD7175Z07 THIS MG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS UFR, (1115042--TIMBER TECH FRAMING -BURNHAM-ASH/ BLDG 1-WEST -- ASH AND BURNHAM TIGARD - B15) Top chord 2x6 HF SS (*S) 3 plate(s) require special positioning. Refer to scaled plate Bot chord 2x4 DF-L 2400f-2.0E :62 2x4 DF-L #1&Bet.: plot details for special positioning requirements. Webs 2x4 HF Std/Stud :W2, W10 2x4 HF #2: 120 mph wind, 43.25 ft mean hgt, ASCE 7-10, CLOSED bldg, Located (a) Continuous lateral restraint equally spaced on member. anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=6.0 psf. In lieu of structural panels use purlins to brace all flat TC 0 24" OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member design. load applied per IRC-12 section 301.5. Calculated vertical deflection is 0.62" due to live load and 0.70" due Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. to dead load at X = 15-11-4. 4X8(R) itl 8X10= 1.5X4 UI 5X12= 0.5 __ 3X5= 1-4-0 W10 8X8(**) - � 1-11-15 � 4_41-8-0 J._ 3X5(**) III W2 8X8 5X7(R) til 3X56 SS0514= 62 3X5111 1.-3-10-8-›.1 H0619(**) 5-3-3 5-4-15 5-3-3 6-9-13 6-9-13 5-3-3 5-4-15 5-4-15 6-8-1 6-9-13 I., 15-11-4 I_ 13-7-10 -I I` 29-6-14 Over 2 Supports R-1620 0=365 W=5.5" R=1313 U=200 W=4" RL=30 PLT TYP. 20 Gauge HS,18 Gauge HS. Design Crit: IRC2012/TPI-2007(STD) .03 PROF A. Wave FT/RT=2%(O%)/4(0) 15.01.tc 'i - _ --IP OR/-/1/1/-/R/- Scale =.1875"/Ft. Truss Components of Oregon (50?157- 118 '•nAmuUal•'NEM+yo sous nu.Mohs a nus oaMlMGI �� 1 ;`F , TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 9713 "I ^m" AMISS TMro DRAM= ALL INCLUDING TRE INSTALLERS. REF R7175- 95684 Truett.rewire extreme car.In fabricating.handling, .hipping. Installing end bracing.Refer to and foliow iB67dP7. tine latest edition of SCSI (Hulloing component surety Information.by tri end wru)for tsarist,practices prior TC DL 10.0 PSF DATE 12/14/15 to performing these functions. Installers tail provide temporary bracing per SCSI. Unless noted otherwise. 'n top chord shell have properly attached otruoturel Meath.,end bottom card tall ave n attached rigid ceiling. Locate,s show..for porw5.nt , 1 restraint of webs shell hoe.brae,noP properly per SCSI �� .••••• BC DL 10.0 PSF DRW CAUSR7175 15348142 ,4 r �r • pin n, NO.r ote loth r . d Plat*to...oh lane orr d tion ah agar above arta I 14/2015 L I�Lllt I the Joint 0.iel la. unless noted otherwise. Rete to drawings 19 1-Z for Stoddard plate positions. Alpine.a division of In WiIdint,Component.Group Inc. tall not be responsible for awes des,acian from Ulla OREGON BC LL 0.0 PSF CA-ENG BFR/GWH drweing•any failure to Wruse in conformance with NI51/TPI 1,or for handling, shipping, Seif build the f1 AN ITW COWAN'? .note,lotion p ,,g of Crone...p ..c, 9 "Ip,20,isd% TOT.LD. 45.0 PSF SEAN- 240827 A..al eo!hitt drwio w sever pyo hating till.dr..ly. Inel..teo eewtaae of prwn...len.i eyiswrInr 'TO .0‘.. Q r..po..lelilty..I.iy for tn.*..Igu.loan. The.eltWlilty and U...f als drawing for..y.treamore Is tno — R351 Raaru Ciusk f.......Ibl I lty ef the%Heine Designer per ANTI/TPI 1 S...2. M DUR.FAC. 1.15 FROM DE SSuamrnlo.CA 95R2R For more infer/notion see!hie job's general nit .page and case eeh altos: ALPINE:ww.alplalte.eow; 1PI.ee.tpinet.or9:•fCa:mmw.ebcineu.try.caw: ICC:woesIcceare.erg fit'*"u 0M 7 SPACING 24.0" JREF- 1VMD7175Z07 THIS DWG PREPARED FROM COMPUTER IMPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS FR. (1115042--TIMBER TECH FRAMING -BURNHAM-ASH/ BLDG 1-WEST -- ASH AND BURNHAM TIGARD - 615A) Top chord 2x6 HF SS (") 3 plate(s) require special positioning. Refer to scaled plate Bot chord 2x4 DF-L 2400f-2.OE :82 2x4 DF-L #1&Bet.: plot details for special positioning requirements. Webs 2x4 HF Std/Stud :W2, W10 2x4 HF #2: 120 mph wind, 43.25 ft mean hgt, ASCE 7-10, CLOSED bldg, Located (a) Continuous lateral restraint equally spaced on member, anywhere In roof, RISK CAT II, EXP B. wind TC DL=6.0 psf, wind BC DL=6.0 psf.In lieu of structural panels use purlins to brace all flat TC e 24" OC. Wind loads and reactions based on NIWFRS with additional C&C memberBottom chord checked for 10.00 psf non-concurrent bottom chord live design. ::::11111)::) load applied per IRC-12 section 301.5. Deflection meets 1/360 live and L/240 total load. Creep increase Calculated vertical deflection is 0.62" due to live load and 0.71" due factor for dead load Is 1.50. to dead load at X = 15-11-4. 8X8(**)- 4X8(R) IN 8X107.--- 1.5X4 NI 5X12- 0.5 _ 3X5=- --- �M - ! (a) W11 1-11-15 1-4-0 --7--_ -_—__—_- -------.7" J ��m • = lig.Mid .. 41-8-0 3X5(**) 8W2 8X8- 5X7(R) III 3X5-` SS0514= B2 3X5 NI L.,=3-10-8-- H0619(**)m 5-3-3 5-4-15 5-3-3 6-9-13 6-10-5 5-3-3 5-4-15 5-4-15 6-8-1 6-10-5 L< 15-11-4 13-8-2 _I ,c 29-7-6 Over 2 Supports R=1622 U=365 W=5.5" R=1315 U=201 W=4" RL=30 PLT TYP. 20 Gauge HS,18 Gauge HS, Design Crit: IRC2012/TPI-2007(STD) ,ED PROF. Wave FT/RT=2%(0%)/4(0) 15.O1.Pi • .n ', S6V OR/-/1/1/-/R/- Scale =.1875"/Ft. Truss Components of Oregon 503)357-_118 •aRARNMM01at MO ARO Rung ALL WES ON'MIS MA MMA! 0 ' � F.. 1. TC LL 25.0 PSF REF R7175- 95704 81S N 4th Ave,Cornelius OR 97113 .>I T •• "ISH THIS muml'o 10 ALL a NTIIIA INS IraL01110 it IIINALLw. 19676 P ab Trusses require.atree care In fabricating. handling, snipping. inetellh,g webracing.Refer to ea re tl> , the latest edition of 11CSI ..- Installers Component Safety Information.by TPI one RCA)for safety practices prier TC DL 10.0 PSF DATE 12/14/15 �. to perform Igg those rratioma. I,sullerr anal I provide t..pwrwry bracing per SCSI. Vnlwea noted otherwise. ' ' top cnerd alrl l Ira properly attached structural sheathing aro bocce.chord.Fall have a properly atteelraellA .rigid ceiIIrv. Locations show,for permanent lateral restraint of webs ahetl neve bracing Installed per IICSI / BC DL 10.0 PSF DRW CAUSR7175 15348161 AlT.IL N ons 113.87 s. on oppl i ether. Appy pietas to each face of forad and pemitlte ma eta..,.m.e and on I '14/2015 - O1 tAlpin,K Details. rte IT noted Colwe. Refer to Inc. ngsshall l not for standard plate positions.deviation OREGON BC LL 0.0 PSF CA-ENG BFR/GWH J roping. A division ilur of Ibu Buildingdussp in group Inc. hl,all rot be rorpfor i hen fon Any Awing,on from this droving. any I bred g build the crw> in twnfor.mana with Axsrnrl T.or for handling. shipping, •� 4.20,10 TOT.LD. 45.0 PSF SEAN- 240909 AN ITW[OMR4NY ina<at lotion t erwe+.g or erp>aes. A R»I w M1.gfeoIM or-:—. ..11,7. amp Mi 11.61,MIR 5wla5, inglwbw....plan...s.proha.l..rl'"'""',741 .1...rl, -- r..p.nalbli lfy»Idly f r awe I Designer agave,. 5,..ulttbl I.Y of NIa.r1A sir••y.c n..f....I.ear 0�I DUR.FAC. 1.15 - FROM DE 0351 Ro1'ana Circle raepwnlbli1tq K the inilal,Ota lgnsr 1r.r MRITI 1 Sw.1. Sacome,o,CA 2* For more information son Chi•,ve'>general note.peg.e'd these ."b sites.: Maw,."&Dole°r30t201' SPACING 24.0" JREF- 1VMD7175Z07 ALPINE,awn..lpineIt..cwwn> :Tel:w .tplt.orp,RCA rse » te.ewina,.try.wor. ICC: w.lcsf..org Till DWG PREPARED FROM COMPUTER IIPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115042--TIMBER TECH FRAMING -BURNHAM-ASH/ BLDG 1-WEST -- ASH AND BURNHAM TIGARD - 816) Top chord 2x6 HF SS (**) 3 plate(s) require special positioning. Refer to scaled plate Bot chord 2x4 DF-L #1&Bet. :82 2x4 OF-L #2: plot details for special positioning requirements. Webs 2x4 HF Std/Stud :W2, W12 2x4 HF #2: :W10 2x4 DF-L Std/Stud: 120 mph wind, 43.21 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP 8, wind IC DL=6.0 psf, wind BC t In lieu of structural panels use purlins to brace all flat TC ® 24" OC. DL=6.0 psf. MFRS Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on FRS with additional C&C member `� 1 load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor Calculated vertical deflection is 0.61" due to live load and 0.69" due for dead load is 1.50. to dead load at X = 13-11-4. 5X10(**)= 0.55X14= 3X5= 8X8= 1.5X4Il 4X12= 6X8= 1-4_0 — -- R W11 W12 40_41-8-0 I A 82 3X5(**) III5X10(**) 6X8(R) III 3X3X5---7. H0619= 3X12= 3X5111 W2 Lc-3-10-8-)-I '. 4-7-3 -1- 4-8-15 T 4-8-5 -r- 5- 3 -1- 5-3-11 '1- 5-1-15 Ln 13-11-4 � 15-7-10 J I 29-6-14 Over 2 Supports s{ R=1620 U=365 W=5.5" R=1313 U=200 W=4" RL=27 Design Crit: IRC2012/TPI-2007(STD) g p- g,PLT TYP. 20 Gauge HS,Wave FT/RT=2%(O%)/4(0) 15.01.•j,�.'. co. OR/-/1/1/-/R/- Scale =.1$751'/Ft. Truss Components of Oregon 503 357-.118 **WARN INCI.*READ Mo FOLLOW All NOTES a TNIS DgAIIIKI O 1N REF R7175- 95685 pc� ( ) •*Iw'aRANtm FORAM TNIS MOM TO Au-comuCTINS INCLUDING THE IgSTPAME S. O,L TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 47f t3 Tr"�* n*and brae, O19576•• •�� rale,*sof SCS tar.In fabricating.Saet Information.eluting, y WItlng. gayer to retie. ' TC DL 10.0 PSF DATE 12/14/15 the intact then Or.Ch ( . tltt Co..-. J Sa rbty stpo by TPI end MCA)for safety noted eteee prior to perfard ing these functions. lnetollerw shell nivel..temporary bracing per SCSI. Unlace *newecd ' l' . top there shall have properly attached structural shestn.ng and bottom chore Shell have a properly attache, rigid ceiling. Locations•howl for pere.lent lateral restraint of ebbs shell haul,brstirg Installed per BCSl /-- . BC DL 10.0 PSF DRW CAUSR7175 15348143 .action*u.II/or Ino, as applicable. Apply plate,,to esti.rasa of LIM..ane position se sheen oboe*one on PPo N r� i.:—Ddtahl,. g„le„nate atheret.a. :".:'"."'7:174:',,::-.:*,rd plata7.'"en,. 1.14/2015 BC LL 0.0 PSF CA-ENG BFR/GNAT /`y J� Alp,na, adl.lsian ar ISa whlaing caapon. ow t. jet- y a. inthon rro.rile OREGON drawing, any failure to build the truss in conformance with AhSi/TPI 1, ur for hent ing, shipping. AN ITW COMPANY Installation A'Wee leg of intones. J TOT.LD. 45.0 PSF SEQN- 240832 A mei an thla teeming or arm.page Slating thle growing. IMlesem e. teab.pnee of prefeeelanel engineering /A ilk 20,1 ahem, th roepan.Iall Ity*emit'for the d..Ign aheae gotten n and we or tole towing Per any etrtrootrr ha ti.. 9351 Rotan=Circk r..a.l.ibl l lty of„-.,Ilam.g..1.-r p..,a.l^pl I g.,•=• 4L . a N DUR.FAC. 1.15 FROM DE S.d'anntio,CA 45829 For core Information sem this Job's peroral notes page and these cob sites: ALPINE:eem.alpineire.coe: Tel:waw_tpinet.orp:RCA:w,m.abciM,atry.cw.e: ICC:www_inceare.org RenewsiDote NBDR017 SPACING 24.011 JREF- WM07175207 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115042--TIMBER TECH FRAMING -BURNHAM-ASH/ BLDG 1-WEST -- ASH AND BURNHAM TIGARD - B16A) Top chord 2x6 HF SS (**) 3 plate(s) require special positioning. Refer to scaled plate Bot chord 2x4 DF-L #1&Bet. :B2 2x4 DF-L #2: plot details for special positioning requirements. Webs 2x4 HF Std/Stud :W2, W12 2x4 HF #2: :W10 2x4 DF-L Std/Stud: 120 mph wind, 43.21 ft mean hgt, ASCE 7-10, CLOSED bldg, Locate k anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind In lieu of structural panels use purlins to brace all flat TC 0 24" OC. DL=6.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MUFRS with additional C&C mem load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor Calculated vertical deflection is 0.61" due to live load and 0.69" due for dead load is 1.50. to dead load at X = 13-11-4. 5X10(**)3I' 0.5 _ 5X14 3X5= 8X8= 1.5X4 III 4X12= 6X8= 1-4-0 L--- _ _r-��r .`1R_�_� li W1 1-10-15 i —" M B2 441-8-0 _. 3X5(**) NI W25X10(**)FE 6X8(R) NI 3X5E H0619Fa 3X12RO 3X5 NI Lc-3-10-84J 4-7-3 � 4-8-15 4-8-15 510-3 5-3-11 5-2-7 L 13-11-4 _L 15-8-2 --.j I= 29-7-6 Over 2 Supports ›l R=1622 U=365 W=5.511 R=1315 U=200 W=4" RL=27 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. 20 Gauge HS,Wave FT/RT=2%(0%)/4(0) 15.01.t4,::- 1 5.01...':' 1 .i e,., OR/-/1/1/-/R/- Scale =.1875"/Ft. Truss Components ofOregon 503)357-.,118 e'wARNINCI"READ NO UOling ALL ROTES In TRIS ORMIRRI y a Fed GIN REF R7175- 95703_ 825 N 4111 Ave,Cornelius OR 97113 e'I IIr 'a FUNISN TRIS=NM 1D AU.CONTRACTORS IgetWiM THE I ULLE10, u,� OZ TC LL 25.0 PSF Trusses require matrono care in fabricating. I.,bling. shipping. installing and freeing. Refer to anal.elle. 59675• TC DL 10.0 PSF DATE 12/14/15 the latest edition of qsl (building Cerporw,tt Safety information. by TPI PA 1fW) for...Nit,praeclaee prier , r e pd,o.'d ng these functions. Installers shall provide temporary bracing per SCSI. helloes noted.therwlee. i �. cep S sen sh.l1 nave properly e.ctrhed structural sheathing and eq-en sherd.Hall new a proprry.cc.mhwd �- BC DL 10.0 PSF DRW CAUSR7175 15348160 rigid,:elf lng. locations shown for o.raenent lateral r.otr its of soba s have bracing installed per bpi sectio.%83. 117 or 610..a applicable. Apply plates to mach taco of truss and position es slown above and on ,4 i� ' 7:7:::::;:.uw %a necee ocnmrw iso, Serer ted anew Ings 16oR-x ror acwae a pm.icim w. • o ' \VI of I,.>wildi,g IAmpm.wn.:ramp 1„ . in.wt lin re%om1:::::. blo ror.,.y d.eletlon fr that OREGON BC LL 0.0 PSF CA-ENG BFR/GWH or,wlrg. way rally,.to build the truss in confer-mince with ANSI/TPI 1.or for handling. shipping. ---- AN fTW coinu WY i,wcsl'sties a gracing or trusses. A owl eh this.r wing or e.e.f Fag.listing this.,Rohe, Indiesw ..pgfae.iahri.lgrre.rilg /As O n.s0. s" r TOT.LD. 45.0 PSF SEQN- 240905 respenslbIIity solely for d.elgn, Tho w,lt�illty and woo w�e'o.In6 for any an,iatpr.1b�i. f�� DUR.FAC. 1 15 FROM DE 8351 Row Circle roopwwl0lllty of the OwI/ding ha.Igli.r Far AMI/RI 1 gw.Z. 1. r _-_ s°`f""""°a"'A2" Of go. ` c.enotes nond .oa=' ALPINE:wee elpineit..aoe: tpW.tpI rg;*TEA,esweussy —.loosere.org Renew&Dote&8012017 SPACING 24.0" JREF- 1VMD7175Z07 THIS DRG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS ER. (1115042--TIMBER TECH FRAMING -BURNHAM-ASH/ BLDG 1-WEST -- ASH AND BURNHAM TIGARD - 817) Top chord 2x6 DF-L #2 (**) 3 plate(s) require special positioning. Refer to scaled plate Bot chord 2x4 DF-L 2400f-2.0E :B2 2x4 OF-L #1&Bet.: plot details for special positioning requirements. Webs 2x4 HF Std/Stud :W2, W10 2x4 HF #2: :W8 2x4 DF-L Std/Stud: 120 mph wind, 43.17 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC � �� In lieu of structural panels use purlins to brace all flat TC a 24" OC. Di.=6.0 psf. *le, Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor Calculated vertical deflection is 0.65" due to live load and 0.74" due for dead load is 1.50. to dead load at X = 11-11-4. 5X10(**) -- W 0.5 _ H0312--F- 8X8= 1.5X4 III 4X12= 4X12 1-_4v_0 —T . 11111111 ='— _ W`. M1 Mr l__ 1-9-15 41-8-0 3X5(**) III 8X8- 4X8(R) III H0619(**) B2 4X12 3X5 Ill Lc-3-10-8->J 5-11-10 4. 5-11-105-9-15 '"I'''"- --11-1.---1-4+--5-':2: --''i 11-11 5-9-15 5-11-10 6-1-6 ' 5-8-3 5-11-11 5-9-15 11-11-4 I 17-7-10 ,J 1-4 29-6-14 Over 2 Supports R=1620 U=365 W=5.5" R=1313 U=200 W=4" RL=24 -2PLT TYP. 20 Gauge HS,Wave Design Crit: I FT/RT 276(0%)%4(0)D ) 15.01.0 ' it F OR/-/1/1/-/R/- Scale =.1875"/Ft. Truss Components ofOre on (503))357-:118 aa11ARNING1ea NEM ono POIlAf Au NOTES a MIN DIDMINGl y IN �f R25 N 4Th Ave,Comel us OR 97i 13 "IwaRrANlr• PIPe11EN TRu aOglllq TT)Aix 13gNTMC101Lf IpdAgleg TIME IIIitMlfl6. �\ did �4� /° TC LL 25.0 PSF _REF R7175- 95686 rr.stes require eatreao care In fabricating. handling. aniopuq, installing and breoing• Refer co and fell!. 10575P too t edltlon of AGSM Wilding Component safety Information. by TPI and MCA) for,arety practice.prior , TC DL 10.0 PSF DATE 12/14/15 a to performing these function,. Installers.0.11 provide to.po.ary br.oing per SCSI. Unless noted otherwise. 1 '1 top.-neve shell havLos.properly.,,,. atC,.,p0 scwmwr.0 sheathing.lie bottom chord shall n.ye•prop.ely etteched SC BC DL 10.0 PSF .DRW CAUSR7175 15348144 rigid ceiling. Locations shown for perminwnt lateral Int or dais shall nave beaming Instellod per SCSI ,_ sectlean e3,0T or 1110.as app!doable, Apply Placow to each reoe er trues and position as show,,novo end on 7:-.00:::::' a,.int Uutalla,1anb..nmtad othoCo.pe. .afar to e:° 1.SA.:for standar°pbte pmsitiwa. 1-14/2015 BC LL 0.0 PSF CA-ENG BFR/G*H ,4 illi N Alpin , a elf i lur of Ibu Ildildl g Gels anent.group I c.h AN mt b.Tor ler hall Tor n y eInti,few this drawing, miy failure co build ene cru.. in conformance with ANSI/TPI rcpt ,. or ler handling. snipping. � OREGON v AN ITW COMANNY instal lotion.bracing of tr..,.,., 4...M. . TOT.LD. 45.0 PSF SEQN- 240837 A Ml.n MIs drmiing or aver page Hales MI.er/nln,. Selland*aaaep*ra.of Prvfa..lan el ginw.ring `O,20,10# r*.pwwlb,I Ity milady fee the design.. ,. The.ultabI Illy hold YM hr ry a MIs ageing ai . .mu..la the 8351 Rman.Citric ^'.w»1.I I Iq M .! .Ilpl laing Designed- AIsrP p.r 1� 1,gmi.:. O1. , ,�� DUR.FAC. 1.1 5 FROMM DE sanamaNa.CA9 1t7N For dee o..ne len w la na.s general note.pegs and tam..deb alt.,: SPACING JREF- 1 VMD7175Z07 ALPINE: aaw.alplmrcw.caeTPl:are evlat.orp;.TGA:miw.•W.nneuscry.ea; ICC: aww.lmear..erg RengwNOgle4180Rg77 24.011 THIS MD PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS IFR. (1115042--TIMBER TECH FRAMING -BURNHAM-ASH/ BLDG 1-WEST -- ASH AND BURNHAM TIGARD - B17A) Top chord 2x6 DF-L #2 (**) 3 plate(s) require special positioning. Refer to scaled plate Bot chord 2x4 DF-L 2400f-2.0E :62 2x4 DF-L #1&Bet.: plot details for special positioning requirements. Webs 2x4 HF Std/Stud :W2, W10 2x4 HF #2: :W8 2x4 DF-L Std/Stud: 120 mph wind, 43.17 ft mean hgt, ASCE 7-10, CLOSED bldg, Located , 1 anywhere in roof, RISK CAT II, EXP B, wind IC DL=6.0 psf, wind In lieu of structural panels use purlins to brace all flat TC W 24" OC. DL=6.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MIMFRS with additional C&C mem r - load applied per IRC-12 section 301.5, design. Deflection meets L/360 live and L/240 total load. Creep increase factor Calculated vertical deflection is 0.65" due to live load and 0.74" due for dead load is 1.50. to dead load at X = 11-11-4. 5X10( * 0.5 H0312 8X8= 1.5X4 III 4X12= 4X12= _ 1- 1-4-0� ..�~ wi- ~or�~ w1s 1-9-15 41-8-0 1 B2 3X5(**) III 8X8= 4X8(R) IN H0619(**)= 4X12= 3X51 W2 Lc-3-10-8->i 5-11-10 5-11-10 5-9-15 5-11-11 5-10-7 5-11-10 6-1-6 5-8-3 5-11-11 5-10-7 I._ 11-11-4 _I_ 17-8-2 1< 29-7-6 Over 2 Supports >1 R=1622 U=365 W=5.5" R=1315 U=200 W=4" RL=24 Design Crit: IRC2012/TPI-2007(STD) so PRpF� PLT TYP. 20 Gauge HS,Wave FT/RT=2%(0%)/4(0) 15.01.+/. - _ �i... OR/-/1/1/-/R/- Scale =.1875"/Ft, - Truss Components of Ore on (503)357-.118 'atAm11N61*a NEAO NO MOO Au NOTES ON THIS MOM!! �1— 825 Y 4th Ave.Gomel as OR 97113 'e l IM.. "ISO MI5 MIAMI TO"1'L Wlnw 7015 INCLOW"°TOE I",ALLIE"• 0 19576 4 1. TC LL 25:0 PSF REF R7175- 95702 Trusses require extreme owe ,n fabricating.hendling.whipping. Installing end Mating, parer to and lollom TC DL 10.0 PSF DATE 12/14/15 the latest Edition of SCSI (Sng(Sul filing Component Safety Information, by TPI and-ICA) for safety practices prior /t w to performing theme runotions. Installers shall provide t..por.ry Meelhg per SCSI. Unions noted otherwise, ,41164, tap chore shall baud properly.trached structural sheathing end bottom chord shall Mw.properly sit* allrigid ceiling. Locations*sewn for perwuwnt lateral restraint or saps shell have leech, Installed per SCSI BC DL 10.0 PSF DRW CAUSR7175 15348159 xet,w-53,57 or gig.en appl lcable. Apply plates to.00h fee.of truss enc.pe*luen as shown ahoy.ane.a. 1 '14/2015 A n ll J]^ I I _ 7:—.D::::::. Q�I"te Y;s'.7::;,-;:7::::-:-..-. T; �c.xnngorew n"rG,to 7,7.--.70A-z6:0: rwings tgpA_i fa,.-toad::phetd pe.ltlana. OREGON BC LL 0.0 PSF CA-ENG BFR/GWH I` U ' v `r�•w opo 111E. Noll rot Ire reg V..-fie for lwy awlatlon rras clnl. ^ swing. Any failure to build tie truss In conformance with MSI/TP1 1.or for handling. shipping, AN tTWCOMPANY lestall.tlm A Meting of tr.saew. 9 t'4.29,19 'r TOT.LD, 45.0 PSF SEQN- 240902 al.ndn.",A opl.drwg.r..mar p.g.11.5Ie,till.5r5Ol./, Indlooet.owooyeure of pls/ww .l..pl gln..rl �O �v - ree.--l.lblllty..l.ly far the OwIR,shown. Th...tltoblttty aid e.w K Ml.strewth,strewth,for any ssfoostirw Is di. I, 6 r -- 7351 Rov,oa Crack r-epwishing of w Alluring »pw uIr..r A1151A1151/7911I 1 Seg.!. OUR.FAC. 1.15 FROMDE Swttmmtnlo.CA457* for mere Information Sea this Jabs general notes pogo And these web sites: Mmei..I Deg 613014017SPACING 24.0" JREF- 1 VMD7175Z07 ALPINE: www .alpinelte.sem: TPI:m .tplrht.erg:1TCA:www..boln*atry.eea: ICC:maw.lacs.fe.erg THIS DRG PREPARED FROM COMPUTER IM'UT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115042--TIMBER TECH FRAMING -BURNHAM-ASH/ BLDG 1-WEST -- ASH AND BURNHAM TIGARD - 818) Top chord 2x6 DF-L SS (**) 3 plate(s) require special positioning. Refer to scaled plate Bot chord 2x4 DF-L 2400f-2.0E plot details for special positioning requirements. Webs 2x4 HF Std/Stud :W2 2x4 HF #2: :W4, W8 2x4 DF-L Std/Stud: :W10 2x4 DF-L #2: 120 mph wind, 43.13 ft mean hgt, ASCE 7-10, CLOSED bldg, Located ,,,,v5,,B . anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC In lieu of structural panels use purlins to brace all flat TC a 24" OC. DL=6.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor Calculated vertical deflection is 0.64" due to live load and 0.72" due for dead load is 1.50. to dead load at X = 16-5-3. 8X8(**)RE 4X8(R) ►ii 5X7(R) III 8X8s 1.5X4 NI W8 W10 8X8$ 0.5 — M EN 1'4-0 — — �_ •11 -74:::„:_ � 1-8-15 3X5(**) III W2 8X8 W4 4X8(R) HI H0710= 6X12(**)m 3X5 III L-3-10-8-)-I 1-10 I- 4-11-10 4511-6 ...Ir. 6-4-1 "'3 6-7-11 6-5-15 1.1 I, 9-11-4 _I_ 19-7-10 _I 1 29-6-14 Over 2 Supports :..i R=1620 U=364 W=5.5" R=1313 U=200 W=4" RL=22 Design Crit: IRC2012/TPI-2007(STD) 0 PROP PLT TYP. 20 Gauge HS,Wave FT/RT=2%(0%)/4(0) 15.01.!4i t OR/-/1/1/-/R/- Scale =.1875"/Ft. w..�aMMMAI a•sen Pm roue till I am as nits glgfis !� F. y TC LL 25.0 PSF REF R7175- 95687 Truss Components of Oregon (503 357-2118 „� • �� 1"• THIS sPm FO TO ALL maims nn T,�� G{N F O — 825 N 4th Ave,Comelms OR 971.13 Truawow ropilre macrame care In robrlcsting,h.idling, shipping. Installing and bracing. Refer to ed folio. 19578 the latent edOMI itlen of St.u,IA.,g compone Sofet0 Inferwatlen. by 011 p.uWTCA1 for urety practice.prier TC DL 10.0 PSF DATE 12/14/15 to parforming these functions. Ishtarlana Moll ll provide twpmrary.rxing per SCSI. Unto*.noted otherwise. ,h op chord owl leve properly...hod Structural oh..tl g one bottom shard Moll hew a p.oP.rly.ttedied -- BC DL 10.0 PSF -DRS CAUSR717S 15348145 rigid calling. Leant...sMei ter permanent lateral train of webs shall Mw bracing .wi led per SCS, All =Jd N E theT. Join 83,87 or unli as appl iowhle. e. R f rt to to earth sratt of coin, peenash we shown above and en 1401 C the Joint Solara, unlwa,.ted ding Compo. Refer to drawl l not for standard ponsibl plate nye oculi J BC LL 0.0 PSF CA-ENG BFR/GwFI ,J alpine.n division of ITS wilding Components Grog Inc. shall not ee responsible for any d«latlon free this OREGON drwwlrg, any Collura to build ted truss In conformance with ANSI/TPI 1. or Tor handling. shipping.AN ITW COMPANY Instal lotion a braoing of truss... A.p...I on p"..r..1ng or owner ppegs,ietllq al.droving, IS.Iea..e•S..rtaneo or pretensions,.na,...rl,a 9"r01.,"•n.20,+M� G.f TOT.LD, 45.0 PSF :SEQN- 240840 rarelbl Ilsy roe pi melody roe 1..1}i'hem. 7o*.sL1bq I111and w U.I.f t .drawing foe any pe tav, e•.1. . 7351 Ro ane Cirdc re.p.o.IRIiIcy 0 a building o..lpnar,.o Ata1T1 1 ase.:. T . DUR.FAC. 1.15 FRAM DE pi .SiQaGIpIR".CA 9510 for I . ion see this fob s gan,r•1 notes page and<Ma e .ao web nixes: SPACING 24.0" JREF- 1VMD7175Z07 ALPINE: el Pireive.tw.escomi;TPI:www,tplrrtt.erg; www ftA:ww.aeelnq,atry.o ; ICC' waww .iccl..erg Flamm, THIS DWG PREPARED FROM COMPUTER I HAUT (LOADS &DI MEWS IONS) SUBMITTED 8Y TRUSS IFR. (1115042--TIMBER TECH FRAMING -BURNHAM-ASH/ BLDG 1-WEST -- ASH AND BURNHAM TIGARD - B1BA) Top chord 2x6 DF-L SS (dd) 1 plate(s) require special positioning. Refer to scaled plate Bot chord 2x4 DF-L 2400f-2.OE plot details for special positioning requirements. Webs 2x4 HF Std/Stud :W2 2x4 HF #2: :W4, W8 2x4 DF-L Std/Stud: :W10 2x4 DF-L #2: 120 mph wind, 43.13 ft mean hgt, ASCE 7-10, CLOSED bldg, Located ft anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psi, wind B In lieu of structural panels use purlins to brace all flat TC a 24" OC. DL=6.0 psi. t2) Bottom chord checked for 10.00 psi non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C mein r load applied per IRC-12 section 301.5. design. Deflection meets 1/360 live and L/240 total load. Creep increase factor Calculated vertical deflection is 0.64" due to live load and 0.73" due for dead load is 1.50. to dead load at X = 16-5-3. 8X8(88) 5X7(R) ill 8X8= 1.5X411 4X8(R) Ill 8X8= 0.5 _ — : ma : Z . _ 01-8 15 1-4 a — �— MQN - .._mama_..___mama -- __-- -41-8-0 1 II 3X7 RI W2 8X8= 4 4X8(R) III H0710= H1010(R) Ill 3X5111 1-c-3-10-8- 4-11-10 4-11-10 6-5-15 6-7-11 6-6-7 4-11-10 5-1-6 6-4-3 6-7-11 6-6-7 L_ 9-11-4 J_ 19-8-2 1 29-7-6 Over 2 Supports R=1622 U=365 W=5.5" R=1315 U=200 W=4" RL=22 Design Crit: 1RC2012/TPI-2007(STD) , 0 PRO/ PLT TYP.o20 Gauge IHS,Wave FT/RT=276(0%)/4(0) 15.01.04,,, fid' OR/-/1/1/-/R/- Scale =.1875"/Ft. Truss N 4th AvesCornellof so OR59]131 11 Trusses e:rte,..'�.°ptrl"..� MINIM tTM�"p�.MAIM '�°"�� 0ES ON"INCLUDING""breINSTALLERS..n r,l la. • O` a ie87s�fiIQ ' TC LL 25.0 PSF REF R7175- 95701 the letost edition of SCSI (building Component Safety Information. by TPI.and.TCA)for safety practices Prier I rTC DL 10.0 PSF DATE 12/14/15 to Performing thews fwolloro. Installers shell Provide teapnr.ry bracing per SCSI. Unless,noted ethane... 401. tap chord shall have properly attar.ed etrwtur.l sheathing end bottom chord shell Uwe a properly.tuned rigid coling. Locations shown! permanent lateral restraint or ebbe shall,.or bracing installed per BCSI 601 . BC DL 10.0 PSF DRW CAUSR7175 1534815S, xtlons 83, 87 or e10. es applicable. Apply pietas to seen fere of truss and position As show.show and on 1.14,201,,0// -�[I F I[ ,pint Detail,.Unlees noted otherwise. Refer to dreaingw 1 _:for stealers plate position,. BC LL O.0 PSF CA ENG BFR/GWH Al I �l Alpine. a swishes of ITe Relining Gagarw.ta croup Inc. ahan not be responsible for any deviation free this OREGO h drawing, any failure to build the truss in conformwoe with AUSI/TPI 1. or for noodling, shipping. AN nwCOMMNY ,,.,teliaLon a bracing of treaaas, i 'lin.20.AOTOT.LD. 45.0 PSF SEQN- 240898 A Incl en MIR dawlM sr ewer pep.11.81ng MI.dreolnp. Irdlg0M eb8NhtMme of proM.lmal elgloM111y 8� reep.n.Ibl l lty.01.ly for ale...go moan. Th..olt.bl l ltmy.,d we of tile drawing for sry.PKd1r.I.Ohs O� • � DUN.PAC. 1.15 FROIAI DE 051 RmTna Cock reepmdleliIty..the Mullein.Designer per ANDI/TTI 1 Seery. Sanson lo•CAJSRIA for-eo information see this Jeb',spheral ate.p.,-.Id those sob c. Mmermlo emaso17 SPACING 24.0" JREF- 1VMD7175Z07 ALPINE:ooloolpireltw_eo.:TPI:ww.spinet.org: .ICA: .senindo.try.coa: ICC, wow.iocsare.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MER. (1115042--TIMBER TECH FRAMING -BURNHAM-ASH/ BLDG 1-NEST -- ASH AND BURNHAM TIGARD - B19) Top chord 2x6 DF-L SS (**) 2 plate(s) require special positioning. Refer to scaled plate Bot chord 2x4 DF-L 2400f-2.0E plot details for special positioning requirements. Webs 2x4 HF Std/Stud :W2, W10, 112 2x4 HF #2: :W4 2x4 DF-L Std/Stud: 120 mph wind, 43.08 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL-6,0 psi, wind BC M O In lieu of structural panels use purlins to brace all flat TCN 24" OC. DL=6.0 psi. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional CAC member load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor Calculated vertical deflection is 0.68" due to live load and 0.76" due for dead load is 1.50. to dead load at X = 13-1-8. 6X8= 0.5 _ 12 4X12= H0514= —3X5= 8X84X8= 4X12= _ 1-4-0 �� 1. 1 -- r 1-7-15 +41-8-0 _L 3X5(**) III 6X8= 4X12(")= H0514= 6X10 4X12RE 3X5111 L-3-10-8-›.1 14 3-11-10 3-11-10 5-4-1 5-5-13 5-5-13 5-4-1 3-11-10 4-1-6 5-2-5 5-5-13 5-5-13 5-4-1 L 7-11-4 „I_ 21-7-10 -1 Ec 29-6-14 Over 2 Supports )1 R=1620 U=364 W=5.5" R=1313 U=196 1=4" Design Crit: IRC2012/TPI-2007(STD) ,VD PROF PLT TYP. 20 Gauge HS,Wave FT/RT=2%(0%)/4(0) 15,01.' 'i _ FSI,.. OR/-/1/1/-/R/- Scale .1875"/Ft. Truss Components of Oregon (503)357-_118 *' "1NDNNO FOLLOW ALL MUTES ON THIS OPAIIIllcl (�F 'i� 825 N 411 Ave,Cornelius OR 97 13 "1P°"r""'T" AMISH MS IA1fNIp TO ALL[gIIrAAcrgAa Illecuollw TK INdrALlt30. Cr! " y9 TC LL 25.0 PSF REF R7175- 95688 _ e. True.*require...es care ie rabriceting,handling, shipping, Installing and bracing.Aofer to mien hallow 19$7$P the latest.ancien of SCSI Wilding Component Sefety Information. by T.1 ansa Mel safety practice.prier ;1 TC DL 10.0 ,PSF DATE 12/14/15 to performing these functions. Installers shell provide temporary braving Per SCSI. Mile.nates otherwise, — top chord shall have properly wt...*fractural sheathing and bettor Chord shall have a properly attacl.ed rigid ceiling. Locations show,for p.rmenent lateral reeualec of ams.hail ha.bracing i,wtal a per SCSI 4111 - BC DL 10.0 PSF •DRW CAUSR7175 15348146 ,4 �� ,„.....n. ar as.pal i.ahle. Apply plates to esti Ira. Glen a erw.n above and 1%14/2015 II Nr twtalls.,e,leaa noted atherwite, to er.w,ngs 100A.z far atend.rd plata poe,tlo.a. BC LL 0.0 PSF CA-ENG BFR/G11H Alal , a al.lalw.f rTw Ih,ilcing ce.ae..aets craw Int. snail eoc b<r.ap,aalbl.r.r soy Iaue.frw to OREGON arming, any failure to Wild the trues in conformance with ANSI/Tp1 1, er for nnndlln-g shipping. J AN ITW COMPANY leate I;stlan A brae lig or too.,„. I fir,,,20 4Y46 TOT.LD. 45.0 PSF :SEQN- 240843 A awl an t I.Wowing or savor pogo Isstla/this drool... Ingl..tw.a*agbo0 of protbool.Ml wgimorlog rs.pr.ISIIIty wlolr for the*Won whom. Tho wl/tablllty ars.a.of Oils drw1e5 fen any eta...le the T f. "— 8341 Rossano CACI! reapma10111ty.f tie binning Owl..wr pr ANSI/T►I I Sw.2. OL �� DUE.FAC. 1.15 _FROM DE 3aQmnhmq CA 95s28 For more Infonmatina,see this Job•e g.oar.l notae page rind these web bit..: RulmtalDds BM 17017 SPACING 24.0" JREF- 1VMD7175Z07 ALPINE:wwn.ahpineltw.<w: TPI:.w.tpinet.org:KG: waw,sooinantry•tw: ICC:.w.Icessfe.erg TNIS MO PREPARED FROM CCRIPUTER INPUT (LOADS a DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115042--TIMBER TECH FRAMING -BURNHAM-ASH/ BLDG 1-WEST -- ASH AND BURNHAM TIGARD - B19A) Top chord 2x6 DF-L SS 120 mph wind, 43.08 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L 2400f-2.0E anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud :W2, W4, W10, W12 2x4 HF #2: DL=6.0 psf. In lieu of structural panels use purlins to brace all flat IC # 24" OC. Wind loads and reactions based on MWFRS with additional CNC r pt design. �� Bottom chord checked for 10.00 psf non-concurrent bottom chord live load �Q applied per IRC-12 section 301.5. Deflection meets 1/360 live and L/240 total load. Creep increa e J factor for dead load is 1.50. Calculated vertical deflection is 0.68" due to live load and 0.77" due to dead load at X = 13-1-8. 6X8= 0.5 — W2 3X10= H0514= 3X5= 8X8= 4X8 4X12= 11.1 T 1-4-0 — " �•• - N1 1-7-15 O 3X7 In 6X8-1E 3X10= H0514 m 6X10= 4X12a 3X51 Lc---3.10-8---.3J 3-11-10 3-11-10 5-4-1 5-5-13 5-5-13 5-4-9 3-11-10 4-1-6 5-2-5 5-5-13 5-5-13 5-4-9 1_ 7-11-4 _I_ 21-8-2 .•J k 29-7-6 Over 2 Supports R=1622 U=365 W=5.5" R=1315 U=196 W=4" Design Crit: IRC2012/TPI-2007(STD) p PRC1FF PLT TYP. 20 Gauge HS,Wave FT/RT=2%(076)/4(0) 15.01. S OR/-/1/1/-/R/- Scale =.25"/Ft. Truss Components of Oregon (503)357-2118 ••MARSHNGI•• READIworDLLDDAu.ODIES7wThis ownlref �y [>,1N� 825 N 4fh Ave,Cnmellus OR 9/l I3 "+roRT+w►" ""'IPI THIS OMNI m ALL amwnerafs ueuoMflo WE r11arALunls. 0 F4 .y TC LL 25.0 PSF REF R7175- 95700 Truswew nusOre eetrom care in fabricating,finagling. «elpp,ng, Installing and broiling. Refer to end haricot 19675• 'y TC DL 10.0 PSF DATE 12/14/15 the halos ACM of AC (Building C opanent Safety foferoatleh, by TPI end 7 far safety practices prior to performing these functions. Installers shall provide temporary bracing per e051LS1. Unitise noted otherwise. Airdilillba _ top chard ahell hev.properly etteclod structural sheathing and bottom chord shall have a properly,hashedAPP 'Iola coiling. Leentloos Mown for permanent lateral restraint of eel Shall hsvc bracing Installed per ILSI /- % BC DL 10.0 PSF DRYI CAUSR7175 15348157 �� xrtlora 83, e7 or 010, as applicable. Apply pi,tea co seg face or truce sand woman,a MOM.arrow one an tis hint 0.ta1ls, na+lasa noted otherwise, osier to drwlrgs l.M-2 for et.nd.rd phyto pe,ItlMs. I 1C4/^2r0�15 BC LL 0.0 PSF CA-ENG BFR/GWH L� Alpine.a elvlwion of 177 Duildhng Cowponenes c'o fns.Beall not ne respanalble far P''''':::ion'rpm this OREGON wring. My railer*to build taw truss In confonmince with AUSI/TPI 1.or for handling, shipping, f1' AN iTW COMR4NY installation A bracing of trusses. '7) .,h tD.10s ./ TOT.LD. 45.0 PSF SEON- 240895 A wt.e ale dr..11lg or she a p.g.Ilee. Thee horny, lnatppe..ep.ef.i. ..r y far a y et anglno cInglet "os , T. .NSG OUR.FAC. 1 n 15 FROM DE A soot earl!him for she awl...sheen. 7A.**vel ,.ey e.ld See of This drp•117 efe.l.of onelne 1.ane TN Rosana Crsclt roeemetbhliby Thr the Dolldlq Designer p.,.Ael/1Pl 1 Se,2. s11,aA9Ad,CA 93R28 For more I *r. was tDeb's general notes page Md theee sass sltwa, _� Renewal Ode 6/30/2017 SPACING 24.0" JREF- 1 VMD7175Z07 ALPINE:sew.nlpinoltw.eo.: TN TPI: sww.onogeneral pic.erg; 7fGw : _wer.Ird ,mn vstrY•c : ICC:www.loeufe.a'g THIS 0V PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115042--TIMBER TECH FRAMING -BURNHAM-ASH/ BLDG 1-WEST -- ASH AND BURNHAM TIGARD - C1) Top chord 2x6 DF-L #2 (") 2 plate(s) require special positioning. Refer to scaled plate Bot chord 2x4 DF-L 2400f-2.0E plot details for special positioning requirements. Webs 2x4 HF Std/Stud :W2 2x4 DF-L #2: 120 mph wind, 43.52 ft mean hgt, ASCE 7-10, CLOSED bldg, Located (a) Continuous lateral restraint equally spaced on member. anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind DL=6.0 psf. Oft In lieu of structural panels use purlins to brace all flat TC 19 24" OC. Wind loads and reactions based on MWFRS with additional C&C me r Bottom chord checked for 10.00 psf non-concurrent bottom chord live design. • load applied per IRC-12 section 301.5. Right end vertical exposed to wind pressure. Deflection meets 1/180 Deflection meets L/360 live and L/240 total load. Creep increase factor criteria for flexible wall coverings. for dead load is 1.50. Calculated vertical deflection is 0.70" due to live load and 0.80" due to dead load at X = 17-2-12. 3X10 8X8(**) 5X10(R) Ill 4X8(R) 1l 8X8m 3X10 0.5 _ 1.5X411 1-4_0 C— �. • nail a 2-6II-7 -L ar Mti a -- 4i-8-0 x 3X5(**) III 8X8= 5X7(R) IN SS0514= 3X10= 6X8® W2 j I.43-10-8-1-1 3X5.-;i 3X5--- Fc X5=Ic 5-9-14 _(_ 5-9-14 T,2'�j„ 5-8-5 T l c 5-10-1 >,d 5-8-5 5-9-14 T' 5-11-10 �_8_6 5-10-1 5-10-1 5-8-5 L_ 11-7-12 _I. .,I.. 17-2-10 -J 30-10-6 Over 2 Supports R=1678 U=374 W=5.5" R=1372 U=212 W=4" RL=77/-25 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. 18 Gauge HS,Wave FT/RT=2%(0%)/4(0) 15.01.0,':' dl F OR/-/1/1/-/R/- Scale =.1875"/Ft. • Truss Components of Oregon (503)357•!118eIMP(INBI••*up mo REM AU_Netts ON nils of III61 g 1 N R25 N 4th Ave,Cornelius OR 97l 13 ..I +nr. FURNISH TM's 0801'""°ALL CUSAMAclm nano a"IR INSTALLERS. j0 1iG E O TC LL 25.0 PSF REF R7175- 95711 7 moon rep,lro exereno care In robrloeting.MMI lip. Mopping, Irot.11 log ed ix.elnp. Ref.,'to es,T.11.. 1BB76P TC DL 10.0 'PSF DATE 12/14/15 the Ieto.t edomen of peal (B"IldIng Component Safety Information, by TP1 as,woo for safety Practice.prior , to performing,leas fvctlem. Irot.flera shall provide tepor.ry M'K hop per pCpl. Unions:noted otf.rmle., r top chord shell hems progeny.,taches structure,.he.chhrp end bottom*herd shell have•properly attach:! /• rigid ling. Locations shown for pereenent lateral rebtrelnt of.eb..n.I1 hay.bracing hostel led per OM �- BC DL 10.0 PSF DRW CAUSR7175 15348168 T. action.03,87 or 210.as.pplio.bia. Apply platen to each fees or truss and position.s sheen above and o,. /�Ho] T7p.:::”..7::::::.bvoice,nets:ethareose. Borer to «Ing,:20A_Z mer.tend:::plate positho.. 1-14/2015 BC LL 0.0 PSF CA-ENG BFR/GWH ��N (� on or In sur/ei.g Ce.po...gnca Gaup Inc.,half net be. ible mar wry'ovist non free cols armoring. any failure to bugle the truss on cont.-wince with ANSvlrl 1. or for handling. ,hipping. OREGON AN RW COMPANY �n,t.Iietlon.bracing of tam,,... *...14. , a TOT.LD. 45.0 PSF SEQN- 240930 A a1.n a,l.'reels,.r Dever pada ii.aalg tpi.'r..1ha lnpu►ess...ptenee or prwr..len.l engineering 9 14.20.50 '• Rjsl Rm.0 Circle r..nn.l►al Icy solely Ter a.design Sher.,. T..l.i l Iity and nae.r tails seeming mer err,.trusisarm is v,. �OI� p N� DUR.FAC. 1.15 FROM DE r..peneibtllty er ea.Wilding Designer per 1aIrn1 I Saa•2. S.a*menlo,CA)ss2R For more in...matins see this job's,enrol ee. not page and these nab sites: ___.. MD7175Z07 ALPINE!walplhoee itw.coe: TPI:e .tp/roer t.erg.:TCA: e ..bolna,astry.too .. tte. SPACING 24 ICC:e .ir..erg Renewal Dat.6170/!017 .0" V JREF- 1 THIS DNG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR. , (1115042--TIMBER TECH FRAMING -BURNHAM-ASH/ BLDG 1-WEST -- ASH AND BURNHAM TIGARD - C2) Top chord 2x6 HF SS (ee) 1 plate(s) require special positioning. Refer to scaled plate Bot chord 2x4 DF-L 2400f-2.OE plot details for special positioning requirements. Webs 2x4 HF Std/Stud :W2 2x4 HF #2: :W4 2x4 DF-L Std/Stud: 120 mph wind, 43.52 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC 01=6.0 psf, wind BC (::0:a' (a) Continuous lateral restraint equally spaced on member. DL=6.0 psf. In lieu of structural panels use purlins to brace all flat TC s 24" OC. Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Right end vertical exposed to wind pressure. Deflection meets L/180 criteria for flexible wall coverings. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Calculated vertical deflection is 0.65" due to live load and 0.73" due to dead load at X = 20-3-8. 4X5.- 4X5.- 6X10(R) la 8X8(**)= W4 3X10.- 1._ 4X16= 0.5 _ 3X10- 0.5 __ V1 8X10= NO =—-- �__ J Y ' - (a) (a) 2- 7 1 _ 0 41-8-0 i 3X7111 8X8 4X8(R) III H0514= 4X5' 3X10@ 5X7 L--3-10-8->i 3X5R 4-9-14 4-9-14 2' 4-11-1 5-0-13 5-0-13 ' 4-2-1 4-9-14 4-11-10 2_a $ 5-0-13 5-0-13 5-0-13 4-2-1 I_ 9-7-12 _I_ -.Jr_ 19-2-10 ,J 30-10-6 Over 2 Supports R=1677 U=374 W=5.5" R=1372 U=212 W=4" RL=77/-25 Design Crit: IRC2012/TP I-2007(STD) ,EO PROS PLT TYP. 20 Gauge HS,Wave FT/RT@276(096)/4(0) 15.01.+ 'a _ '4':+ OR/-/1/1/-/R/- Scale =.1875"/Ft. Truss ComponlmtsotOregon 503 357-!118 .rl� . MAOISM THIS SAWING TO omNOT l^I M�r,E� & %.4 tF v TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 9711319575 P JQ I. REF R7175— 95713 Trusses require extreme sora In Fabrlesting,handling.Mopping. IMtal ling and braving.Serer to ed follow IC DL 10.0 PSF DATE 12/14/15 he latest edition of SCSI (Sul Idiom Coopne ont Safety Information. by lel and tt.)for ot / safety prelce.prier I , • to performing chose Functions. Installers shell provide temporary bracing per Seel. Unless„aced otherwise. �— cop chord shell have properly Mown structural.MhIng and enttw chord shell hew a properly attached rigid ceiling. Loontl,m for pennon lateral trait of webs shell hew bracing Installed per SCSI �� BC DL 10.0 PSF DRW CAUSR7175 15348170 ��N IE weapons ea. e., BIGunless w nosed hotel.. Apply R phew to mach rave.f toes...,position as.hewn wbew and m ) X14 pt,tl$ the Joint Dote., vol.I Netol ingpCm'se. Refer to dreenge'he,Shot:fpr standerdsponnibl pfote any deviation ALV BC LL 0.0 PSF CA-ENG BFR/GWH Alpine,.division of ITS Building trues n con Cretan Inc.Int. shell t w rm.pennubla for ens appintlen fru+told OREGON armairm, any failure to build the encs +n conformance with A1151/TPI 1, or for...Idling. shipping, � — AN ITW COMPANY In.talration a a-solegof trusses. q -4,,.201 ie TOT.LD. 45.0 PSF •SEQN— 240937 A wl.n eel•t wleS or tomer pogo listing the.tlrrloo, InalMw.e..pewla.eq preMdle.l.epinwrl 'WI •�ir/ _. reopwslbI I ley be hely fur the d..l ..bow. The whlttl IIty end s...f thus lr.piny tor.ey.waw.I"Ste DUR.FAC. 1.15 .FROM DE x351 Ro ani Circle hvapaslhl I Ito or the Sul Nine oa.lgn.n per ARITI I S.e.s. SxaammM.CA95525 for nomImus eend orwatlen sthis Job's goner.notes page athrone SPACING 24.0" ne wee sites: _ JREF- 1VMD7175Z07 ALPINE:www.alpirmi[w.cw:TPI:wur.tOl Me.org:RCma A: w .abclheaww ustry.a ; ICC:s .ltnrs.org THIS DING PREPARED FROM COMPUTER INPUTLOADS 8 DIMENSIONS)MENSIONS) SOHMITTED BY TRUSS MFR. (1115042--TIMBER TECH FRAMING -BURNHAM-ASH/ BLDG 1-WEST -- ASH AND BURNHAM TIGARD - C2A) Top chord 2x6 HF SS (ee) 2 plate(s) require special positioning. Refer to scaled plate Bot chord 2x4 DF-L 2400f-2.0E plot details for special positioning requirements. Webs 2x4 HF Std/Stud :W2 2x4 HF #2: :W4 2x4 DF-L Std/Stud: 120 mph wind, 43.54 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC A' (a) Continuous lateral restraint equally spaced on member. 01=6.0 psf. G In lieu of structural panels use purlins to brace all flat TC 0 24" OC. Wind loads and reactions based on MWFRS with additional C&C membe design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Right end vertical exposed to wind pressure. Deflection meets L/180 criteria for flexible wall coverings. Deflection meets L/360 live and L/240 total load. Creep Increase factor for dead load is 1.50. Calculated vertical deflection is 0.71" due to live load and 0.80" due to dead load at X = 20-3-8. 4X5 4X5 6X10(R) to W2 o.s _ 3X10RO 3X102.-- 1.5X4 Io 0.5 4X167== 8X106 Lua 1-4-0 1=====.7-- i --- JamminT-'--mor;:ww........aiii41 11:1---- ----_,--70, _.L. 8X8(**) ._. -- --._ � -- +41-8-0 1 3X5(") III 8X82-'s 4X8(R) II H05146 4X5,E 3X10Pe 5X7= L-3-10-8-J W4 3X5= I 4-9-14 0,74-1 10 - Li. 1� 5-0-13 yl� 5-0-13 �5-0-13 r 5-0-13 yir 4-11-1 9-7-12 I� -�1 19-11-10 Ec 31-7-6 Over 2 Supports '1 R=1711 U=379 W=5.5" R=1406 U=212 W=4" RL=73/-25 Design Crit: IR / PLT TYP. 20 Gauge HS,Wave T/RT 2%(0%)47(0) D) 15.01.• 3 P��F3 OR/-/1/1/-/R/- Scale =.1875"/Ft. ••WARNINCI••REPO mu mum ALL WITS ori Tnls ON�ImG1 iH Truss Components of Oregon 503)357-_t 18 da $F 0 IC LL 25.0 PSF 825 N Oh Ave,Cornelius OR 97113 '•IRIN°RT+wr�• MOM THIS OWING r°ALL °le un'nR"g THE 1"grALaER°• (J 41REF R7175- 95712 Trusses require extreme care In rebriceting,hendll . Mopping. gsa,lig and bracing. Rorer Co red follow isms• TC DL 10.0 PSF DATE 12/14/15 the letost edition of RL51 (Building Galt Safety Infarmetion, by TPI end Ru)for safety practices prior to porrerming those functions. Installers Mall provide telyor.ry bre.hg per BCSI. U,i.M nottd otherwise. top chord shall have properly attached strnetural sheathing red bottoms chard shall hove a properly attached f�•�1Cp I�104111164,n r rigid coiling. Locations shown for pea lateral rosvint or seal shell have bracing insallod per SCSI 1 /- -. BC DL 10.0 PSF DRW CAUSR7175 15348169 .A Fjo N " sections B7 or tat olelleMle. Apply phrtee to each flee of truss and re elate as Brae,tore rd M the Point 1lataila.unlessnoted eVerwla. Safer a drawings,Bgi1_:ref ete,e..rd plea peeltlms. t '14/2015 BC LL 0.0 PSF CA-ENG BFR/GWH Alpin. a dlvlslse of 171 Bulldig Cenponents Gaup Inc.shalt not be responsible ref any deviation frow this OREGON drooing. way failure to Wild the truss in conformance with ANSI/TPI 1. or for handling. shipping, AN rrW COMPANY Ilateen a bracing of trusses. 9 •fg `� TOT.LD. 45.0 PSF_ SEQN- 240934 A deal M tela creep,yr sever MP I letIeg tele...Inv, Intl...tee"mete..N preMelwl a glneerins A.20119 reepr,.lelllty solely ter sir asst.,.leen. The wltee111ty and Nee of the.treeing her any structure 1e tea �Q1.. , .%4 Dl1R.FAC. 1.15 FROM DE 11131 Parma Carleraeeshalbll My of ter 0.1111.11 4....0.1t par A161/t11 9 sae.m. Sacramento,CA'13Ri1t far more information TPI www this Pesos ower. notes pogo tired r. .0 .1aa: mmemi m.semel2017 SPACING 24.0" JREF- 1 VMD7175Z07 ALPINE:ww.al pl neltw.cem: TPI: w.tpiat.org: 'TEA:worefbc i,nAhevy.cos: ICC: wee.lccsale.ary THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115042--TIMBER TECH FRAMING -BURNHAM-ASH/ BLDG 1-WEST -- ASH AND BURNHAM TIGARD - C3) Top chord 2x6 HF SS 120 mph wind, 43.52 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L 2400f-2.0E anywhere in roof, RISK CAT II, EXP B, wind TC DL=6,0 psf, wind B Webs 2x4 HF Std/Stud :W2, W4 2x4 HF #2: DL=6.0 psf. CoContinuous lateral restraint equally spaced on member. Wind loads and reactions based on MWFRS with additional C&C $�•. design. In lieu of structural panels use purlins to brace all flat TC a 24" OC. Right end vertical exposed to wind pressure. Deflection meets L/180 Bottom chord checked for 10.00 psf non-concurrent bottom chord live criteria for flexible wall coverings. load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase Calculated vertical deflection is 0.66" due to live load and 0.75" due factor for dead load Is 1.50. to dead load at X = 18-9-8. 3X10= 6X8 6X10(R) ill 4X5- 4X5 °'S — 3X10— 1.5X411 0.5 3X10= 8X10= T 1-4-0 _ �� --BM �- - mm -'_ _ 4_41-8-0 I. 3X7 al 6X8 W4 3X10 3X5 SS0514= 3X10= 5X7= W2 L3-10-8-. .1 4X5= 4X511= 1' 3-9-14 3-11-10 5-6-13 5-6-13 '1 5-6-13 a�. 4-8-1 }1 i_ 7-7-12 _I— _L. 21-2-10 -I 1e 30-10-6 Over 2 Supports R=1678 U=374 W=5.5" R=1372 U=206 W=4" RL=72/-25 Design Crit: IRC2012/TP1-2007(STD) , - -• PLT TYP. 18 Gauge HS,Wave FT/RT=276(014)/4(0) 15.01.0.,':` 4 F. OR/-/1/1/-/R/- Scale =.1875"/Ft. s� (.•G ••tNAR1111161••REIO MO FOLIOS ALL ROTES al 1111$IMIACi �y SNF -O IC LL 25.0 PSF Truss Components of Oregon 55031357-_I IR **Man re MOON MIs MOM 19/IL MMISAe16Rs IIMAIDINS TIE usrA uln. � REF R7175— 95715 825 N 4th Ave,Cornelius O 97113 Trusses reamire extreme core In rserl4tl handling. whipping. motel l I rind bract Refer to end fel low " and 1°s'BP TC DL 10.0 PSF DATE 12/14/15 the...cast edition of.CSI (Building Component Ser Inlormption,by TPI pe'MCA) ler*o,.,. prettioer prior n to parferwing these Mations. Installers shall provide temporary bracing per SCSI. Unless noted°therein.. I �1 ,4011164,, top chord shell have properly attached structural sheathig MMI bottom Chord shall neve a preperlY Annan rigid ceiling. Locations sawn for permanent lateral rntrebK of webs shell nava bracing Installed per SCSI .- BC DL 10.0 PSF DRW CAUSR7175 15348172 _ sections 63. 67 or 610. •s eppl ICW *bow Ie. Apply piste.to each fete or truss and pesltion as eh*aboend on A J r1 N E the Joint Details, unless noted otherwise. Refer to anginas 1604-2 for standard plate positions. 1-'14/2015 Alpine, a division of 111 Wlldivg Gmemnents Group Inc. shell net Pe responsible for any dnviatlen from tn., OREGON BC LL 0.0 PSF CA-ENG BFR/GWH *rasing. any failure to Wild the trust, In conformance with ANSI/Tel 1. or for hMdling. shipping. AN n-wCOMItnIJT Installation A bracing of true..a. ^ .4 TOT.LD. 45.0 PSF SEQN— 240951 A anal en LII.dr..1e er awn Ingo 11651,0 tan Owing. lantana*a anatantt*1 pr.fwalen.l.,01n.w1,0 ar' G es .sIb11Ib*only for 0.5 4lgn M.o... The mult.bl l lty and,..e or M.raring.et Mn,wtr.eterp la w '9�O`.D'ion Nv OUR.FAC. 1.15 FROM DE 8351 Rm'2na Circle r•ynatbl11q of Loa.NilA1,0 b*oIg.ar pwr A161/IPI 1 I*o.R, Sacrymr4o.CA 85828 • For more Information see wols Job's general note,page and these wee sites: SPACING 24.0" JREF- 1V11D7175Z07 ALPINE:pea. Ipio.ltw_cy:WI: .tpinst.nrg.1154: w.oeemn0Wtry.eaa: ICC: .icct.fe.erg RemmWD sm30$2011 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115042--TIMBER TECH FRAMING -BURNHAM-ASH/ BLDG 1-WEST -- ASH AND BURNHAM TIGARD - C3A) Top chord 2x6 HF SS 120 mph wind, 43.54 ft mean hgt, ASCE 7-10, CLOSED bldg. Located Bot chord 2x4 DF-L 2400f-2.0E anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud :W2, W4 2x4 HF #2: DL=6.0 psf. • (a) Continuous lateral restraint equally spaced on member. Wind loads and reactions based on MNFRS with additional C&C member (2;1 ik design. In lieu of structural panels use purlins to brace all flat TC w 24" DC. Right end vertical exposed to wind pressure. Deflection meets 1../180 Bottom chord checked for 10.00 psf non-concurrent bottom chord live criteria for flexible wall coverings. load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase Calculated vertical deflection is 0.72" due to live load and 0.82" due factor for dead load is 1.50, to dead load at X = 18-9-8. 4X5= 6X8— 6X10(R) III 3X10= 0.5 ._ 3X10= 1.5X4111 0.s 3X10= 8X10= 4X5= u al =,.- e I + _��-++��.->,c (a) 2-6`-13 w41-8-0 .L 3X7 N1 1 6X8= W4 3X10= 3X5= SS0514= 3X10= 6X8@ W2 Lr-3-10-8 ,-J 4X5= 4X5= f 3-9-14 3-11 10 5-6-13 5-6-13 arI4 5-6-13 aI 5-5-1 I- 7-7-12 _I2 -I_ 21-11-10 _s 31-7-6 Over 2 Supports a] R=1711 U=379 W=5.5" R=1406 13=212 W=411 RL=74/-25 Design Crit: IRC2012/TPI-2007(STD) ' D PROFFs PLT TYP. 18 Gauge HS,Wave FT/RT=296(096)/4(0) 15.01.!/..11 ' •y,Te, to. OR/-/1/1/-/R/- Scale =.187511/Ft. Truss Com Components on 503 357-:11R ••WARNINsea•OEM NO FOLLOW Au.Rarer a Tp1l pll11llfil0 • REF R7175— 95714 pots ( ••lsartAm• pOA/l1l11 TRu/1Y/1A11 To ALL u1r11oAcr.a 111CLUDIR.TM 1WlfALlipl. 4 y� TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 19576 P Trusses require aatrews core in fabricating.handling. shipping. Installing sod Priming.peter to and tel the latest edition of SCSI (Building Component Safety Inrerla.tlg,,by TPI and.TCA) for safety practices prlar /• TC DL 10.0 PSF DATE 12/14/15 to performing thoiie function. Instal ler.shell provide temporary bracing per SCSI. Melbas noted otherwise, oddlihk top chard shell hove properly attached structural eneetlllhg and bottom chord shell have s properly attached �_ BC DL 10.0 PSF DRW CAUSR7175 1.348171 — rigid ceiling. Locations shown for permanent 1 I restraint of web*shall have bracing installed per SCSI /� A LIN .colas w S7 or 510,ea applicable. Apply plates to each face or truss and position as shown above and on 1 14/2015 111'.f`��--�j the Joint Details,unless noted otherwise. Refer to drealogs LSM-Z for stendard plate pasivans. OREGON BC LL 0.0 PSF CA-ENG BFR/GWH Alpine, a division of Illi Wilding Coepolrnnonot Mibn ts Group Inc. sll t be reape /o Tor shy deviace fro.tele d,ewlog, anyfailure to build Lie truss in conformance with ARSI/TP1 1, or for noodling, shipping. AN ITW COMPANY ...a..iss a leA brch,of truss._. Armoring. 1 t�/n.son 10ft.^` -. TOT.LD. 45.0 PSF SEQN- 240940 AAmol On reepens b1111ty le solelyl,ter the a..lg.ni Of Dewar llealrip Ulla a1 ,. the su14C11ltg aM me of *rowing rraan and structure Is the Ops 8351 Rovann Circle reap.n.lbllity.f the&Oldie.o«p Ia.per Apll/7P1 1 lay.:, OUR.FAC, 1.15 FROM DE Sacramento.CA n5828 for more infa..wtlon see chi.Jab.•goner.)nates page and chase web alto,: R.r1.ln11 CMt.61302017 SPACING 24.0" JREF- 1VMD7175Z07 ALPINE;mew elpineste_oomr TP1:wwMww .tpi,st.orp:W5CA:w.a.abo1uatry_com; ICC:w .laossfe.org THIS DIG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. • (1115042--TIMBER TECH FRAMING -BURNHAM-ASH/ BLDG 1-WEST -- ASH AND BURNHAM TIGARD - C4) Top chord 2x6 DF-L SS (") 1 plate(s) require special positioning. Refer to scaled plate Bot chord 2x4 DF-L 2400f-2.0E plot details for special positioning requirements. Webs 2x4 HF Std/Stud :W2 2x4 DF-L #2: 120 mph wind, 43.52 ft mean hgt, ASCE 7-10, CLOSED bldg, Located (a) Continuous lateral restraint equally spaced on member, anywhere In roof, RISK CAT 11, EXP B. wind TC DL=6.0 psf, wind DL=6.0 psf. In lieu of structural panels use purlins to brace all flat TCB 24" OC. Wind loads and reactions based on MFRS with additional C&C member Bottom chord checked for 10.00 psf non-concurrent bottom chord live design.' load applied per IRC-12 section 301.5. Right end vertical exposed to wind pressure. Deflection meets L/180 Deflection meets L/360 live and L/240 total load. Creep Increase factor criteria for flexible wall coverings. for dead load is 1.50. Calculated vertical deflection is 0.67" due to live load and 0.77" due to dead load at X = 17-3-8. • • 3X5= 4X5= • 4X8(R) III 8X8(**)= 0.5 _ 3X10= 3X10= 1.5X411 0.5 6X10= 4. B �-- (a) �( 2-6-7 +41-8-0 I. 3X711W2 8X8= 4X5= SS0514 3X10= 6X8= Le-3-10-8->J 4X8= 3X5= F. 55-9-8 6-0-13 6-0-13 6-0-13 5-2-1 l_ 5-7-12 . 1_ _L 23-2-10 .l 30-10-6 Over 2 Supports >1 R=1677 U=374 W=5.5" R=1372 U=207 W=4" RL=74/-25 Design Crit: IRC2012/TPI-2007(STD) ,to PRop . PLT TYP. '18 Gauge HS,Wave FT/RT=2%(0%)/4(0) 15.01.+ •i - '%, OR/-/1/1/-/R/- Scale =.1875"/Ft. Truss Components of Oregon (503)357-2118 "NAMMIINCI••NEM NO/alto Au_Fens au mos OWNING! t113 t� Z7 R25 N 4th Ave,ComeLUs OR 97113 "I "1A°11°"TMls o11FeIw 7o Au aoRnaeras traumas RE IsrAuna. C9 41 Z IC LL 25.0 PSF REF R7175- 95717 Tresses.rewire extra..arc In fabricating. hen/fling.whipping. lnat.11ing and bracing. gofer to and follow 191176 to lateet edition of eCS1 (aulading Component Safety Information.by tel and MCA) for safety.practice.prix ' TC DL 1 0.0 PSF to pchheta Ing ter raroplrty. Install stn churl provide ng and by gracing parp.SCSI. a Unless noted otherwise. ehed �1 DATE 12/14/15 tip dere wh.11 Locations grossly.tt.enpe structure' e1mM mor ant boof tomamt chordshal chyll brae.properly acter IIC BC DL 10.0 PSF DRW CAUSR7175 15348174 rigid oiling. Licntfwn.beton for permanent 1 1 /wh eM11 hove bracing Installed per KSI ig. �- _ a�� section.DI. 17 or tic. .t applicable. Apply p1.t.e to mach,naee or Si,...and petition as.bows Novo me on 1 14/201 5 �M!/�iM .moi the mint p.t.Ila. y,laae nota.eter.l.a. m.fnr-7-..-..,7).-%:7.--.:::::::- 7-..-..7"gA_Z fir.t.neare girt-pa-htiw,.. BC LL 0.0 PSF CA-ENG BFR/GWH { Alpama. ..,ala,in oT I7A a.ilelnq apenar,a 6rimp Iryw-t not be reapammlbla ren airy eavl.tlon acro.tbie OREGON orwbg. wry fel Imre to Wile Ne trona in senrennnce with ANSI/TPI 1, or for handling. .nipping. AN rrwCONIMNY Instnlladen t bracing ar lanaees. •y .mien zpl,yP TOT.LD. 45.0 PSF SEQN- 240949 A.Fel an pal.Irwin,or moor page ItstIng pale hawing. bal.stw ommon.n...f pr?e..lan.I.gln.srl,q ,esp.n.lwbt I ley.ably wM she.wlpn shawl. The wmleee,l ley.he w.r twee drew/leg for any at+twwlre 1.Cllr 8351 Row Cede ...pwlblllto.f the llriq Dos 1peer per Nelrnl 1$ee.Z. 0�M • DUR.FAC. 1.15 FROM DE ------ SaotehONA,CAii5R2R for more hnfoneation sae this lob•s general notes page and these web sites: Relnwhd Dd' 'EGZH7 SPACING 24.0" JREF- 1 VMD7175Z07 ALPINE:sww ..lpineite.com: TPI:a .tpint.org: Rw CA:w .sbaane"etry.co.; ICC: mew,aceeafe.org I THIS DUG PREPARED FROM COMPUTER INPUT (LOADS if DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115042--TIMBER TECH FRAMING -BURNHAM-ASH/ BLDG 1-WEST -- ASH AND BURNHAM TIGARD - C4A) Top chord 2x6 DF-L SS (#e) 1 plate(s) require special positioning. Refer to scaled plate Sot chord 2x4 DF-L 2400f-2.OE plot details for special positioning requirements. Webs 2x4 HF Std/Stud :W2 2x4 DF-L #2: 120 mph wind, 43.54 ft mean hgt, ASCE 7-10, CLOSED bldg, Located (a) Continuous lateral restraint equally spaced on member, anywhere in roof, RISK CAT II, EXP 8, wind TC DL=6.0 psf, wind B r DL=6.0 psf. In lieu of structural panels use purlins to brace all flat TC to 24" OC. Wind loads and reactions based on MWFRS with additional C&C me r Bottom chord checked for 10.00 psf non-concurrent bottom chord live design. load applied per IRC-12 section 301.5. Right end vertical exposed to wind pressure. Deflection meets 1/180 Deflection meets L/360 live and 1/240 total load. Creep increase factor criteria for flexible wall coverings. for dead load is 1.50. Calculated vertical deflection is 0.73" due to live load and 0.83" due to dead load at X = 17-3-8. 4X5= 6X8(R) li 8X8("). - 3X10= 0.s 3X12 1.5X4 III 0.5 _ 6X10= 3X5 — ___. 1-4-0 -- �_� (a) (a) 2-6-13 _ __ • I +41-8-0 3X7 Iii 8X8 4X5E SS0514= 3X10- 6X8= LE-3-10-8-)-.1 W2 4X8= 3X5= 1 579-8 6-0-13 m 6-0-13 6-0-13 'c }6-0-13 5-11-1 F I_ 5-7-12 _I_ _I, 23-11-10 _I Fc 31-7-6 Over 2 Supports >I R=1711 U=379 W=5.5" R=1406 U=212 W=4" RL=75/-25 Design Crit: IRC2012/TPI-2007(STD) ,EO PROF PLT TYP. 18 Gauge HS,Wave FT/RT=296(0%)/4(0) 15.01.►] + `SS OR/-/1/1/-/R/- Scale =,1875"/Ft. ti ••wARMINaI••MVO No FOLLA All NOTES a 11113 OlWldsl ,p 9 REF R7175- 95716 Truss Components of Oregon 503 357-.118 N F 825 N 4 •eldPOTANT.. FURNISH MIS A1lwINs>o ALL eaR/.Aergad INCLUSION nc INSTALLERS. C? ht Ave,Cornelius O 97 13 '� TC LL 25.0 PSF Trusses regvlre extreme care In f.brio,tleg,handling, Nipping, installing and bracing. Refer to end follow 19676 P _� the tete.[edltlen of bebl (building Component Safety Infos-.tlon.by TPI and RICA)for safety pr.neie..Prier ' ,i TC DL 10.0 PSF DATE 12/14/15 to performing these functions. Installers stall provide teoporery bracing per SCSI. Unless noted otherwise. _` adilblig rap chord logshall Loca properly attached strut eftrel resrygtraint and SC no chord San Ion..properly attached 4-. '' BC DL 10.0 PSF DR* I,AUSR7175 15348173 rigid clomp. name slams for Mreano„C lateral rastrslnd of Mees.Mil have have 1e.g open o per ed �t e _ �� sections 53. 87 er 0111.as applicable. Apply plates to each fee.of cruse end position es shown above end en 1-14/201 5 — I1 7th.blot taila. nheIT.at.d.ther.:m•. Refer to:„...,....70.t:.:st,ndere:tate:Sett.: OREGON v BC LL 0.0 PSF CA–ENG BFR/GWH 1 Ala ins. .dlelelon or Ir.bulldlrg Ce,.gront.Gray x. .aL .epoonlble ler s^Y deelwtlw,from MIs droning, any,01 NM to Wild the truss In c.eforeence with ANSI/TPI I.or for handling. Nipping, AN mvCOMPANY instal lett••a aeon.•or trusses. 9 `lin.so,iso` 'r TOT.LD. 45.0 PSF SEQN– 240946 A earl w VW**wing er swer pad.peeled this drawing. lullaaa..eeepsanee of prerdwlenal endleealnd R0 ��C• r.epenalbl lrty solely tar eh.owls.shown. 7M win Ahlity end sea of Mia*wind for strums.*Id.M. — R351 Rotena Ckck repleteli d I My.r Hon building ldleg:..leas par MITI TI 1 sees. DUR.FAC. 1.15 —FROM DE Sacramento,CAMA For more information see this fob.ft e.eer.l hetes page.,.d those wee bits: R*NweIDotsP430)2017 SPACING 24.0" JREF- 1VMD7175207 ALPINE:wwaw, .olpinelew.oe : TP1:w. .tpinnt.org:RfcA: ee..seninq.stry.eos: ICC:www.leecor..ore THIS DIG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115042--TIMBER TECH FRAMING -BURNHAM-ASH/ BLDG 1-WEST -- ASH AND BURNHAM TIGARD - C5) Top chord 2x6 HF SS 120 mph wind, 43.50 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 OF-L 2400f-2.OE :B2 2x4 HF SS: anywhere In roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud :W2 2x4 HF #2: DL.6.0 psf. :W4 2x4 DF-L Std/Stud: Wind loads and reactions based on MNFRS with additional C&C memb (a) Continuous lateral restraint equally spaced on member, design. In lieu of structural panels use purlins to brace all flat TC to 24" OC. Right end vertical exposed to wind pressure. Deflection meets 1/18 criteria for flexible wall coverings. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and 1/240 total load. Creep increase factor for dead load is 1.50. Calculated vertical deflection is 0.69" due to live load and 0.79" due to dead load at X = 15-4-6. 1.5X414 6X10(R) In 4X12�W2 3X10 0.5 _ 3X10 6X8 0.5 6X12= 3X5= 5X5T u a --410%,,,,,.....4.2....._a 1-4-0 r- _ � _ 2-5-15 __ . �I� a = T.. B2 : 41-8-0 1 3X711 6X8= W4 4X8(R) III 3X5EE 3X10= 4X12 • L-3-10-8-..1 4X89 SS05144X5(R) III 3-7-12 2' 5-11-14 6-1-10 6-1-10 5-11-14 11"10 3-9-8 1Y8_6 6-1-10 6-1-10 6-1-10 6-1-10 0-.11,0 1_3-7-12_1_ _I, 24-3-0 _I-1 lc 30-10-6 Over 2 Supports 3] • R=1677 U=374 W=5.5" R=1372 U=206 W=4" RL=73/-24 • Design Crit: IRC2012/TPI-2007(STD) PLT TYP. 18 Gau.e HS,Wave FT/RT=2% 0% /4(0 15.01.E OR/-/1/1/-/R/- Scale =.1875"/Ft. 'wARNINDI••RE/0 we num ALL NOTES on MIS 9161.1.6147REF 87175- 95719 Truss Components of Oregon (5031357- 118 N `/ 825 N 4th Ave,Cornelius OR 97113 "I "w•• f'""�rsN TMu°II VIII°r°"u °onacl°as Illn"°u°"c s lsYatEas. �4 e4. 0 TC LL 25.0 PSF Tree...require extreme car. In fabricating.t.ndiing.snipping. $nstell,no and bracing. torer to and relies 19575- TC DL 10.0 PSF DATE 12/14/15 Me,.telt edition of SCSI (Building Component Safety Information. by Tel and'/1CA)for safety praveloos prier F r n to perforating Mese functions. Installers shall arealee'temporary bracing per Se91. Unlees noted efi,. l... ', — top.lord.MI I MVO properly attached structural at ethi g and bottom mord shell hew a properly attached Igld oeigp. o.510.ns sawn for ppr.d,ply lateral retrains or.717.Mn have treeing Installed per SCS /- BC DL 10.0 PSF DRW CAUSR7175 15348176 ,UO ' .acc.o.p 119, ny ar 11eo. ..awnwble. Apply plat..to.aur raw or true and pe.luw w.Min above and pn - I tM Je,M oetwna. »a,.ted atom iac. Aereor to drw,nps tsgA-:ref.t.l,d.rd phase positlpe. 1=14/2015 BC LL 0.0 PSF, CA-ENG BFR/GWH Alpin., a dl failure of IA Sulthe ties i conformance Im.hell,ot M.aspen.,Ne ref , shipping. frac Mia drawing, sly rwilura ce auulln the Mus. +n ewfo,me.e..lcn ANSI/Tal 1, or Ter aeellfq, faippl,q. n. OREGON AN rrWCOMPANY Instal lotion a br.eing of trusses. TOT.LD. 45.0 PSF !.SEAN- 240960 Noel en th19 11.9.1.5.cover p.P 1lseing.19 w 919re11. I.dibaw..ongnen.sf PreM.l.n.I A W.11. — rsepeelblISty oe1.1y for V..Bac15..e1sr. M. ultab111ty and eco M tlrle anon M Ire Is r 79' 20.�, �j_f reeds elblllty.f the SW Idling..algrer per ANSI/71 1 sw.2. .n�.mee11re le�' O T .N OUR.FAC. 1.15 ;FROM DE 051 Rmau Circle 1 SgQomeldo,CA 951128 For more Information W , this p.not o isgINCA notes Page and these ems e.. g M1.NweioSaemoaol7 SPACING 24.0" JREF- 1VMD7175Z07 ALPINE:eew.wl►,rplc..cwr TPI: .e..tpinst.erg: SPCA: comate lnau..try.ew: ICC:ew.Itrsare.or THIS OR.G PREPARED FROM CEMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS WR. (1115042--TIMBER TECH FRAMING -BURNHAM-ASH/ BLDG 1-WEST -- ASH AND BURNHAM TIGARD - C5A) Top chord 2x6 DF-L SS 120 mph wind, 43.54 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L 2400f-2.OE anywhere in roof, RISK CAT II, EXP B, wind TC 01=6.0 psf, wind BC Webs 2x4 HF Std/Stud :W2, W4, W12 2x4 HF #2: DL=6.0 psi. (a) Continuous lateral restraint equally spaced on member. Wind loads and reactions based on MWFRS with additional C&IC r p C design. In lieu of structural panels use purlins to brace all fiat TC a 24" OC. Right end vertical exposed to wind pressure. Deflection meets L 80 Bottom chord checked for 10.00 psf non-concurrent bottom chord live criteria for flexible wall coverings. load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase Calculated vertical deflection is 0.70" due to live load and 0.80" due factor for dead load is 1.50. to dead load at X = 15-9-8. 5X10(R) Ill 3X10= — o.s _4X12$ 6X10 3X5m 4X5m 0.5 3X12m- 1.5X4 III Mi a T 1-4-0 — ��11;~ _ R �~ (a) W12 (a) 2-6-13 01-$-0 3X7 NI 6X8RO 4 5X7(R) II 3X5RO 3X10 6X8. - �3-10-8, W2 4X8m SS0514m 3-7-12 2' 6-5-1 6-6-13 6-6-13 6-5-1 3-9-8 1_8_6 6-6-13 6-6-13 6-6-13 6-5-1 1_3-7-12j_ Si.,. 25-11-10 J IC 31-7-6 Over 2 Supports -] R=1711 U=379 W=5.5" R=1406 U=212 W=4" RL=77/-25 Design Crit: IRC2012/TPI-2007(STD) EI)PROplb PLT TYP. 18 Gauge HS,Wave FT/RT=276(096)/4(0) 15.01.'% " fi _ 'Qit, OR/-/1/1/-/R/- Scale =.1875"/Ft. Truss Components 503 357-;l1R ••MAN MING1••Mahe mo roam ALL POWS ON 11415 ORArllc} C1 pc� ••IwTANT•• PUNI7h TRIP ORAMINO To ALL CON NACInIe INCLIMli TIE INSULLae, d Z TC LL 25.0 PSF R25 N 401 Ave,Cornelius O 97113 yy Trusses require extrema tare In fabricating, noodling. shipping. Installing and brocn,,.Refer to and follow 19575• REF�LR7175- 95718 the latent edition of IIC51 (Building Comhanoot Safety Information. by 101 and MICA) for safety practices prior ' �' TC DL 10.0 PSF DATE 12/14/15 to performing these functions. hoteliers shell prod**temporary bracing par PCSI. Uileaa noted otherwise. - — adigihk, toprig chord..Well have properly n rot structural sheathing anbeater chord shell have a properly atter SC 40111 BC DL 10.0 PSF DRW CAUSR7175 15348175 rigid ceiling. Locations sheen rer p.rwnen.t Iaterel restraint eI webs WI I Ave brelrg I,.atolled per SCSI 1,.14/2015 All �� T. sections Plc B,"r +s applicable. Apply piece,.deer.fate of trues po•itlM as amen above see o '-- 11• � •—.°:::::. nc Peu11e,v,lexa rwcae etl.awi w. Rarer ce erMlo.p!1PCA:We're i for etNderd pl+c+poalclMe. I� Alplre,a.Llai..of iTf M,ildlrg Coepen...t,Grew Ind. shell rot be r«pensible fer,any let: Ora.,thre OREGON BC LL 0.0 PSF CA-ENG BFR/GWH drawing, any failure to build the truss In conformance el.ANSI/TP — AN RTW COMOa4NY instal lotion A biasing of trump... I 1.or for handling.,hlppl•g. a71 `n.20,1e a�j_r' TOT.LD. 45.0 PSF SEQN- 240954 A awl on this drool.,or o ver peg.,,sting this groping. Indl..b..e.o.pt..e..e pfdgwlen.l gs lasing L. B I ••`� re...meibl l lty..lily for toe de.lgn when. life edl abl I 11 n.g w ef Ale draeing for any sneyogi..1.ted 8331 Roma Luck reapen.eibi I Ity of the Vol Idle,Cosigner pee ARSI^al 1 Bw.II. OUR.FAC. 1.15 FROM DE Seamed..CA)3$2R For-ere information*ea n,.Jab•,.genarel notes Peg.end the..deb.e... . Rommel DMg W8012011 SPACING 24.0" JREF- 1V>VID7175Z07 ALPINE: lpin.ite.eoe: TP ... I: etpinswns t.erg:RCA: e.aei,diory..oe: ICG.wad.1 ceaefe.cry THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115042--TIMBER TECH FRAMING -BURNHAM-ASH/ BLDG 1-WEST -- ASH AND BURNHAM TIGARD - C6) Top chord 2x6 HF SS 120 mph wind, 43.46 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L 2400f-2.0E :B2 2x4 HF SS: anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud :W4, W6 2x4 HF #2: DL=6.0 psf. ((� SPECIAL LOADS Right end vertical exposed to wind pressure. Deflection meets L/180 C(6 (LUMBER DUR.FAC.=1.15 / PLATE DUR.FAC.=1.15) criteria for flexible wall coverings. TC - From 70 PLF at 0.00 to 70 PLF at 34.74 BC - From 20 PLF at 3.88 to 20 PLF at 34.74 (a) Continuous lateral restraint equally spaced on member. BC - -1648 LB Conc. Load at 5.48 In lieu of structural panels use purlins to brace all flat TC w 24" Wind loads and reactions based on MWFRS with additional C&C member OC. design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Calculated vertical deflection is 0.60" due to live load and 0.80" due load applied per IRC-12 section 301.5. to dead load at X = 19-6-0. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 8X10= 8X10(R) III 5X5E 4X5 0.5 __ 6X8:÷:6X8= 1.5X41A 0.5 4X8= 3X5= — -i- mammon mipmEMMEMMOMML_---- 1- (a) (a) 141101 2-4-15 "�1 M = 62 M, +41-8-0 I_ 3X7 ill W4 4X12@ 6X8r= 3X5E SS0514= 3X10bo 5X5= 3X10 -3-10-8- 4X5 ...- 1-7-12 1.4_,J,... ..4, 22' _4, 5-11-14 6-1-10biw 6-1-10 5-11-14 X11-10j 1-9-B111_8_a� 6-1-10 m 6-1-10 6-1-10 6-1-10 -F2-9-10 I �2-11-10� 1-7-12-0-0_ l_ 24-3-0 Fc 30-10-6 Over 2 Supports ''I R=1528 U=372 W=5.5" RL=70/-23 R=1286 U=208 W=4" Design Crit: IRC2012/TPI-2007(STD) , P- •p PIT TYP. 18 Gau.e HS,Wave FT/RT=2%(0%)/4 0 15.01.',,b.: FS. , OR/-/1/-/-/R/- Scale =.1875"/Ft. Truss Components of Oregon (503)357-2118 aae,Ap111Net••Ileo MO mum All NOUS ON T1113 o,ggTllKl D 5- 95720 825 N 4th Ave.Coned=OR 97113 "'r 0k7 suengx MIA glganllg To"u eglTrlll cTOIK 11SLUTlTIN INA INSTALUPS. tl v FF� Oy TC LL 25.0 PSF REF R717 Trues,.require•etreme ere in rebrle.ting,handling.shipping. installing end bracing. Refer to and fellow 19.75• ^� t,..,.tent.d,tlen of SCSI tT0.le„g c epe,..mt safety Information, by TPI one wren)fee...wee preetle.b pr..r �r TC DL 10.0 PSF DATE 12/14/15 va o perforwing those functions. Inched structural shall provide temporary bracing per SCSI. Unless noted attachedo, /I u top,here shell have properly attached structural eholltnng 4101 bottom chard shell have a properly attached ' rlgld ceiling Locations shown for perwenent lateral reetreint of mob.shall have bracing Installed per SCSI . BC DL 10.0 PSF DRW CAUSR7175 15348318 .4 �� I sections N, g7 or Il10.as aeplleader. Apply platas to each fete or truss dna position a.sheen.bow end o 1 p '�; the germ,get.11,, noted the.;,.. Refer to drawings,ggl_Z for ate.e.ra plate positions. t 1412015 BC LL 0.0 PSF CA-ENG BFR/GWH I .Ip,.+. a e,.leien of ITR building eemp,.... at.Group Inc. shell be raapanelble for any deviation non bile droning.. a•y failure.to bulla the trinconfer-minceconfeconfer-mince with ANSI r, ,, fforhan.dling. shipping, OREGON TOT.LD. 45.0 PSF AN ITW COMPANY installation a rwe hog of crus.... Ned ng or Dever peg* Ni31 Roam Circle fwae.,a11111Sy w ety far If.Am...Irll.e`e. 31,1s suit l 13y end ewe.reee�'�r Is"ar.°.ia�4:—.1.—.1,72... :tau. lath. INV. Y0'r DUR.FAC. 1.15 FROM DE 243633 ,eepenele1113y.f the yl Idles Designer per M41/TRI 1 See.Z. Sausllego.CASSP1S For more lnfnre.t,en nee his Jos genera,notes pogo find Chase web sites. 24.0" JREF- 1VMD7175Z07 ALPINE: ewe. Ipinehtw.00m: TPI:ee.. job's wruwac :w .slndustry.00m; ICC: r .icesefe. g RewwW0dee402017 SPACING THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115042--TIMBER TECH FRAMING -BURNHAM-ASH/ BLDG 1-WEST -- ASH AND BURNHAM TIGARD - C6A) Top chord 2x6 HF SS 120 mph wind, 43.54 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L 2400f-2.0E anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC ' Webs 2x4 HF Std/Stud :W4, W6 2x4 HF #2: DL-6.0 psf. (ja Pk SPECIAL LOADS Right end vertical exposed to wind pressure. Deflection meets L/180 (LUMBER DUR.FAC.=1.15 / PLATE DUR.FAC.=1.15) criteria for flexible wall coverings. TC - From 70 PLF at 0.00 to 70 PLF at 35.49 BC - From 20 PLF at 3.88 to 20 PLF at 35.49 (a) Continuous lateral restraint equally spaced on member. BC - -1648 LB Conc. Load at 5.48 In lieu of structural panels use purlins to brace all flat IC f 24" Wind loads and reactions based on MWFRS with additional C&C member OC. design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. Creep increase factor load applied per IRC-12 section 301.5. for dead load is 1.50. Calculated vertical deflection is 0.62" due to live load and 0.83" due to dead load at X = 18-6-6. 3X1 OE 8X10= 3X5 8X10(R) Ii5X5ts 0.5 _ 3X10 3X5M o.s _ 4X8 3X5 + �! n ' 2-6-13 1 �r +-cam Mlaw.w��___�--+� gal.— - _ M4 — 41-8-0 3X7 M 4X12 W6 6X82m 4X5= SSO514= 3X10 5X7- -3-10-8� 4X8= 3X5 1-7-122' 5-6-1 5-7-13 5-7-13 5-7-13 5-6-1 • 9-8 5-7-13 5-7-13 5-7-13 5-7-13 5-6-1 L7-,=B=71) .L 27-11-10 `f Ec 31-7-6 Over 2 Supports R=1558 U=379 W=5.5" R=1322 U=214 W=4" RL=78/-25 Design Crit: IRC2012/TPI-2007(STD) -EQ PROFF PLT TYP. 18 Gauge HS,Wave FT/RT=296(076)/4(0) 15.01.0, . . `1f ssi OR/-/1/-/-/R/- Scale =.1875"/Ft. "RANNINGI a HEM No FOLDS AU.MOTES m1 mis mum' Truss Components of Oregon 503 357-:118 (� N ••1MPQTMr'• MOM This tll4rllq to Ala aaMlMlcrms 1MrxnDlMg 11t 1116TALliRS. 19578 /Q Z TC LL 25.0 PSF Ru N 4th Ave,Cornelius O 97113 9 REF R7175- 95721 Trusses require extreme ore In fief lC.c,ny, 11a,tl11�.y shipping. Ifwtal llig cies bracing. Rarer to and follow , the latest edition of Ball (Building Component Safety Information,by TPI and ITCH) for safety practices prier /. TC DL 10.0 PSF DATE 12/14/15 to performing these functions. I,mt.l lore shell ptstISe temporary bracing per ACM. Unless netts otherwise, 41164, top chord shell haw properly attached Etna:mm..1 eheethany and bottom Nerd shell have•Properly attached rigid oat ling. Locations•hm.far permanent lateral restraint of eel.War/have bracing Inatellod per IIC51 BC DL 10.0 PSF DRW CAUSR7175 15348319 All '�El N V sections In. . or 010.nlas ted othle. Apply Places to each in.of trimsfor ambition as shown above end an 1.'14/2015 /t A O lel rt gdivisi amass Buil o[g Compo Rehr to drawings lanot ref spMMera Pfor ny.itlene. OREGON J BC LL 0.0 PSF CA-ENG BFR/GWH Alpena. a y fella.of ITA Building truss I con ormn Ins. shall not M responsible for any d.vl.tien from this drawing. any fella.*to dilly HIe irusf an conformnnee'with ANSI/TPI 1, or for rwndllnp, shipping. AN ITW COMPANY instal latter A bracing of trp,ees. •V �,20,OW'N�.+ TOT.LD. 45.0 PSF SEAN– 243636 A.r1 w this drawing,.r moor pap 11.51..this drwl... I.dlaap..senpIlan..N pr.ArienUi on5llm.rl.. 'TOL roe.efrlbl l toy wNly far the doolgn Yuma, 7ha oulbglllty end baa of thro dr.ateg for any strieewnm Is the OUR.FAC. 1 15 —FROM DE R$SI Romana Cods roapswlsl llty of cm NI Wino Dooloror psf NISI/VI' I g.t.t. Slaammto,CASSA1A For temneeclm.».cnPi eh'o sAl.notes `rbneae.0 sites: N•^•di1�• 17 SPACING 24.0" JREF- 1VMD7175Z07 ALPINE:ai,w. h RI Information TPI:sere t g: yea se ICC: ewe tccwfe.erg THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115042--TIMBER TECH FRAMING -BURNHAM-ASH/ BLDG 1-WEST -- ASH AND BURNHAM TIGARD - C7) Top chord 2x4 DF-L #1&Bet. 120 mph wind, 44.01 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud :W6 2x4 DF-L Std/Stud: DL-6.0 psf. End verticals exposed to wind pressure. Deflection meets L/180 Wind loads and reactions based on MWFRS with additional C&C (1 criteria for flexible wall coverings. design. (a) Continuous lateral restraint equally spaced on member. In lieu of structural panels use purlins to brace ail flat TC a 24 OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5, Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 4X5= 4X12= 4X5(R) I 0.5 1.5X41p 4X5 T -r( 2-1-7 �• \ 2-6-13 41-8-0 i Iftl 4X12 5X5= Lc 9-2-0 ,lc 20-5-6 DJ I- 5-4-5 4-8-11 4-8-11 4-8-11 46 4-8-11 4-6-15 +1Jr 5-6-1 r 5-4-5 5-4-5 '1 I— 18-10-13 _I- 10-8-9 J 29-7-6 Over 3 Supports R=270 U=22 R=1770 U=277 W=5.5" R=784 U=120 W=4" RL=73/-53 Note: All Plates Are 3X5 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) 1 PRop PLT TYP. Wave FT/RT=296(076)/4(0) 15.01./,�.'t Y E5, OR/-/1/1/-/R/- Scale =.25"/Ft. Truss Components of Oregon (503)357-:118 ..wARMINBIwe MAD AtoFOLLOW ALL MIMSRNTHIS DAMNING! SIN R25 N 4 Ave,Cornelius OR 97113 ..uponT�"' maim TH1S 0A WINS TO ALL CONTRACTORS muTis INRTALuois. �% e.0 CI TC LL 25.0 PSF REF R7175- 95722 True..s require estrum.car. In fabricating.handling. shipping, Install Ing end beating. Refer to and follow 19675 y - -- the latest edition of SCSI (Building c..o.ner.Safety Information, by TPl Sits)for eeEery Pr. ..Prier , I„ TC DL 10.0 PSF DATE 12/14/15 w to performing those rprop properly motel lore shell provide and bracing per MSI. M11o.s noted otherwise. ,r too chord logshell haus prq,erly.ttsa,.d structural sheathing am bort.m ehero shell haus.properly attached BC DL 1Q.Q PSF rigid nailing. Location.shown for por.wmnt let.r.l restraint er nobs shell hese bracing Installed per RCSI /- i DRI CAUSR7175 1530079 .�� on.R.I.gT or s10, OS applicable. Apply micros to each race or truss end position se Pheo above and on Al O the Retails,unless noted otherwise. Rorer to dressings IRM-:for sterderd plate positions. t,;14/201s Alpine. .Ole„ ..+oof ITt Building Components Group Inc.shell net a r..pen.,b 1.for pry deviation this from OREGON BC LL 0.0 PSF CA-ENG BFR/GMH drawing, any ur •.+le te build Mtruss NI conformance with SI/TPI I, or Tor handling, shipping, TOT.LD. 45.0 PSF SEAN- 240969 AN fiW COMgIANY 1,.t.1let ion.brae lur ng of cruet... e� A mei on*hie Drool,.or ewer peg.listing this 1p erwlaq, helloing*e..syb.l..or pre•amlen.l engineering 9 9.N.20,ii r _ rmo nolblllty solely for the d..,gn sheen. The ladbeelfIty end a of this Ore/Bing for any eh t,.. ,r.I.the 14o,9. g ' N� OUR.FAC. 1.15 FROM DE 9351 Roma CneIo reeve...MY.f the Mullein.Designer per ANSIITP1 1 Sea.2. SecrmRnlo.CA 9$$28 for more Inror0tle..see Mb Is los general.mote.P.P.end tn.,.nob alto.: '— ALPINE:.w•elp+nelte.com: TPI:..e.tpinet.orp: RG:.ae.ebcu.dunery.com: ICC:aw.lmwfe.xR Rummel DNA 6/30/2017 SPACING 24.0” JREF- 1VM07175207 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115042--TIMBER TECH FRAMING -BURNHAM-ASH/ BLDG 1-WEST -- ASH AND BURNHAM TIGARD - C7P) Top chord 2x4 DF-L #1&Bet. Negative reaction(s) of -1132# MAX. (See below) from a non-wind load Bot chord 2x4 HF #2 :82 2x4 HF #1&Bet.: case requires uplift connection. Webs 2x4 HF Std/Stud :W6, W8 2x4 HF #2: 120 mph wind, 44.01 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Special loads anywhere in roof, RISK CAT II, EXP B. wind TC DL=6.0 psf, wind (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) DL=6.0 psf. TC- From 70 plf at 0.00 to 70 plf at 18.90 TC- From 70 plf at 18.90 to 70 plf at 21.35 End verticals exposed to wind pressure. Deflection meets 1/180 TC- From 100 plf at 21.35 to 100 plf at 29.61 criteria for flexible wall coverings. BC- From 20 plf at 0.00 to 20 plf at 29.61 (a) Continuous lateral restraint equally spaced on member. Wind loads and reactions based on MWFRS with additional C&C member design. In lieu of structural panels use purlins to brace all flat TC a 24" Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. SEE CALCULATION PAGES FOR LOAD CASES NOT SHOWN HERE. 5X5= 3X5= 4X5= 4X12= 3X12= 4X8= O.S — 1.5X4 III H0612 4X8 _. (a) --B T w 2-1-7 (a) W6 (a) WB (a) \ _ 2-6-13 E----- __ �.. _ +41-8-0 Ilk 3X7 HI 3X5= X5_ 4X12 3X12.H0612 4X5,1-- 4X8 8X10 4 9-2-0 >I< 20-5-6 .1 ' ti 4-8-11 4-8-11 4-8-11 4-8-11 1-4-151-0-e 2-10-13 5-4-5 14 4-8-11 4 8-11 4-8-11 4-6-151_x_11 8 _ 2-10-13 44 5-4-5 0 I_ 18-10-13 _I- 10-8-9 ,I Ec 29-7-6 Over 3 Supports a{ R=573/-509 U=390 R=2867/-1132 U=990 W=5.5" R=1875/-808 U=693 W=4" RL=73/-53 Design Crit: IRC2012/TPI-2007(STD) . PR PLT TYP. 20 Gauge HS,Wave FT/RT=2%(0%)/4(0) 15.01., ) OFFS OR/-/1/1/-/R/- Scale =.25"/Ft. Truss Components of Oregon _003)357-J18 '•M tNDI••REPO Ab mum mi NOTES a MIS grrlr;t �y O 11Y 825 N Mh Ave,Cornelius OR 97113 "Iwarr""" ►uaNle"TMls ran"°r°ALL oamulc'°'a MIMING THE INSTALLERS. !1 l�`,Q Oji IC LL 25.0 PSF REF R7175- 95775_ Tromso.ro.$ire aero.m ear. In r.br,eatlng.'fondling...nippl,g, Installing and bracing. Refer to and follow 18578' the latest edition of SCSI (Building Component Safety 1nrorm•tlen, by fpr and RCCA)n,r safety praet,e...prier n 9r TC DL 10.0 PSF DATE 12/14/15 4/1 5 to performing nose fun trens. Installer.Mall provide temporary beating per seal. Unless noted otherwise. cep cegra snarl have properly attached structural sheathing and Settee Mord.bore novo•property alta J,oe — -- rigra coiling. Locations shown for permanent..carer restraint of mobs shall rove br.ol,g installed per seal /� - /� BC DL 10.0 PSF DRW CAUSR7175 15348291 A ELP)11 N ...tle,in ea,57 Crseg, .a applicable. Apply peates wing race of loan.,d position as e,. 1-'14/2015 tie,sent gets unless noted I etae..n.e, defer fo to drawings 160A-Z ler s onsibl prate positions.iteBC LL 0.0 PSF CA-ENG BFR/GWH Alpine, w y failure or/bu perlds p Comment.wean 1ww. .Lail not be for foeihan for•s deviation from er ins OREGON ...wing, any Mllure co bulla the trim, In conformance with A113I/T►1 ,,or for nafMring,shipping. AN rTW COMSMIVY Intalration A>noing 9 lye 2D 1146TOT.LD. 45.0 PSF SEQN- 243413 A all an this droning.r..ear pada!noting thl•Arming, ledl..t...a..peai..of p.mn ole of.ngln..ring r..p.,.lsi Ivey..lay for ton.Onion ono... TN*w,1b.b11ty w...Pr SAI.dne.rng Y.../.c...t1..I.tea 0L .N� DUR.FAC. 1.15 FROM QE 03)1 Rm7nd Cock f.•p..el►I I Ity of W%l Wine D alg,...per AIrIMSm./.I 1 g •!. sa aine,Uo.CA95N1II for more information see tbi..lea'w gonsroi nacos page and those mob sites: SPACING 24.0" JREF- 1VMD7175ZO7 AIPI/Mi mwww .•Ipe•.rtw.com:TPI:m ..tpinet.orgi nmm eA:e .ebeliwitatry.cel; lee:mmei.,ccoef..org RrnwY Dote 1/30/2017 THIS DUG PREPARED FROM COMPUTER IwPUr (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115042--TIMBER TECH FRAMING -BURNHAM-ASH/ BLDG 1-WEST -- ASH AND BURNHAM TIGARD - C8) Top chord 2x4 DF-L #1&Bet. 120 mph wind, 43.97 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP 8, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud DL-6.0 psf. End verticals exposed to wind pressure. Deflection meets 1/180 Wind loads and reactions based on MWFRS with additional C&C membe criteria for flexible wall coverings. design. (a) Continuous lateral restraint equally spaced on member. In lieu of structural panels use purlins to brace all flat TC a 24" OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 4X5(R) III 0.5 _ 4X5= 3X5= 4X5= 4X8= 4X5= 1.5X4111 2-0-7 IL 2-6-13 +41-8-0 119 3X5 III 3X5 4X5= 4X8 4X5 3X5= 5X5= L 9-2-0 .1c 3X20-5-6 >J • 4-8-6 3-9-0 4-8-6 'I` 4-8-6 .1` 3-9-0 3.1` ie 3-7-4 6-4-5 6-6-1 Lic 6-4-5 6-4-5 7.1 i_ 16-10-13 12-8-9 ,J E= 29-7-6 Over 3 Supports a{ R=260 U=19 R=1793 U=280 W=5.5" R=780 U=119 W=4" RL=75/-51 Design Crit: IRC2012/TPI-2007(STD) , p PROD PLT 1171. Wave FT/RT=296(0'16)/4(0) 15.01.0. fti �a-t��'' Fe's OR/-/1/1/-/R/- Scale -.25"/Ft. Truss Components of Oregon (503 357-.118 •MANNINO1••READ NO Fain Au NOTES ON nus orulum61 F 825 N 4(h Ave,Cornelius OR 97�13 •'I Am. FURNISH THIS INGTON°'°ALL CONTN"m°lo INCLUDING ITO INSTAun (y'l1V e• 0 Fist y to TC LL 25.0 PSF REF R7175- 95723 Trusses require intercom In fabricating.noodling. shipping. installing and bracing. Porter to end follow 195 5 P the latest edition of O (iiilding Component S. ty Information. by TPI a.•ITCH)for poverty Plaid...prior • r ow , TC DL 10.0 PSF DATE 12/14/15 to performing thea.functions. Inrt.l leis shell provide temporary bracing per BCS!. Unless noted othor.la. [w sherd shell have properly attached sen,tturwl r•eath i.g...d bottom HeYd Shall leve•properly attached 141164 w rlg`d ceiling. Locations shorn for pe,tenront lateral restraint of rens Shell have bracing Install.per OCS1 /- % BC DL 10.0 PSF DRW CAUSR7175 15348180• ,4 •�� , ,mos s3. aT or as applicable. epoly plates dr each of truss positionate as Omen shove and on the.UCL,.".Details. ,.,laws nota.otherwise. P.f.r to drawings,bgA_z for.t.,•prd plate positions. 11:),:g/(2:: BC LL 0.0 PSF CA-ENG BFR/GWH Ahnn.e, .nayla ion of In Nu,lding ea.pe.enea Crm,p Inc. .will net a..won.ibl.nor any e...leclten rro.chis nr drl.g" any falls.to Wlhd the truss In conrerrn..c.rhtn AN51741 1,ar nor•'•ring. ahippl,g. AN ITWCOMISS.NY iret.hlatIon A br.sing or Cres..,,. RMin.20,49# TOT.LD. 45.0 PSF SEQN— 240972 A tel on tela drooping or ower prod Plating Nl.drawing, Innl.rrrr.bb.pt..a..f prefarrlonal engineering r e.n.lbl Ilty solelyi./.ly ler v..design.hemThe witar . illty end..of thio drawing .g, i.g for , 55.-sa urn is tin. 0� •N sDOR.FAC. 1.15 FROM FP 8351 Rm3nr Click r••P^n+Irl i•ty of the drifting w garlpr per*1111/191 1 gae.2. Sacrommlo.CA'15Far more m. R2A Fr.,aremm�th .a.this. bow where,notesweb and these b wine Pw+NwgIDM.YJa1201T SPACING 24.0" JREF- 1VMD7175Z07— ALPINE:rw.alplwhtr.caw: TPI:awtpi tpinsMe.erg:IOU:nolo wee l,aausery.oo.; ICC: rwr.1.1laf..orp THIS DWG PREPARED FROM COMPUTER I IWUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115042--TIMBER TECH FRAMING -BURNHAM-ASH/ BLDG 1-WEST -- ASH AND BURNHAM TIGARD - CBM) Top chord 2x4 DF-L #1&Bet. 120 mph wind, 43.97 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind B Webs 2x4 HF Std/Stud DL=6.0 psf. Special loads End verticals exposed to wind pressure. Deflection meets L/180 \� Aash) (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) criteria for flexible wall coverings. lll//l TC- From 70 plf at 0.00 to 70 plf at 16.90 TC- From 70 plf at 16.90 to 70 plf at 21.35 (a) Continuous lateral restraint equally spaced on member. TC- From 100 plf at 21.35 to 100 plf at 29.61 BC- From 20 plf at 0.00 to 20 plf at 29.61 In lieu of structural panels use purlins to brace all flat TC to 24" OC. Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and 1/240 total load. Creep increase factor for dead load is 1.50. 3X5= 4X5E 5X108 4X56 4X5(R) III ons _ 5X5 1.5X4 III .1=.37"---------------.. ."-----.1:3 Fn.— --------" •- -------ea 111111111111111111111111111111a la_L 8-0 3X5 Ill 3X56 5X10= 4X5= 3X5= 5X5= 4X5 3X5= Lc 9-2-0 >I< 20-5-6 I4-8-6 yI_ 4-8-6 3-9-0 ,,� 3-9-0 6-4-5 �Iw 6-4-5 4-8-6 f 4-8-6 3-9-0 3-7-4 6-6-1 6-4-5 16-10-13 12-8-9 14 29-7-6 Over 3 Supports >I R=260 U=31 R=1882 U=280 W=5.5" R=958 U=119 W=4" RL=75/-51 Design Crit: IRC2012/TPI-2007(STD) • P- gp PLT TYP. Wave FT/RT=276(0%)/4(0) 15.01.,A.,. F OR/-/1/1/-/R/- Scale =.25"/Ft. Truss Components of Oregon 1503)357-;118 waMIARNINCra PUP NO FOUL*All tans ow THIS COMM •• i • IN O1NE` p TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 1wglramMIM THIS EINE/1110 TO ALL=norms INCLt■1sg THE 11137/LLO{, O 4' Z REF R7175- 95777 Trusses require ire oxtrero core in fabrin.ting, hovel tng, shipping. Installing and bract tna latest tion or atsi (gullet uo. roe Norex co an.Volpi� 19676' to performingst�p.ro*hellc pres lert..p.ro,- by ci .,e rSCSI rnr h tedntthei pr TC DL 10.0 PSF e trove.(properly Ia•he str cturpreside ng and toma bracing per SCSI. aUnless petty attache». /r DATE 12/14/15 cap mare stall have properly attached structural sheathing..m sotto.eters shell have a properly attached KKlghd wiling. Lecxloa s ancm.a for Fors•aanc lat•r.i fast a,nt er saw shell lane nraetng installed per OCS1 /- . BC DL 10.0 PSF DRW CAUSR7175 15348293 Hero g]. R sr.1g, appsleabta. Appy p:ete5 to each Ieca or erypa eM pMlcion aur slew aGNv wed on ':::-..::::::::7,-;:::::"-- r hI rc g.tai:.,w:.ea netee ethwmwis.. gars w erwlnpa teoA 2 fer.eenara plot.pe•ttle r. 1+'14/2015 A 1____,F2)0 N .:pina dixision ITh Building rn. - is Group Inc, atoll,et w:."*"°eel°ref.ny ewiatim frau this OREGON BC LL 0.0 PSF CA-ENG BFR/GWH drawing. only failure to Wild the trues In conformance with ANSI/TPI 1, or for handling. shipping, AN ITW COMPANY instal Ration eion s gralor erw..e. v TOT.LD. 45.0 PSF SEQN- 243420 A.a.1 an shim groping.r....r sags I lating this drawing. IndleNee....perw st protemlar.l'■hefty 9�v.A•2B.190* G' nw ra.p .lbl I lty Palely far the design tatae lgn sham. The outw111mi and or vale drawing tar y.cruotere Is the A351 Rovah]Codlc r•.panel.11 Ity of the b llding b..ig,.r par AN7I/IP1 T aw.2. �L, .NrI DUR.FAC. 1.15 FROM FP Seam EWCA KALA For were tnforwetton see this lob's general notes saga.w'hose wee sites: — ALPINE:ewa.•Ipineltw,cea:TPI:waw,tptroc.erg:RCA:ww.•belnwntry.ao•: ICC: awr.lccsere.srg R■IrwglDMs580J2017 SPACING 24.0" JREF- 1VMD7175Z07 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115042--TIMBER TECH FRAMING -BURNHAM-ASH/ BLDG 1-WEST -- ASH AND BURNHAM TIGARD - C9) Top chord 2x4 DF-L #1&Bet. 120 mph wind, 43.93 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC 01=6.0 psf, wind BC Webs 2x4 HF Std/Stud :W6, W8, W10 2x4 HF #2: DL=6.0 psf. (a) Continuous lateral restraint equally spaced on member. Wind loads and reactions based on MWFRS with additional C&C member V� design. In lieu of structural panels use purlins to brace all flat TC 0 24" OC. Right end vertical exposed to wind pressure. Deflection meets 1/18 Bottom chord checked for 10.00 psf non-concurrent bottom chord live criteria for flexible wall coverings. load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load Is 1.50. 3X10.. 0.5 5X5 1.5X4 Ill 3X5= 4X5= 4X5s2 5X5 �.-- 1-1I1-7 Wfi W10 2-6-13 k —I41-8-0 3X5 01 3X5= 3X10U. 3X5w, 3X5 .-- 5X5- Lc 9-2-0 >I< 20-5-6 4-8-6 4-8-6 5-6-1 ,, 7-4-5 7-4-5 4-8-6 'I.( 4-8-6 -I< 5-4-5 7-6-1 7-4-5 I- 14-10-13 _1_ 14-8-9 ,I Ic 29-7-6 Over 3 Supports }I R=276 U=22 R=1746 U=271 W=5.5" R=794 U=121 W=4" RL=59/-32 Design Crit: IRC2012/TPI-2007(STD) ,Ep PROF PLT TYP. Wave FT/RT=2%(096)/4(0) 15.01.► j . . Fsip1" OR/-/1/1/-/R/- Scale =.25"/Ft. Tnlss Components of Oregon {5031357-!I IR ••WARNIN01••READ NO FOILS/Ali R=TES al nus DlNwINDI t�. V R25 N 41h Ave,Cornelius OR 97113 "" I"R" """"'"TM's aARIw ro ALL mnnwcrola ulamow THE!lar . 4' y TC LL 25.0 PSF REF R7175— 95724 Trusses require*stream In fabricating, Seedling. ablpelng. Installing .racing. Refer to and follow 1gB7b' 9 - tne lete.t edition pest(Sul Oiling ce9..wa.M Serety 1Mor_tlen. by TP1 'WA)for safety praet'ce.prier ', , TC DL 10.0 PSF DATE 12/14/15 o performing these functions. Installer,whall provide ceaporory breeds;per SCSI. Unless noted otherwles. top Mord dui.novo properly Ktaclwd structural sheathing find butte..chord shall hove a properly screened -....1' ' rigid ceiling. Locations shown for genomes' littoral restraint of robe shall have bracing installed per RC31 ' 1' BC DL 10.0 PSF DRW CAUSR7175 15348181 ,4 ��N sections 93. 07 or 010, es applicable. Apply platy.to oath far.of truss and poelttoa n shown above and on 1.14/2015 �r� 7,:p.:-.-....:::::. b JeenS Imt.l la, unless n.e[ed:there'"*. (Refer to d17.".s 160A-2 fx.Lander:pleb p''''lane. OREGON BC LL 0.0 PSF CA—ENG BFR/GWH { ' Alp lime a division or Illi Sullairg Cmparwnt.Croup Int. aha 11 roe a rfiwpene stele ter way aevlwclan tram this ^ di-wing, any failure to build the truss In conformance with ANSI/TRI 1, or for needling. shipping, .1 - AN IT'D COMPANY installation A broom=or trim,.,. •9 b`A,20.100TOT.LD. 45.0 PSF SEON— 240977 A.e.l on tel.Wowing or moor pegs Iletl,g tole drawing. indle toe e.a.pt.nne of p,.f e.lenel engineering r. = epaleilly=dimly for the design Goo,. The weltmbllity and use.f U.S.draping far any immature 1e tam O1. , �� OUR.FAC. 1.15 FROM FP R351 Rltaryp Carley neepenalellit, tlm gulldln a%wie er per AAMI/Ipl T g...2. • SurSmudp,CA 95828 for more Inferwtiao see chi,Joe's general notes page end twee web site,: RwotfM Date(1130/2017 SPACING 24.0" JREF— 1VMD7175Z07 ALPINE: ww.wlplmlew.eee: TPI:www.tpinst.org;RICA:riwwsbc'ndustry,ene. ICC: eme.Icrsafe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115042--TIMBER TECH FRAMING -BURNHAM-ASH/ BLDG 1-WEST -- ASH AND BURNHAM TIGARD - C9P) Top chord 2x4 DF-L #1&Bet. Negative reaction(s) of -1035# MAX. (See below) from a non-wind load Bot chord 2x4 HF #2 :B2 2x4 HF #1&Bet.: case requires uplift connection. Webs 2x4 HF Std/Stud :W6, W8 2x4 HF #2: :W14 2x4 DF-L 2400f-2.0E: 120 mph wind, 43.93 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Special loads anywhere in roof, RISK CAT 11, EXP B, wind TC DL=6.0 psf, wind BC DL=6.0 psf. ` (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) rf� TC- From 70 plf at 0.00 to 70 plf at 14.90 Right end vertical exposed to wind pressure. Deflection meets L/1 TC- From 70 plf at 14.90 to 70 plf at 21.35 criteria for flexible wall coverings. TC- From 100 plf at 21.35 to 100 plf at 29.61 BC- From 20 plf at 0.00 to 20 plf at 29.61 (a) Continuous lateral restraint equally spaced on member. Wind loads and reactions based on MWFRS with additional C&C member In lieu of structural panels use purlins to brace all flat TC a 24" design. OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Deflection meets L/360 live and L/240 total load. Creep increase applied per IRC-12 section 301.5. factor for dead load is 1.50. SEE CALCULATION PAGES FOR LOAD CASES NOT SHOWN HERE. 3x10 4X12 4X8(R) Ill 5X5= °'S — 1.5X4111 3X5= 4X5= 5X5= 6X8=-- �g - . (a) I 1-11-7 1NB (a) w W8 a) \ W14 2-6-13 - - - `t I i I ��' 40_41-8-0 3X7 Ill 3X5= 4X12= 62 H0308= 3X12= 5X7(R) III 8X10= tL: 9-2-0 1.1.c + 20-5-6 4X5= 4-8-6 r 4-8-6 4-8-6 5-4-5 5-6-11 1-0-8 10 13 7-4-5 7-4-5 wl 14-10-13 Er 29-7-6 Over 3 Supports R=516/-432 U=332 R=2748/-1035 U=923 W=5.5" R=1917/-848 U=715 W=4" RL=59/-32 Design Crit: IRC2012/TPI-2007(STD) ,gO PRO PLT TYP, 20 Gauge HS,Wave FT/RT=2%(0%)/4(0) 15.01.0i ts`sp�Z9 OR/-/1/1/-/R/- Scale =.25"/Ft. Truss Components of Oregon (503).357-2118 •'MAIMNGI•e Ileo No MUM Au NOTES a 71116 uealllse rj� 11' !�� TC LL 25.0 PSF REF R7175- 95774 825 N 4h.Ave,Cornelius OR 97113 'e l " FIs"TMls NAVIN To ALL cnwllciole IAUA°u°THE INSTALLERS. 1g�g trusses require extre.e cera in fobriceting. handling. shipping. Installing and bracing.Peter to and follow r TC DL 10.0 PSF DATE 12/14/15 the 1 edition of IICS1 foul lding Component Safety faformatlon.by TPI and ARCA)for Tory practice.prier /r to perforating these fu.ctlws. Installers shell provide temporary bracing per SCSI. Unless noted otherwise. top chord shell have properly attached structural shwthi,g bottom Chard,hall have.properly attached i� % BC DL 10.0 PSF DRW CAUSR7175 15348289 rigid roiling. Locations.how.for permanent lateral restraint of webs shell hove bracing Installed par SCSI A �II Niiih, E t.etlain So. Si or a,applicable. Apply. R pima dr wing Tach of form, rd,l l to.e item abase and en I 14/2015 the Joint Detail..Unite*.il noted log C iso. ".far to int.drawngsMa 160A-2 for sponaltld plate ny.ova.tlOREGON BC LL 0.0 PSF CA-ENG BFR/GWH a. Alpine, a division of In Ou1lal.g Gowpar.nt.Group int.Mall net be responsible far any deviation Trow.this A erwirg, any tailare to bulla the tr,.a.In Canfarmeno.ath ANSI.,pl I. or far handling, .hipping. `� SEQN- 243411 AN ITP COMPANY installation.bracing of trusses. '11' e0N.10 + TOT.LD. 45.0 PSF A owl an this drwlrlp Of weer page II.tlq pile Orwin. I.dlemtw eeeepewa of pro}Mawvl enplra.rlq — _ responsibility solely for the design Memo. The suitability and woo of this Awing ter.y Sweat,.is ted v sasl Rosana �t rwpwwlbllity of tie Sollalny Design.per A141/.PI 1 gat.:. �� ' DUR.FAC. 1.15 FROM FP Sacromenio,CA 95525 For more Infor.otion see thls,loss general net page end two web cite.: Renewal Dade 515012017 .. ALPINE:wws.elpineicw.com: ,PI: .atpinst.erg:Asow TCA:notes ICC:wew.loa..f..org SPACING 24.0" J REF- 1 VMD7 1 75Z07 THIS DAG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115042--TIMBER TECH FRAMING -BURNHAM-ASH/ BLDG 1-NEST -- ASH AND BURNHAM TIGARD - C10) Top chord 2x4 DF-L #1&Bet. 120 mph wind, 43.89 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC 01=6.0 psf, wind BC Webs 2x4 HF Std/Stud DL-6.0 psf. (a) Continuous lateral restraint equally spaced on member. Wind loads and reactions based on MWFRS with additional C&C membe G\t) design. In lieu of structural panels use purlins to brace all flat TC w 24" OC. Right end vertical exposed to wind pressure. Deflection meets 1/180 Bottom chord checked for 10.00 psf non-concurrent bottom chord live criteria for flexible wall coverings. load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 4X8SU 4X5 3X5 0'5 1.5X4111 3X5= 4X5 4X5= 6X6= 1-10-7 2-6-13 .74 .1_ ,-- -- -- --- I i t 5X5= 41-8-0 3X511 3X5= 4X8zz 3X10= 3X5= 3X5= . 1C9-2-0 >i< 20-5-6 ,I 4-8-6 5-6-4 4-8-6 4-8-6 3-4-5 5-8-0 14-6 5-8-0 .Is 5-6-4 12-10-13 y 16-8-9 ,4j [' 29-7-6 Over 3 Supports >1 R=281 U=24 R=1726 U=267 W=5.5" R=801 11=123 W=4" RL=62/-32 Design Crit: IRC2012/TPI-2007(STD) .IED PROAlt PLT TYP, Wave FT/RT=214O%)/4(0) 15.01.'4 IF iff11mb,4S OR/-/1/1/-/R/- Scale =.25"/Ft. Truss Com u of 503 57-11 IE ••11AroslNel••READ No FOLLOW ALL sons ell nos ORRIMIGI ` Ponca •I!'DATIRT•• AL(M)A TIM°"•Iw'D All C01"ML,OWS IIICIADIWW TRC 1�TALILWS. O 98676P 4. 1- TC LL 25.0 PSF REF R7175- 95726 325 N 4th Ave,Cornelius O 97113 Trusses require extreme care in fabricating. handling, Mhpphng. Ibtelling and bracing. Rehr to and fellow the latest edition or SCSI (Building Comp*Safety Information. by r1.1nd l aWrCA) for eahty practice,prier ' /h TC DL 10.0 PSF DATE 12/14/15 to perrerwlng these functions. Installers shell provide temporary breairg per SCSI. Wiese noted otherwise. — cop chord shell haw properly attached.tnttural sleathug rhe bottom chard shall have a properly attached /- BC DL 10.0 PSF ORM( CAUSR7175 15348183 ro S rigid ceiling. Locations Shawn for peraorwrt lac rel restraint or web.,hell rave Priming installed per SCSI _� � sectia3. S7 or 010. as applicable. apply plates to each race or truss and position as the.alo .love and on 1 14/201 5 //�'71M r� ngMh the Joint Details. unions noted otherwise. Refer to drawings 1fi _z r atanaard pieta positions. OREGON 8C LL 0.0 PSF CA-ENG BFR/GWH r Alpine, a division or I7W Components Cwents crap Inc. shall be responsible for any deviation from this drawing. any failure co Wild the truss In conformance with ANSI/ISI 1.or for handling, snipping. ^ AN rrWCOMMMr inose iat.on a trans.*.nng of trans.*. 9( lhn.20,+N& TOT.LD. 45.0 PSF SEAN- 240985 A w1 Ohthin Arming sr aamar pUa(lade this Ars/hh1g/ MlAs. tm a.p*npw of prslessienel. ng nglmeri — mpAlbillty melee,w the dmlgn Afton. The mita411i1Aey and lima we thin drmtns for any mtrvewre le the • ..lbl Illy. thmil iding DocOUR.FAC. 1.15 FROM FP 8351 Rosana Circle Docker per N I/T?I 1 sm.2. Sacramento.CA 93025 For mere lnhrme[han,me this tab a general notes mg.and theme web,Ice,: RWIlewaI DWIW 513012017 SPACING 24.0" JREF- 1VMD7175Z07 me ALPINE: ww.,slplitw.com:TPI:sww.tpin.t.org: Rmme CA:www.abcindu,try.comi ICC.e .icare-erg i THIS DIG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIOMS) SUBMITTED BY TRUSS MFR. (1115042--TIMBER TECH FRAMING -BURNHAM-ASH/ BLDG 1-WEST -- ASH AND BURNHAM TIGARD - C100) Top chord 2x4 DF-L #1&Bet. 120 mph wind, 43.90 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind IC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud :W2 2x4 HF #2: DL=6.0 psf. Truss designed to support 0-0-0 top chord outlookers and 3.00 PSF Wind loads and reactions based on MWFRS with additional C&C Womb cladding load one face, and 24.0" span on opposite face. Top chord must design. not be cut or notched. Right end vertical exposed to wind pressure. Deflection meets L/ 80 See DWG GBLLETIN1014 for gable wind bracing requirements. criteria for flexible wall coverings. In lieu of structural panels use purlins to brace all flat TC to 24" OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets 1/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 0.5 3X5=m 3X5= _ • I C1 � n 11 1-10-12 W2 1 2-6-13 1 Q _._ Q v/////////////////////////////////////////////// Q 6 + -41-8-0 I 3X56— ///////////////////? 3X5 a 3X5= 1.0------4-8-6 s'c 4-8-6 + 20-2-10 pl 13-6-4 16-1-2 29-7-6 Over 2 Supports al R=401 U=60 RL=61/-32 R=113 PLF U=17 PLF W=20-5-6 Note: All Plates Are 1.5X4 Except As Shown. Design Crit: 1RC2012/TPI-2007(STD) , D PRO/ PLT TYP. Wave FT/RT=2%(096)/4(0) 15.01.? e'e OR/-/1/1/-/R/- Scale =.25"/Ft. 8 ••■41 11N61••MEM Alo Fal1A ALL NOTES a THIS nrulimol �F TC LL 25.0 PSF Tniss Components of Oregon 503 357 i I8 G • p0o IMPd1TMT•• MOM THIN�w/A A ALL=noun=Ig0.aglHg 111E 116TAlAe1g, R25N4!hAve,ComeLus0 97 !3 Trustee require extrema re in fabricating. handling. shipping, installing 19576P REF R7175— 95725 tie latest edition of SCSI core ag and brfor safety Romp to.nm fellow TC DL 1 0.0 PSF DATE 1 2/1 4/1 5 to nt Caerssha Seprov Ielteeporan, by TPI ape NBCA)Tor . n ted o her io.r /, performing that.flwgtiwn. loot.!lass shell provide t..per.ry breting per SCSI. IA.tev 000.0 etharwf». tap chord shell love properly attached structural a0eet0lrg end bottom chord.Lail lune a properly act ..IOU rigid ceiling. Locations flown for pereoneot lateral restraint of wool.hn1l have bracing...tolled per BCS! /- r BC DL 10.0 PSF DRY/ CA05127175 15348182 ,4 �� seetloa7 or 810, as app!icsble. Apply pintos to.sen rice.r Croce position os end d en the Joint wi Details.unless noted otherwise. Borer to drawing.160A-7 for sta, erd plot.positions. I-14/2015 BC LL D.O PSF CA-ENG BFR/GWH Alpine. o dlvteion of ITV Building Components Group Inc. shall t be reeponsibl.for any,......cion from this OREGON drawing. any rn1 lure to build the truss to denferwonc.with SISI/TPI 1. or for handling. shipping. AN mvCOMP4NY l..ftallation A bracing..ern..».. 9 vigil.26 19¢ `� TOT.LD. 45.0 PSF SEQN- 240982 A peel me NN Prowl.,w»wee page listing eels drw1A. In0leec...VVgta me of preeMalenel eAgleeeIC for thm s?51 Roy=Circe ni o` l:llty of"!h.OdIdIIng Amin per ANSI.el I .f.d e......n1. ...1,for.,.br,l.al..,. O� g N� OUR.FAC. 1.15 FROM FP Sacramento.CA05125 For acre Information tee general t pogo and thus.deb. Ra1BIpA1Date 81302017 SPAC 1 NG 24.0" JREF- 1VMD7175Z07 ALPINE:wwa.aipinel t..aom; 1PI: lnrw..tpl tpgeneraln.t.erg: VTG1:wncw » .sbc.nd.etry.a ; ICC:wwa.ice»M1.erp THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS IFR. (1115042--TIMBER TECH FRAMING -BURNHAM-ASH/ BLDG 1-WEST -- ASH AND BURNHAM TIGARD - C1OM) Top chord 2x4 DF-L #1&Bet. 120 mph wind, 43.89 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud :W6 2x4 DF-L Std/Stud: DL=6.0 psf. Special loads Right end vertical exposed to wind pressure. Deflection meets L/180 v) (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) criteria for flexible wall coverings. TC- From 70 plf at 0.00 to 70 plf at 12.90 \17) , -- TC- From 70 plf at 12.90 to 70 plf at 21.35 (a) Continuous lateral restraint equally spaced on member. (`./. TC- From 100 plf at 21.35 to 100 plf at 29.61 BC- From 20 plf at 0.00 to 20 plf at 29.61 In lieu of structural panels use purlins to brace all flat TC a 24" OC. Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 4X8= 5X57 3X5= 0.5 — 1.5X4111 3X5= 4X5= 4X5= 6X10= If I T _ = a) :21- 17:--- -----::::.:11:1:3 1-10-7 `_ V1161111111111114111*--p... 1111111141111111111.111111111.111..-- 2-6-13 3_ - -11i = +41-8-0 i 3X5 HI 3X5= 4X8= 3X12= 3X5= 3X5= 5X5a I= 9-2-0 >1c 20-5-6 1 . 4-8 6 a . 4-8 6 I< 3-6-1 �� 5-6-4 'II 5-8-0 -1` 5-6-4 1..,____ .} 4-8-6 T 4-8-6 3-4-5 5-8-0 5-8-0 -1 5-6-4 1 12-10-13 I _ 16-8-9 J k 29-7-6 Over 3 Supports R=280 U=35 R=1809 U=267 W=5.5" R=981 U=123 W=4" RL=62/-32 Design Crit: IRC2012/TPI-2007(STD) ,ED PROF PLT TYP. Wave FT/RT=296(096)/4(0) 15.01.' 'i ' _ Fsd,, OR/-/1/1/-/R/- Scale =.25"/Ft. Truss Components of Oregon (503 357-.118 "WARNIN6rae MAD NO FOLLOW Au NOES OW THIS MwIN61 �� t�, V 825 N 4th Ave Comehns OR 97�13 "1�0RT FURNISH MIS O'er""'t°"'i°°^""m°"s'Wase't"E INSTALLERS. C1 • 9 TC LL 25.0 PSF REF R7175— 95776 Trusses require extreme mere in f..brIc.tl,g.handling. shipping. Installing end breei,g. Refer to and rot,.. 19676 the latest editio..or SCSI (Sal ldlha co.ponoot Safety In.fersetto., by TPI ane•rCA) for safety o-..tieea prixTC DL 10.0 PSF DATE 12/14/15 to performing these functions. lent.!lera shell provide tap.r.ry bracing per SCSI. Unless noted otherwtee, /' top chord shall Inc.properly attach.structure,.teething end bottom Chord shall MW a properly attach. JO"ceiling. Laceuon shoe,re,p.reenent late,•l restraint of webs shall neve bromi.g i..t.11nd per scsi /�t BC DL 10.0 PSF DRW CAUSR7175 15348292 Al] �� sections 113.Sl or en applicable. Apply pl.tw to ea.h fete of cross and position ex above on 1 '14/201 5 — r — "....p- he,..-t:::::."._. —..—.T.—z-,..:,--,c nt Uetel,,. a i...noted.the.i se. A.f.r t.drwh pn 16M_z fx et.d.rd plat.pesltlxe. BC LL 0.0 PSF CA-ENG BFR/GWH fJ Aloha. x d. .a_. .f.111 Suoldi-C..Ron.nte Group Inc. ,hell,mot.m-, ,onslbl.re,any devletlm from th1. cit OREGON (� drowanp. any feller.to build the truss in conformance with ANSiiirl 1.or for Waling. shipping. Y� .4 SEQN�. 243418 AN acro COMPANY instal let ion a Or.i,g of trees. 11py, w.apt..l, '4 41n.20,pyo` TOT.LD. 45.0 PSF Ayen.ltiIlity M),IySforr the Y listing this suitabilitylwN Inc.f nd,I.a inyre� .er,sale fla Infos 9351%wan,Cade responsibility of the wl Idhg w.Ioer per ANSIrni I sed.:. r.. �� ' W•H� DUR.FAC. 1.15 FROM FP SaaamaMn.CA 95M2N Forex.Information see tills,eb•s general nstes peg.end these web eta.: Rommel Dale er110n017 SPACING 24.0" JREF- 1VMD7175Z07 ALPINE:w..Ipineitee.cem: 71,1:rnw.tpinst.org:Nita:....,bol.uatry.con: ICC:w.iuosare.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DI MENS IONS) SUBMITTED BY TRUSS IFR. (1115042--TIMBER TECH FRAMING -BURNHAM-ASH/ BLDG 1-WEST -- ASH AND BURNHAM TIGARD - C11) Top chord 2x4 DF-L #1&Bet. 120 mph wind, 43.84 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud :W8 2x4 DF-L Std/Stud: DL=6.0 psf. (a) Continuous lateral restraint equally spaced on member. Wind loads and reactions based on MNFRS with additional C&C membe (::,\"\ design. In lieu of structural panels use purlins to brace all flat TC a 24" OC. Right end vertical exposed to wind pressure. Deflection meets L/180 Bottom chord checked for 10.00 psf non-concurrent bottom chord live criteria for flexible wall coverings. load appliedper IRC-12 section 1 . pp 30 .5 Deflection meets 1/360 live and L/240 total load. Creep increase factor for dead load is 1.50, 4X58 4X5= H0615RS 3X5= 0.5 1.5X4111 3X5= 4X5= 4X5= II" 2-6-131_9_7w8 -- .7::::::222:11:::::2=:--1:]-- - I,I — O a1-s-o--- 1 .5X4111 3X5 4X5= 4X12 3X5 ffi 3X55X5= 1, 9-2-0 >1< 20-5-6 4-8-6 4-8-6 6-2-4 6-2-4 1" 4-8-6 'l 4-8-6 „L1 -8-6 -4-5�` 6-4-0 6-4-0 6-2-4 1 I_ 10-10-13 _,.. 18-8-9 J 1 29-7-6 Over 3 Supports >1 R=292 U=27 R=1689 U=262 W=5.5” R=812 U=124 W=411 RL=65/-31 Design Crit: IRC2012/TPI-2007(STD) p PRO PLT TYP. 20 Gauge HS,Wave FT/RT=2%(O%)/4(0) 15.01. i FFS OR/-/1/1/-/R/- Scale =.2511/Ft. Truss Components of Oregon (5031357-2l iS ••• MOING ••two No raw AU Mmes To THIS o�Nlsr •A t3t3~NE'F� Oy IC LL 25.0 PSF REF R7175- 95727 825 N 4th Ave,C(xmin,s OR 97113 "1ratTMrt•• MOM Txts alamrlrc To AU.cmN,RreTalls,Ilnaollw ME r1lsrAtutts. (�i Trusses require edtreee cars In fabricating.handling,.hipping. installing end bracing. Refer to and follow 19675• 9 TC DL 10.0 PSF DATE tlatest wino..of,CSI (Building component safety Information. by TPI,..d TTCA) for naraey Practices prier too performing these ram-clone. IMGar ll..shell provide tompery bracing per 9CSI. Unless noted odmelno. ' • 12/14/15 /1 top.nerd shall have properly attached structural ehmtnlny eel bottom chord small save a properly ettecti d rInd aecctionslel el or RID. .a applicable.tion*sheen for )manent Apply platestoeach)nt facefowebs muss and position Whell have las shoenlled.bwc'mod onl �- BC DL 10.0 PSF DRW CAUSR7175 15345184 AlN F the Joint Details.unless notedetn.r.lfe. Refer to drawings,05,,.E for standardplate pentium. t:142015 BC LL 0.0 PSF CA-ENG BfR/GNfH f=� r' AIP ». n 1 .n of In w,ldh g Components Croup shell responsible for any deviation from this OREGON doming, any failure to build the truss in conformance with ANSI/TPI t.or for handling,shipping. AN ITW COMPANY Instal IMI.n.bracing of treeers. vte qp TOT.LD. 45.0 PSF SEQN- 240988 A...I.0 eel.deet.,.r.oyer p.R. 11.e1M tA1.05.01.= Inane r.....pb.l��.r PrnMNan.1.r,in.0ring 9/Q N.20,19 G responsibility.et.ry far ale...lgn Mem. T1e suitability.Ind um of Nm1.05.01ng far si l.er1==0'*I.– V 8351 Rny.p Circle responsibility.r t,...p1t.11g Designer par AR,1.T.,I..p.:. ClL: .N DUR.FAC. 7.15 FROM FP Sacramento,CA 45828 for more Inrermet ion sae Mils Job's goner-el notes page and trona nee sites: ALPINE:eem.elpin.ite.cw: TPI:w.tplet.org:ITCH:mma.sacinduatry...e: ICC:mme.icesafa.org Renewal Dee.613012017 SPAC 1 NG 24.0" J REF- 1 VMD7 1 75Z07 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115042--TIMBER TECH FRAMING -BURNHAM-ASH/ BLDG 1-WEST -- ASH AND BURNHAM TIGARD - C11D) Top chord 2x4 DF-L #1&Bet. Negative reaction(s) of -1032# MAX. (See below) from a non-wind load Bot chord 2x4 HF #1&Bet. :B2 2x4 DF-L #1&Bet.: case requires uplift connection. Webs 2x4 HF Std/Stud :W2, W6, W28 2x4 HF #2: :W10 2x4 DF-L Std/Stud: :W23 2x4 HF #1&Bet. : :M7 2x6 HF #2: 120 mph wind, 43.84 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Special loads DL=6.0 psf. (Lumber Dur.Fac.-1.15 / Plate Our.Fac.=1.15) \\ TC- From 70 plf at 0.00 to 70 plf at 10.90 See DWG GBLLETIN1014 for gable wind bracing requirements. / TC- From 70 plf at 10.90 to 70 plf at 21.35 TC- From 100 plf at 21.35 to 100 plf at 29.61 (a) Continuous lateral restraint equally spaced on member. BC- From 20 plf at 0.00 to 20 pif at 29.16 In lieu of structural panels use purlins to brace all flat TC e Wind loads and reactions based on MWFRS with additional C&C member OC. design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. Creep increase factor load applied per IRC-12 section 301.5. for dead load is 1.50. 0.5 5X5---- H0615 6X6= 4X5= 6X6= 3X10-- 4X5= „--ii::::__ —-- — ---i 4X5- _ __. _._. ----- .M '� A 6r 1 I ..... .si :Q \$ $ ■■ M7 1-6-13 2-6-13 1 ! +� W2 W6 i W23 42-8-0 1-9-7 1 i I 0 I LE 1 _ U'U II- w 1�... -r 1 41-8-0 %/T////////////////////, 5X5= 8X8= 4X5------ H0612= 6X6= B2 4X12 3X5 iii 3X3 Ili 4X5= 3X5 III 8-8-12 8"t4'-5 2-5-6 2-1-7 9"141-2-2 1-4-10 -5-. 1-0-8 -10-5 2-3-1 2-0-0 1-8-4 8-8-12 »1.'-5- 6"1 2-2-1 -9-15 ."1. 1-2-2 1-4-10 -5-: 1-a-: 2-5-10 -7-1 2-0-0 1-8-4 (G_ 10-10-13 18-3-1 —I I-- 29-7-6 Over 2 Supports R=220/-39 PLF U=43 PLF W=8-10-8 R=2275/-1032 U=875 W=5.5" RL=3 PLF Note: A11 Plates Are 1.5X4 Except As Shown. . Design Crit: IRC2012/TPI-2007(STD) PLT TYP. 20 Gauge HS,Wave FT/RT=2%(0%)/4(0) 16.01.00 0 BR•1z, OR/-/1/1/-/R/- Scale =.275"/Ft. Truss Components of Oregon (503)357- 118 ",ARMING I"READ AIN num ALL mons cm 7NIs moms) 825 N 4th Ave,Cornelius OR 97113 ..i T 'e .,MOOCH THIS■aim.To ALL aMrMaCrm INCLUDING n■INSTALLERS.■. `y aQ 1N✓ e. S'i TC LL 25.0 PSF REF 87175- 3371 Trussesrequire.stream tere In fabricating,ponent handliSafety I snipping. ,rwtallind and bracing. Refer to follow or ato " 832114Pe ,Q ' TC DL 10.0 PSF DATE 05/02/16 awe Iauac edition or RCS1 (Building Component Safety Information.by TPI and hlTeq for..racy practices prior to performing one..functions. Instal,era snarl provide temporary braonng per MCse. Unless noted otherwise. . top chord shell nave properly attached structural theeehlep and bottom mord shall have a properly attached BC DL 10.0 PSF DR.t CAUSR717S 16123577 rigid ceiling. Location shown Tor permanent ,stash reetralnt o1 webs shell neve bracing Installed per erSl ,�� ons eg. M7 or 810, ea epprloabl.. reply plates to.wed,race or truss and position es snow.above and a.. 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Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud :W6 2x4 HF #2: _ DL=6.0 psf. (a) Continuous lateral restraint equally spaced on member. Wind loads and reactions based on MWFRS with additional C&C membe G\2."" design. In lieu of structural panels use purlins to brace all fiat IC a 24" OC. Right end vertical exposed to wind pressure. Deflection meets L/18 Bottom chord checked for 10.00 psf non-concurrent bottom chord live criteria for flexible wall coverings. load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep Increase factor for dead load is 1.50. • 0.5 _ 5X5= 1.5X4 III • 3X108 III (a) 8 I T c3 1-8-7� j -_ - M6 2-6-13 11I41-8-0 1.5X4 III 3X10 5X5= 1c 9-2-0 AI., 20-5-6 a1 4-8-6 4-8-6 6-8-5 6-10-1 6-8-5 4-8-6 4-8-6 6-8-5 6-10-1 6-8-5 1_ 8-10-13 „I_ 20-8-9 -1 k29-7-6 Over 3 Supports .-1 R=307 U=33 R=1631 U=253 W=5.511 R=832 U=127 W=4" RL=67/-31 Note: All Plates Are 3X5 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) fI.0 PROj . 1 PLT TYP. Wave FT/RT=296(0%)/4(0) 15.01.ti.I) - Anel, _ Ss, OR/-/1/1/-/R/- Scale =.2511/Ft. Inns Components ofOregon (503)357-2118 's• INAIBIII PEAR AAD NS TO ALL NOTESOIMIA a1 MIS WSIIIIGI 9 TC LL 25.0 PSF REF R7175- 95729 825 N 4th Ave,Cornelius OR 97113 "Iia[TAfT'• alawl.m Txls nwllq t0 Au Da.r..t10Y Ig7YDI110 ME IA6TAt1Fp. F� Trusses rewire..treee core in fabricating. handling. 19676' ng. sblstle.. installing bracing.a ..y.r to ice follow TC DL 10.0 PSF DATE 12/14/15 toe performing ngi clop or functions. (Building.. Installers she Safety Ie to perar by Til end CI far Unlessessty ted other Prier 1 /r to pchord I al.theme f properly. 4achel l ora.bell provide end brathq per.11SCSI. e• noted otherwise, tap.bre Mve properly how pe etnent to lel restraint ,tr MA Wttw chord shell brae a properly attached �- rll�y(alllo.,l hep_ 1.aatlero mem for permanent crural r cr M of webs shall live br cing IMA.,.a per bC$I BC DL 10.0 PSF DRI CAUSR7175 15348186 �I ,III�I 83. l7 or Alb. as applicable. Apply pieta to pant,race of truer end position as sheen above and on 1-14/2015/ ■ lU I the Al Joint Dotalle. unless Il no otherwise. Refer to Inc.dralngssha lbnot for sponpar,plata any deviation OREGON BC LL 0.0 PSF CA-ENG BFR/GIH �J U I \v' Alpine. s tel len o1 1,1 Sul Ming ,t. in Group Incshall not W responsible hon for cry Jppi ng,en ria this drawing. any failure to build the truce In conro,wanoe with AtIS,.T➢1 I. or far handling, shipping, TOT,LD. 45.0 PSF AN rrw coMRANY Im tel lotion A brwvl g of trusties. /r "•8,20 lsdl SEAN- 240994 A.eel w thin droving M newer pep.11.t1ng Ulla Arming. Indlwtw boomtown of pro/e..lsewl Mglnwring 'rot , OV rwwpenwl oiI Itp pokily for the*Mgr.howl. The euitabl llty and use sr thew drawing for any structure I.one DUR.FAC. 1.15 FROM FP 1351 Rmmu Coag rapon.lblllty of Mo landing Weimar per ANSI/TPI 1 700.2. Sacramento,CA 9552R For more Inrareatlan see this jab's general noes page end those web sit.a: Rlm.w.I Dol.01 201Y SPAC 1 NG 24.0" JREF- 1 VIYID7175ZD7 ALPINE: wwww ,m .elpineltw.ca.: 151: w .tpinrt.argi ATEA: al .sbcrb.try.cae: ICC:www.iccare.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS IFR. (1115042--TIMBER TECH FRAMING -BURNHAM-ASH/ BLDG 1-WEST -- ASH AND BURNHAM TIGARD - C12A) Top chord 2x4 DF-L #1&Bet. :T2 2x4 DF-L 2400f-2.OE: The maximum horizontal reaction is 2498# Bat chord 2x4 HF SS :B2 2x4 DF-L #1&Bet.: Webs 2x4 HF Std/Stud :W2, W4, W17 2x4 HF #2: (I) - plates so marked were sized using 0% Fabrication Tolerance, :Rt Bearing Leg 2x4 HF Std/Stud: degrees Rotational Tolerance, and/or zero Positioning Tolerance. 01)1S1% Special loads 120 mph wind, 43.80 ft mean hgt, ASCE 7-10, CLOSED bldg, Loca (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind TC- From 70 plf at 0.00 to 70 plf at 8.90 DL=6.0 psf. TC- From 70 plf at 8.90 to 70 plf at 21.35 TC- From 100 plf at 21.35 to 100 plf at 29.61 In lieu of structural panels use purlins to brace all flat TC A 24"� BC- From 20 plf at 0.00 to 20 pif at 29.32 OC. Wind loads and reactions based on MWFRS with additional C&C member Bottom chord checked for 10.00 psf non-concurrent bottom chord live design. load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor Calculated vertical deflection is 0.51" due to live load and 0.74" due for dead load is 1.50. to dead load at X = 15-7-5. SEE CALCULATION PAGES FOR LOAD CASES NOT SHOWN HERE. 6X8= 5X5= 3X5= 4X5(R)(I) Ili • 6X8(R)NI 3X5= 4X8(R) III 05 4X8=1 3X12= 3X10= T2 _ $ E = ..�Mr.�.■I�1•; urn 3X5= 1-i 9� 1- 8-7 W2 W4_� 4a2-7-4 12-6F 13 3X511 3X12 3X10= B2 H0514- 3X5= 5X7= 4X5= 5X5a 4X8 4-5-7 p.( 4-5-76-10-4 u 3-2-13 1-9-I 2-0-4 3-4-7 3-2-5 4-5-7 4-3-11 7-0-0 3-2-13 -9-1 2-0-4 3-4-7 3-0-9 1. 2 I-- 8-10-13 _L 20-5-1 -J Fc 29-7-6 Over 2 Supportsal R=1360 U=200 R=1548 U=208 Rh=2498/-2498 RL=1884/-1884 Design Crit: IRC2012/TPI-2007(STD) ,EX)PROP PLT TYP. 20 Gauge HS,Wave FT/RT=296(0%)/4(0) 15.01.' .'+ ��Q� OR/-/1/1/-/R/- Scale =.25"/Ft. Truss Components of Oregon (503)357-2118 ••�ARIHN61••REPO no rgune ILL NOM al THIS IMI N111CI �y ��S 't J 825 N 4th Ave,Comehus OR 97113 '•' "Ir" FURllnll TIM Nowlin To ALL IxNT.NClg1es I1A1W11N THE IN.TALLieg. O ,Q t. TC LL 25.0 PSF REF R7175- 95734 Trusses require shrews oars In fabrlcatlnq, handling. whipping, Installing and brring.bier to and follow 79575' ern latest edition of SCSI (building Component safety'Infprw•tl on. by rPl wru)for e.f.ty preetIces prier ' ,g. TC DL 10.0 PSF DATE 12/14/15 t.ishan..„„those heretic.. Installer.shell provide t.sporary breeing per SCSI. lodes•not..othareine• Top Choc well leve properly ettWnd structural MMtng Mel bottom chard shell hove•properly et-torched /- AOW BC DL 10.0 PSF DRNt CAUSR7175 15348194 rigid Polling. Locations shown for penrnsnt lateral restraint f webs shall Leve bracing Installed per SCSI y� �� sections ea. b1 or blob es applicable. Apply pietas to each face of cruse*ns position as above..e on 1 '14/2015 N R- 'rho Joint 002.1., unless noted othorei M. Refer to drawings 160o-2 for st•Mard plate idose. Alpine,a eioi.ien of ITS�I lel C nneneete qre� Int. *bell not be reeponaeble fen OREGON BC LL 0.0 PSF CA-ENG BFR/GWH '� dreg/Ina.Any fail lure to build the truss In conformance intl.AIAii/TPI 1,or for Paneling.*hipping, rras.t"i• AN fTWCOMR4NY Installotion b brAeeng of true.». 9N.Zo,,sd' TOT.LD. 45.0 PSF SEQN- 243416 A eeeI an Ude Brewing er ewer page noting tin downy In/lents.. glr meaeptaeee of profe••In=1• lerleg got g %kV _ reap•.IblI lty eelely For elle deelfin shoe,. The onitabl I ley aha nee of Palo Inenng Tx any...rectum f•the RJSI Rocana Cade r.., . l! .lblllcy. the wgiro AIw D.alener nor 1/PI 1 11.0.:. DUR.FAC. 1.15 FROM FP Sxr.n.e CA95R2R For-more Information aur this Jeb's general.orae page and these mob sites: R.InwdDods MO/2Or SPACING 24.0" JREF- 1VMD7175207 ALPINE:ew.elpineitw.caw: TPI:.w.tp,nst.org:.TCA: ....sminAetry.ce.; ICC:mdr.le-a.f..org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115042--TIMBER TECH FRAMING -BURNHAM-ASH/ BLDG 1-WEST -- ASH AND BURNHAM TIGARD - C13) Top chord 2x4 DF-L #1&Bet. 120 mph wind, 43.76 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud :W6 2x4 HF #2: DL=6.0 psf. In lieu of structural panels use purlins to brace all flat TC a 24" OC. Wind loads and reactions based on MWFRS with additional C&C membe 111111111P , design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Right end vertical exposed to wind pressure. Deflection meets 1/18l criteria for flexible wall coverings. Deflection meets 1/360 live and L/240 total load. Creep Increase factor for dead load is 1.50. 3X10= 0.5 4X5TR 1.5X411 4X5 _�— • T - u-"-----"j-------:-------- _� — w 2-fi-13 1-7-7 W6 __ �# - - __ -, _ 1 I I — 5X5= .a1-8-0 1.5X4 III 3X10- I, X10Ic 9-2-0 20-5-6 >I 4-8-6 4-8-6 4-11-13 5-1-8 I-` 4-8-6 4-8-6 4-11-13 5-1-8 5-1-9 4-11-12 1_ 6-10-13 .I_ 22-8-9 J k29-7-6 Over 3 Supports R=291 U=29 R=1664 U=253 W=5.5" R=824 U=128 W=4" RL=70/-30 Note: All Plates Are 3X5 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(096)/4(0) 15.01.0 .v Ftp OR/-/1/1/-/R/- Scale =.25"/Ft. TmssCom Components on 503 357-!I!lilt ••M•NINBI••READ AND FOLLOW ALL NorES ON ROS mons! 44, REF R7175- 95730 nen 3 ••1MPORTAIM. MEIER THIS ORDAINS TO ALL OONTw1Cma INCLUDING WE INSTALLERS. �5 G1►11F TC LL 25.0 PSF 1125 N 4th Ave,Cornelius O 97113 O a F+ y Trusses require esti-see care In fabricating. handling,shipping. installing and bracing. gofer to end collo. 19575- TC DL 10.0 PSF DATE 12/14/15 the latest edltlen of BCSI (Building Colpo,aho Safety Information.by Tel and RICA)for wfwty xaocice prix[� r to perferwing these functions. Installers mMll provide hnth tawporary gracing per SCSI. l.lass.aced otherwise. r /r top chord shall have properly ettaohed structure,sheathing end bottom chord shell Mae•properly attached rigid ceiling. Locations Moan for p•rwonont lateral restrelnt of webs Yell have bracing installed per ICS ,- BC DL 10.0 PSF DRW CAUSR7175 15348187 �� sections 03. 07 or 010. es applicable. Appy plates to ween race of truss end position as shown*peva end on ,, 7.):-..::::::. he burnt Det::h+. 7:7,-;:7:d7.9 .lwa nsted ethewhw. vara:to dreei,ga,IWA-z fx+ta md plate pa,ltldaa. 1r,'14/2015 BC LL 0.0 PSF CA-ENG BFR/GWH •aping •y fall.. of ITR guh,ding true,. in con orwq Ins.shall net ha for for ble max a.ry shipping. Prow.inns OREGON erring, any fa,hurw go Wil„the eros.,n conformance each A1151/TPI,.e,for hMYl;rg. +M1iPp�,g. TOT.LD. 45.0 PSF SEAN- 240997 AN 1TW COMPANY in+cal lachon 4 brae i.g or trusses. �/ A w1 oh this dre•Ing dr ewer pogo Iletl.g nine bowing. Inglotitee a.depterno of p.reeelonel engineering 9 V N.BO.10# ♦ — reop molbl llty Rotolo for n,.Melon dhow.. The euitobll ity me we of Wile dimmingbr any otr—M•le n» RO ,‘419‘419 DUR.FAC. 1.15 FROM FP ri:Sl Rmaw Cvck rwapswl.ltity or the Swltding Deignor per A4111/T► goo. g.1 Sg. L , Saroli b.CAA3A20 ger wore Informatio,,sae ohne Job's goners,notes page end!MSS web eltde- SPACING 24.0" JREF- 11/M07175207ALPINE:we.alpinsitw.cee: TP1:w.tpinsorgCTGmatry t. . :e .+eolnnro .teo: ICC' ww .icar•.org Renew.lomeam l2O1% THIS DIG PREPARED FROM(O'UrER INPUT (LOADS✓a DIMENSIONS) SUBMITTED 8Y TRUSS MPR. (1115042--TIMBER TECH FRAMING -BURNHAM-ASH/ BLDG 1-WEST -- ASH AND BURNHAM TIGARD - C13A) Topchord 2x4 DF-L 2400f-2,0E 1 Bot chord 2x4 DF-L 2400f-2.OE 2 COMPLETE TRUSSES REQUIRED t Webs 2x4 HF Std/Stud Nail Schedule:0,131"x3", win. nails :WZ, W4, W6, W20, W21, W22, W23, W24 2x4 HF 42: :W13 2x8 DF-L #2: Top Chord: 1 Row • 4.50" o.c. :W25 2x4 HF 418Bet.: Rot Chord: 1 Row •12.00" o,c, :Rt Bearing Leg 2x6 HF #2: Webs : 1 Row • 4" o.c. Use equal spacing between rows and stagger nails (") 1 plate(s) require special positioning. Refer to scaled plate plot in each row to avoid splitting. /// details for special positioning requirements. reaction(s) �,�i1:�T,,��iii"' J Negative ofnectMAX. (See below) from a non-wind to Wind loads and reactions based on MFRS with additional C&C member case requires uplift connection. n. design. The maximum horizontal reaction is 24984 In lieu of structural panels use purlins to brace all flat TC • 24" OC. (I) - plates so marked were sized using 0% Fabrication Tolerance, 0 Deflection meets L/360 live and L/240 total load. Creep Increase factor degrees Rotational Tolerance, end/or zero Positioning Tolerance. for dead load is 1.50. 120 mph wind, 43.76 ft mean hgt. ASCE 7-10, CLOSED bldg, Located SEE CALCULATION PAGES FOR LOAD CASES NOT SHOWN HERE. anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL-6.0 psf. Right end vertical exposed to wind pressure. Deflection meets L/180 criteria for flexible wall coverings. 4X5= 6X8(I)= 6X8(R) III W23 SS0514= 4X5 6X8(R)(I) 81 W13 0.5 5X7(8) 10 6X8(R) III — 3X10= 3X10= 6X8= 3X10= 3X5= 4X8= W25 T .._ T T � — ....• _ n wi 5X7= 1-6-131 illmmum...._ IN, 1-7-7 APr ) -1.742-9-0 1-6-13 __ __ mow-\:1 \ci in ....num= 41-8-0 3X710 3X10= 3X10= 3X10= SS0514m 4X8= 5X5 3X5('`)= W22 W24 5X7(1)= 6X8(R) III 3X5= 6X8(R) III 6X8(R) 8 8"131-5-1210"10 1-0-8 1_0_8 1-3-10 3-5-7 3-5-7 5-7-4 5-9-0 ' "' t 1.1-5-11. b`2-2-8 2-2-8 3-5-7 3-3-11 5-9-0 5_9_0KIK f1� 0„12-2-8' • 'o-AIs 2-2-8 `_o-r3 1'i2 I— 6-10-13 22-3-1 1-1-1:t F 29-7-6 Over 2 Supports R=2072/-901 U=770 R=7504/-6323 U=4860 W=5.5” Rh=2500/-2500 RL=1884/-1884 Design Crit: I RC2012/TP I-2007(STD) 0 PRO PLT TYP. 18 Gauge HS,Wave FT/RT=2%(0'x)/4(0) 15.01.p,if ,ti • FF', OR/-/1/1/-/R/- Scale =.25"/Ft. Truss Components of Oregon1503)357-!118 aaWARNINNI•H•II[JU Ago routs ALL mass en nils ENSI GA1 aOMet •, TC LL 25.0 PSF REF R7175- 95735 ••IIRQflefr•• FURNISH 1111!geiwleg TO ALL eggllNClgl6 INCENSING,71i INSTALLERS. 825 N 4th Ave,Cornelius O 97113 e) 9 Trove„require.ztr.w par. In ng Component Noodling.I gr..tlshippinp, i„tel lisp.,»,br.ting.Refer to eon,.Ila 49676 TC DL 10,0 PSF DATE 12/14/15 Cho in„t edition or SCSI (Building Component Serecy Information, by TPI end WM%)Ter„req practices prior to performing these properly I„t.tiers shall preside teepereba bracing per SCSI. Uhl„s noted otherwise. /• A1141hIS is rigidrep dices Shell have properly et for pe Krwtwml ral sheathing endnoftceb o�shell hese n properly„per SC BC DL 10.0 PSF DRW CAUSR7175 15348311 emotions ceiling. or S1 . e eepra,for e.remnnt latest restraint of fete 11 leve bracing Instal Ida per SCSI (- ..ctip„83.P7 or P1o. w.ppli„ble. Apply plat„to den,roe*of true end position„w.een.beep end on 1,'14/201$ pJ0 N la the ,»tell,, unless opted other iso. Refer to reinnea 1Bn„_:for,tender.piste position.. BC LL 0.0 PSF CA-ENG BFR/GWH A J Alpine,.divisionof In Building Components.song Ihp. .na1 not w responsible for any w laugh from this OREGON wing.any failure to build the tn.ss In conformance with.ANSI/TPI 1, or for noodling, shipping.dr A __aN IreC0M17M1Y i etasietion.teeing or iron.„. '9 "•n.20.49� TOT.LD, 45.0 PSF SEQN- 243439 Wile w A owl on le., isp Pe A,noon, g.ildting thio*swine. Maleness wleeess eeee teNw .sobering e.e/prel.nel _ sssi Rrnm3 Ci de .m.p.n.lbw I tty wlAir ely r Peals.women. The..ladrl mend on we or tole.,.ming far boy etreetere le the O(•p T _Y1 ,FAC 115, . responsibility.r the wilding gw1•er per ANOI/3PI 1 Sema. DUR FROM FP Sxramenlo,CA?5A21 For more In....)tie,pe g«,Irei nose.pole ens the.-website.. SPACING 24.0” JREF- 1 VMD7175ZO7 ALPINE:wnr..ipi„eit..es; rpt wVITA.:wpm.peclrnaer, try.ca . ICC: ow..loo„fe_arg RewMOMe NMO/MMT • THIS DOG PREPARED FROM COMPUTER I OPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115042--TIMBER TECH FRAMING -BURNHAM-ASH/ BLDG 1-WEST -- ASH AND BURNHAM TIGARD - C14) Top chord 2x4 DF-L #1&Bet. 120 mph wind, 43.72 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud :W6 2x4 HF #2: DL=6.0 psf. In lieu of structural panels use purlins to brace all flat TC e 24" OC. Wind loads and reactions based on 'MFRS with additional C&C design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Right end vertical exposed to wind pressure. Deflection meets L/180 criteria for flexible wall coverings. Deflection meets L/360 live and L/240 total load. Creep Increase factor for dead load is 1.50. 5X5= 3X10= 0.5 4X5 1.5X4111 _ -4:3'--- .----'-"'''.--- -11 $ I 1-6-7 Ws z-s-13 v—~ — _ 41-8-0 1_ 1 .5X4111 3X10= 5X5= L 9-2-0 >1...c 20-5-6 al 0-1 4�9-13 4-7-11 vi.e 4-11-13 4-11-13 5-1-8 5-1-9 4-11-12 L 4-10-13 24-8-9 J • 29-7-6 Over 3 Supports s{ R=289 U=28 R=1672 U=254 W=5.5" R=821 U=127 W=4" RL=73/-30 Note: All Plates Are 3X5 Except As Shown. Design Crit: 1RC2012/TPI-2007(STD) R PRgp PLT TYP. Wave FT/RT*a2%(0%)/4(0) 15.01..,,,,, 'a kAs. OR/-/1/1/-/R/- Scale =.25"/Ft. Truss Components of Oregon 1503357- 118 •MARKING!••nuaIwoRUM ALL MIESonnos LAMING) (^/F S RLS N 4ih Ave,Comehus O>2 97�13 "nron►AMf.. wlwux MIS swigs m Au comm ne uc(mING Txe nsrA�( . 0 0, 0, TC LL 25.0 PSF REF R7175- 95731 Trusses reeulra entrain*tare In fabricating. handling. slipping. Installing and bracing. Rorer to end follow 191574* - 7 ._ tho I . edition of BCS) (Building Component Safety inforr an :lea, by TPI d MITA)for.Katy pr«dews prior . t.parrer. (IOWA laa., others/1s,,ng these ififftP1 shell provide tewperery bracing per SC81. Unless notedothers/1s, TC DL 10.0 PSF DATE 12/14/15 cap shire shall Ivw properly attached structural .gesthing and bottom Chase shell have a properly acc«I.od /, _ rigid eening. locations shoen for per.b.enc I 1 restrelnt or woes shall haw bracing Installed par MEsu BC DL 10.0 PSF DRW CAUSR717S 15348188 A O N 1E the Join p7, Al s.nag ..noted applicable.otherwise. R peaceo ce wing.«.e2 fors penguin as.hens.mw and en / i, 1 p tAl sweat gdtails.ivisio ogena -tadCmpoRefer drawshe,phot:for respdardonsible pieta any devona. 1-14/2015 BC LL 0.0 PSF CA-ENG BFR/GWH I Alpine. s division or In&iedl g Components Group Inc.I c.shelf not espe nlblw for ary e.nation fro.this OREGON ravine. ere,n rell.re to build the truss,n confe.wwwe w,th ANBUTPI /, or Ter handling. snipping. TOT.LO.LD. 45.0 PSF SE AN!TW rAMMNY pnetal lotion,b bracing of trusses,. asp a► QN— 241000 A mot on NIs Arming of Now.pego hating ship drooling. Indlaota .a.apaane.of pr.....lwal e..lna.rIne 9R B.20.114! G frayen.,biilty'solely for the d..1on snow.. The.dltYi Icy—sew of delo drwlp coo any.tMtww I.she V R751 Roam Circle reeaacolbI l sty of tn..II ides.oe.lsy.r per Alal/I.l T sac,:. OL p DUR.FAC. 1.15 FROM FP Sileram lb,CA qWA For tare Onforw.t,ac sea CMOs Job's yw.rsi notes page end these sob alts. • —` ALPINE:wew..Ipineltw,co.:TPI:www.cpinat.oro,RICA:www..bo,nauatry.soft: ICC:www_lecwere.org Renewal Date 0,3012017 SPACING 24.0" J REF- 1 VMD7 1 7 5Z07 THIS DING PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS WR. (1115042-..TIMBER TECH FRAMING -BURNHAM-ASH/ BLDG 1-WEST -- ASH AND BURNHAM TIGARD - C14D) Top chord 2x4 DF-L #1&Bet. 120 mph wind, 43.72 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT I1, EXP B, wind TC DL=6.0 psf, wind BC DL=6.0 Webs 2x4 HF Std/Stud psf. Truss designed to support 0-0-0 top chord outlookers and 3.00 PSF Wind loads and reactions based on AINFRS with additional C&C member �� cladding load one face, and 24.0" span on opposite face. Top chord must design. not be cut or notched. Right end vertical exposed to wind pressure. Deflection meets L/180 In lieu of structural panels use purlins to brace all flat TC • 24" OC. criteria for flexible wall coverings. • Deflection meets L/360 live and L/240 total load. Creep Increase factor Bottom chord checked for 10.00 psf non-concurrent bottom chord live los for dead load is 1.50. applied per IRC-12 section 301.5_ Face of truss Is not exposed to wind pressure. Fasten rated sheathing to one face of this frame. • • 3X5= 0.5 — 3X5SU yfy n a 1(I n —D n T n n -1) 1-6-7 2-6-13 ll r i 4'-B-°i iiiiiiiiiiiiiiii/iii/iiiiiiiiiiiiii/iiiiriiiii/ii//// iii//iiiii/ii//////iiiiiiii/ilii/// 3X5= • Ir 4-5-5 1I_ 24-8-9 • F 29-1-14 Over 2 Supports a1 R=88 PLF U=13 PLF W=28-10-11 R=78 U=27 RL=3/-1 PLF Note: All Plates Are 1.5X4 Except As Shown. Design Crit: 1RC2012/TPI-2007(STD) ,eD PROpF PLT TYP. Wave FT/RT=2%(096)/4(0) 15.01.' . E OA, OR/-/1/1/-/R/- Scale =.25"/Ft. _ Truss Components of Oregon (503)357-1118 •'MHen i"NA+m NC MINA ALL NOTES ON nils oaw((Ief REF R7175- 95736 po 1t ••(samlmr•• wNIONA DNS EaNM(r 10 lire.mlMClans neEmlq THE IIISTAi.Em, a 19576 P _ R25 N 4th Ave,Cornelius O 97 13 a �N. TC LL 25.0 PSF Trusses require extreme care In fabricating. ...idling. shipping. Installing end bracing. Refer to end fells. the latest...Ice of ACEI (Building Component Safety Information. by 191 end*TCA) for safety pr.oc Ices prier /• TC DL 10.0 PSF DATE 12/14/15 to performing these functions. Installers shell provide temporary bracing per SC41. Unless noted etneralse, ed ,04164 top chord Mull have properly attachstructural.heithing and Settee chord Maul have a properly etteCad Ifllig i 1M rigid ceiling. Location.Wuhan for permanent lateral restraint of webs flan have bracing inst.ued per SCSI BC DL 10.0 PSF DRW CAUSR7175 15348191 ,4 �0�� sections 53.07 or 810.as applicable. Apply plates to oath fee.of true,end position.s shown above end a 1 '14/2015 til.b.7::::::... ot OsGlls, —,,,—,,„--„:-..r.,-- ol mac,ecae Mhetri r. a.hr'"1:71:91:1;6°A-1:: o a mall'•1e0A-z far''''''.1:::::r. tanesrd plat.pm hien•. 1 Alplra, a dlvlslon of 1,.Duilding Ceapefld t beoup Ing.pal l roc a remponslble mer.r deviation from.t1,,. OREGON BC LL 0.0 PSF. CA-ENG BFR/GWH drawing. any/allure to build the trues in conformer.*with ANSI/TrI 1,or fpr handl log, shipping, mad AN N1N CONWANY inst.l letIon a beaming of tn..... •9R"•n.20.M1e TOT.LD, 45.0 .PSF SEQN- 241021 r awl en this owning w ower P.S.IIs... NII.*wring ladles!.eases*e of prefamale el engineering rw.paalbltety mately fir ane~go sheen. Tilm suitability end w ef this drnln0 M eery aero Neu a Is the OL(f T Niel Rohm Circle reepwrsOh(ley M tier Bel idle'Donlan.-..-AAsln►1 1 s..B. DUR.FAC. 1.15 FROM FP saalewnld.CA 05525 paw.are Information are this Job's gen.r.l oaten age arm these web alts,: RBIlgw.I 0S1e N3W201T SPACING 24.0" JREF- 1V141D7175Z07 .....::mme.alelnaitw.cow: TP1:wee.epiretw.erg;MICA:w...sb,induatry.tes: ICC:waleeaaf..org THIS DWG PREPARED FROM COMPUTER !NKR (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115042--TIMBER TECH FRAMING -BURNHAM-ASH/ BLDG 1-WEST -- ASH AND BURNHAM TIGARD - C15) Top chord 2x4 OF-L #1&Bet. 120 mph wind, 43.68 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud :W6 2x4 HF #2: DL=6.0 psf. `` In lieu of structural panels use purlins to brace all flat TC a 24" OC. Wind loads and reactions based on MFRS with additional C&C member I'. design. k. Ii Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Right end vertical exposed to wind pressure. Deflection meets 1/180 criteria for flexible wall coverings. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 3X10 o.s __ 4X5EE 1.5X4111 4X5= 4X5s J� $ ,' \\ 2-6-13 1-5-7 r _ .._ _. W6� _ ■ 41-8-0 I 1.5X4111 3X10= 5X5= L 9-2-0 20-5-6 L 4-8-6 >Ic 4-8-6 }1� 4-11-13 'I= 5-1-8 1.1./ 5-1-9 ,I ( 4-11-12 4-8-6 4-8-6 4-11-13 5-1-8 5-1-9 4-11-12 I_2-10-13,1_ 26-8-9 J I< 29-7-6 Over 3 Supports R=282 U=26 R=1682 U=257 W=5.5" R=821 U=126 W=4" RL=76/-30 Note: All Plates Are 3X5 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) , O PROF PLT TYP, Wave FT/RT=2!6(0!6)/4(0) 15.01.Pi_ ri F3 OR/-/1/1/-/R/- Scale =.25"/Ft. Truss Components of Oregon (503)357-_118 ••MARNIMGI•• NEM AND FLOWN AU."Orfs ON DOS IIIDINIIIDI O� %,%C2 in e$•• TC LL 25.0 PSF REF 87175- 95732 _ R 1 ••I�rrAm• AMIN Tilts g1M111II IDOL/aaA1MC1a1M INCLUDING M 11srA.Lne. y 825 N h Ave,Cornelius O 97 13 Trusses require editlo eor FMCSewe core ng Companee hwwhhng, shippormstig. y T01 ingend sea)for s. Refer to i e.prier ,9srsa 7' TC DL 10.0 PSF DATE 12/14/15 the lrforc ng then or nctiI (Building ilers shell 9eprovfety rertnotrar. by TPI+9c MBA) for safety n tedeOther prior to pete,.-d np thew functions. Instol lora chair prwlap temporary Orating per SCSI. Unless..etas etharrlx, top chard shall have properly attached structural ah»U„ng end bottom chore shall haw a properly attached / rigid ceiling. Locations shown for parw,eet 1 h restrain or robs shall haw brwbg Installed per BM a- - BC DL 10.0 PSF DRW CAUSR7175 15348189 A�� aactlons ea. s.a 810. es pool l<abls. Apply plated to paha rete of taws.,.d position n Prawn above and m the Details.unless rotes otherwise. a to drawings 11113A-r for standard plate positions. I '14/2015 BC LL 0.0 PSF CA—ENG BFR/GWH Alpine. a division or In Pu,Id,ey Components Group Inc.shell de responsible ter any deviation from this0 OREGON _ drawing. any failure to build the trues In co,rforemnes with ANS,/TPI 1,or for handling. shipping. TOT.LD. 45.0 PSF AN FTW COMMNY haul loch...A bracing er trusses. v A mei w H.I.drawing of massa pogo lifting this drawing, lndleeeeo eeeapt nee of proffwlangl.nglnwrInd 9 A.Zp,49� t. SEAN— 241003 rooloonolbIlIty ly for two Mel . The d 8351 Raw Ode reapwrelell Ity ar'ethe Nil Ing lgopwr-per hall/PO 1 Sos1 i.ed...w dila arming Per any.trlwta+ 1s ohoRod g 14 DUR.FAC. 1.15 FROM FP Sat(301 rdo,CA'95828 For more in er„ation nee this Job's general notes page and these tab altos: Rengwd Dole N3012017 SPACING 24.0" JREF- 1 VNlD7175Z07 ALPINE:ww.ahebahte.es; TPI:ew.ciAnat.orq: .TCA:ww.etehnduetry.soa% ICC:ww,lecaere.ers THIS DRG PREPARED FROM COMPUTER INPUT (LOADS a DIMENSIONS) SUBMITTED BY 1RUSS MFR. (1115042--TIMBER TECH FRAMING -BURNHAM-ASH/ BLDG 1-WEST -- ASH AND BURNHAM TIGARD - C15A) Top chord 2x4 DF-L #1&Bet, (I) - plates so marked were sized using 0% Fabrication Tolerance, 0 Bot chord 2x4 HF #1&Bet. :62 2x4 DF-L #2: degrees Rotational Tolerance, and/or zero Positioning Tolerance. Webs 2x4 HF Std/Stud :W2, W4 2x4 HF #2: 120 mph wind, 43.68 ft mean hgt, ASCE 7-10, CLOSED bldg, Located (a) Continuous lateral restraint equally spaced on member. anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC 1:1>i°11) DL=6.0 psf. In lieu of structural panels use purlins to brace all flat TC w 24" OC. Wind loads and reactions based on MWFRS with additional C&C member Bottom chord checked for 10.00 psf non-concurrent bottom chord live design. load applied per IRC-12 section 301.5. Right end vertical exposed to wind pressure. Deflection meets L/180 Deflection meets L/360 live and L/240 total load. Creep increase factor criteria for flexible wall coverings. for dead load is 1.50. Calculated vertical deflection is 0.65" due to live load and 0.78" due to dead load at X = 13-4-15. 3X5en 0.s 3X5= 5X5= 3X10 1 .5X4111 3X12= 3X5= — 6X8� - p •---(a� •� a 2-6-13 1-5-7 2 W4 - —�— .• 82 *41-8-0 JL 3X5 ill 3X12= 6X8= 3X5= 3X5= 3X10= 5X7= H0510(I) I- 2- 9- 13 5$4313 5-4-13 5-4-13 5-4-13 5-3-1 1_2-10-13,1_ 26-8-9 J I29-7-6 Over 2 Supports >� R=1333 U=202 W=5.5" R=1333 U=204 W=4" RL=76/-30 Design Crit: IRC2012/TPI-2007(STD) O PROF PLT TYP. 20 Gauge HS,Wave FT/RT=2%(O%)/4(0) 15.01.•y i FS,� OR/-/1/1/-/R/- Scale =.25"/Ft. Truss Components of Oregon 503 357-2118 ••D111NINDI.1 OEM No F5U ALL ELITES EN 11115 CSwllil �G1n�� O TC LL 25.0 PSF REF R7175- 95737 po ••uPONOVA r•• FORAMS TINS MAMMA 1'ALL CoenacM M IA MO=11i(AsrAu.ilO. 825 N 4th Ave,Cornelius O 97113 U' 'fa Trusses require ext[ care in rabr.osti .handling,shipping, installing and bracing. Refer to and fellow - 676P tete.1eteedition of SCSI(Buildleg ComInform...,e,. nt Safety Inform..., py TPI and'rCA) for safety praetioes prier . TC DL 10.0 PSF GATE 12/14/15 to performing these functions. Installers shell provide twyer.ry brwing per SCSI. Unless noted otherwise. top chord shell Mw properly attached structural Meathing and bottom.chord shell Mw a properly wtte hod rigid ceiling. Location show,,for permanent I I restraint of webs shell hew bracing installed per OM /- i BC DL 10.0 PSF DRW CAUSR7175 15348192 A LF11 N thet Rom ai,or.*01 as otell ether. Apply plates to each raceofcrass and position e as shown otiose wd on the Joint O01.11.,unless noted rther«iw. loner tr drawings,Snot for at.e.d Slut.positions. 1 14GON BC LL 0.0 PSF CA-ENG BFR/GWH Alpine, a division of Iris gu.ld.ng eo.penents Crow Inc. moil,not CO responsible for any de.,ietlrn from this /2015 OREGON drawing. way failure to build the truss in conformance with A1SI/Tr1 1. or for handling. snipping. n' - — AN nW COMn4NY Piet.e lotion abrading of trusses. •9 14) >ZRr opft ^� TOT.LD. 45.0 PSF SEQN- 241024 A mol•n help a►a.l,7 or.seer pap.ll.alry qle dfrinIyg, IMI0•tM a.osptarw.M profga►1w..,welnsaring _ r.aprwltls ty rl.ly ftr nue s...gn raw.. 1M suItrlllry a,n.r at u..AYr.e nor a7.wty.1.rut K351 RovanoCucle lMley.r v..g.11dlpg s.1�par ANSI/TPI ,a...t. ��a .N OUR.FAC. 1.15 FROMFP St[lynwMo,CA 95828 For..ore inforwetloo see this Job's general notes page and these.an..to.= ALPINE:www,alpineltw.nnw; WI:.w..tphnt.org%'ICA: eme.tboI dustry.ee.0 ICC:.nw.Jcawfe.org IbmwmICWWWW1V7 SPACING 24.0" JREF- 1 VMD7 1 75Z07 . THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 4 DIMENSIONS) SUBMITTED BY TRUSS'MFR. (1115042--TIMBER TECH FRAMING -BURNHAM-ASH/ BLDG 1-WEST -- ASH AND BURNHAM TIGARD - C16) Top chord 2x4 OF-L #1&Bet. 120 mph wind, 43.64 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psi, wind BC • . Webs 2x4 HF Std/Stud :W6 2x4 HF #2: DL=6.0 psf.In lieu of structural panels use purlins to brace all flat TC a 24" OC. Wind loads and reactions based on MWFRS with additional C&C membe,r 016 design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Right end vertical exposed to wind pressure. Deflection meets 1/180 criteria for flexible wall coverings. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 3X10= 0.5 4X5 1.5X41N HO619I limmi-i 2-6-13 1-1- 7 ~�_ �. r 1N6 v--�r w 4...� 41-8-0 1.5X4IN 4X5E3' 3X10A 5X5 Lc 9-2-0 20-5-6 J 4-8-6 4-8-6 4-11-13 5-1-8 5-1-9 4-11-12 4-8-6 4-8-6 4-11-13 5-1-8 5-1-9 4-11-12 ° .1?-13-- 28-8-9 Ic 29-7-6 Over 3 Supports R=295 U=13 R=1671 U=259 W=5.5" R=819 U=125 W=4" RL=78/-29 Note: All Plates Are 3X5 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) - p PROF PLT TYP. 20 Gauge HS,Wave FT/RT=276(096)/4(0) 15.01.0 rr Sep OR/-/1/1/-/R/- Scale =.25"/Ft. Truss Components of Ore on (5031`357- 118 •eMNATIlMOt s'REID Aho FAWN Au.NOTES ON 1NIS mulruitt C31l e4‘ 825 N 4th Ave,Comei�lB OR 97113 ••uTRNTAv FURNISH 1111SwlS,N•TO ALL 1RNINACTRNS 1"021°1"°NE INSTALLERS. Q "e y TC LL 25.0 PSF REF R71?5- 95733 Trussn require eatrwe bare In fabricating.handling. shipping. installing and bracing,refer to and follow 19576' Via,.tent edition of.CSI ,., lintel lets boll provide tewporary brrleg per SCSI. Unless toted otherwise, op chord shall have properly attached structural sheathing and bottom chord shell hove a properly attedwdilk rigid Conning. Locations shown for permanent lateral restraint of wets shell have bracing Installed per SCSI ( BC DL 10.0 PSF DRW CAUSR7175 15348190 A ^� tions It,.eT a 6to. es applicable. Apply piaci to•.0 foe. t ..and position w shown woee and on 1 14/2015 PIN the Joint Details. unless noted otherwise. Refer to drawings 16Rp-Z for atanMard late positions.p "" BC LL 0.0 PSF CA-ENG BFR/GWH Atpw,•dlvlslwn o1 I7R all Idl.g CcaparMwts croup Inc.shall not.br reeponelble rot any OwlKlon fres thle OREGON _ dnote Il any 0 M....to,oro the tr.ne tonfsfwene.with AR61,Tp1 ,.er far h.hdl i,q, ,hipping `� TOT.LD. 45.0 PSF SEAN- 241006 AN RW COMPANY rostel Inose S nrwe lrg pr crosses. 4.20 19 wool en!hi.drawing or who►.S•I IN1N this drwlne. Inalwt.S wwptww.r pr.f...lwwt•wple..ring r..p.wlbhllcy=wly fir who Mier.howl. T2s wh8Mll1s,who w•f this drawly far why strrsww le w �‘f1.61014DUR.FAC. 1.15 FROM FP Si31 RwslwCirck rnpwl.lblilty or the%I Win.Deohg,wr'per M51/11.I t Soo.:. __._ Sacramento,CA 95KiR be For more infe.wetien see thin Jogenera'notes page wed thee*aeh a RgINwN Dst�617013017 SPACING 24.0" JREF- 1VMD7175Z07 Stella:gime alpineite.cw: Tet: ploot.org;RTC:ww.sbcrnMntry. : ICC: wwwr.ldessre.org _ 1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS IFR. (1115042--TIMBER TECH FRAMING -BURNHAM-ASH/ BLDG 1-WEST -- ASH AND BURNHAM TIGARD - C16A) Top chord 2x4 DF-L #1&Bet. 120 mph wind, 43.64 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #1&Bet. anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC \''‘;) Webs 2x4 HF Std/Stud :W2 2x4 HF #2: DL=6.0 psf. 145 (a) Continuous lateral restraint equally spaced on member. Wind loads and reactions based on MWFRS with additional C&C membeIi (2,,,‘,/ design. In lieu of structural panels use purlins to brace all flat TC 0 24" OC. Right end vertical exposed to wind pressure. Deflection meets L/180 Bottom chord checked for 10.00 psf non-concurrent bottom chord live criteria for flexible wall coverings. load applied per IRC-12 section 301.5. Deflection meets 1/360 live and L/240 total load. Creep increase Calculated vertical deflection is 0.66" due to live load and 0.80" due factor for dead load is 1.50. to dead load at X = 14-8-4. 3X5- 5X5= 3X5= 3X10 1.5X4 III 0.5 _ SXSS 8X8 3X10 3X5 - :_ ) 2-6-13 1-4-7 ri 3X5 NI 8X8= 3X12= 3X5= SS0514= 5X5= 5X7= W2 3X5 1 5-0-0 5-0-0 1` 5-0 0 5-0-0 4-10-0 4-11-12 4-11-12 4-9-15 0-10-13 I-_I- 28-8-9 _1 29-7-6 Over 2 Supports R=1333 U=201 W=5.5" R=1333 U=206 W=4" RL=78/-29 Design Crit: IRC2012/TPI-2007(STD) EO PROj PLT TYP. 18 Gauge HS,Wave FT/RT=2X(096)/4(0) 15.01.0 ` c. OR/-/1/1/-/R/- Scale =.25"/Ft. Truss Components of Oregon (503)357-!118 •'WARNINISI••ROO IgM MELO,ALL■ ES a THIS o1wIM01 9 7 5�F uts 825 N 4fi Ave,Cornelius OR 9713 "I 'W*t' FURNISH"ns°"�1"°'°ALL a"r""c'°'s Hllxu°u°'"e INSTALLERS. 49675' + y TC LL 25.0 PSF REF R7175- 95738 Truswea require extreme ars in fabrleeting.handling, shipping. Instal l ip end bracing. Refer to end.elle. TC DL 10.0 PSF DATE- 12/14/15 the ieteet edition of SCSI (Building Component.Safety Information.by IMI end.r fer s•facy prk:ticoe prier ' to performing these function, Installers*hell provide tdperery besting per SCSI. Unless rated other... �• top chore shall have properly attached structural w.chlng and bottom chord.nail nese a properly attached /- % BC DL 10.0 PSF DRW CAUSR7176 15348193 gid comm. Lecetlon&Mien for permanent lateral restraint of webs shell trove bracing Imtelled per KSI ALM N the Join pl. 11 or salads se noted other. Apply plates wing face truss end position.,shown ion above and on 1 1414015 tToehe Joint pdivisa.io anUoas noted ding Coiwe. Refer loc.drawM 100o_:farresstepdisrdonsible pieta ph.itlieti 0 OREGON BC LL 0.0 PSF CA-ENG BFR/GWH I a. Alpine,s division of Ile Building truss in con Grow Unna. *null not be for for lh n for any owing,wh from this erwl.g. why failure co build the ermw* in conformance with ANSIiTrI 7,w for handling,shipping,AN 17W COMPANY Instal laden A bracing.f tree.... 14 •o.tare N*, TOT.LD. 45.0 PSF SEQN- 241027 v A...1 a thin droning K esv.r p.p.listing thin...wing. Indiwt a nnwpteiwc of pr.fw.l.wl.n.ln..rl.. respeno MI Rim=Cade meponal*illeyy....Ply the Staining�lgner aSI/TEI i"See i end "".f`d la...ming fon w,.trwtiw.I.the ' DUR.FAC. 1 .15 FROM FP Sacramento,CA 951128 For mere nnfenme nwh t"'e,ob'a general oan Mften page d these woe*':fee` R.1,°"rD'n°aan017 ___ 1 Atm(,*ww.alpleeitw.cem�Tpl nww.tpinet.erg: OTCA. .ebelustry.een: ICC: .IeesHm e. y SPACING 24.0JREF- 1VIIID7175207 THIS DIG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115042--TIMBER TECH FRAMING -BURNHAM-ASH/ BLDG 1-WEST -- ASH AND BURNHAM TIGARD - 01) Top chord 2x4 DF-L #1&Bet. :T1 2x6 HF #2: :T4 2x10 DF-L SS; Negative reaction(s) of -362# MAX. (See below) from a non-wind load case req Bot chord 2x4 DF-L #2 :83 2x4 HF #2: uplift connection. Webs 2x4 HF Std/Stud :W2, 88 2x4 HF #2: :W10 2x4 DF-L Std/Stud: (•") 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 120 mph wind, 43.34 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP 8, wind TC 01.6.0 psf, wind 8C 01.6.0 psf. Wind loads and reactions based on MFRS with additional C&C member desig . (a) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load plied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Calculated vertical deflection is 0.47" due to live load and 0.72" due to dead load at X . 13-1-6. Top chord overhangs have been checked only for loads as indicated. Overhangs not checked for man loads or long-term deflection. NOTE: Calulated overhang deflections at right end with scab attached Meets 1/180 total load deflection criteria. (S) 2X10 X 14'0" DEL #1 or bettter scab. Attach scab to top chord as shown with three rows of 10d box nails (0.128"X3") at 4" o/c In each row. • H1019= 4X8 0.5 _ 6X10= 4X5- 5X7= _ 0.5 3X7 III Ti (aS a ,a"r--_ (S) 3X5(**) III T4 2-2-0 1-4-0 I _��—��'_ 1 _ ��.. --��`„ ��\ 8X80`)_ "2 a) 8X8- H0508= 4X16= 6X10w1 3X10= B3 4X8= �3-10-8 28-10-6 (j >I< 6-8-12 SIS 8-2-8 ) L 6-6-11 Ali 6-8-7 yl' 6-8-7 sl. 6-8-7 ,I 5-Z, 6-6-0 ds-s-11 6-8-7 6-8-7 6-8-7 -5-z 6-6-0 (_ 19-11-9 _I_ 15-7-9 ,1 E....": 35-7-2 Over 3 Supports D{ • R=1444 U=341 W=5.5" R=2236 U=333 W=5.5" R=908/-362 U=545 W=5.5" Design Crit: IRC2012/TPI-2007(STD) , O PROp4. • PLT TYP. 20 Gauge HS, ITWBCG Wave FT/RT=276(096)/4(0) 15,02.1;, 46 OR/-/1/1/-/R/- Scale =.1875"/Ft. Tn,ss Components of Oregon `503)357-2118 "IARMI/Ecl""READ Na FRIERS ALL Rom au inn owsamsi OINF 825 N 4th Ave,CRxneiilu OR 97113 •'ar(RTANr•• dial THIS g1•mi(o m Au CONTRACTORS i1AlWiie Tia INSTALLERS. l4 l�,Q Z TC LL 25.0 PSF REF R7175- 65066 Tr...s.,redwing.ecce . In fabricating.hadling, .hipping. installing and besting.Refs to and folles %78 qr TC DL 10.0 PSF DATE 03/18/16 Ges 1.cest edition of SCSI ((Wilding Co.p....nc Safety Information. by TPI and.rcA)for*-racy practice.prior • o performing Gess.functions. Installers shall providevaporer,heeling per(CSI.nava need otherwise. �h top chard shall hove properly attached structural sheathing end gottam chord shell n a.properly attached rigid ceiling laatlpn,roan for p..maen.t laurel restraint of webs bail need bracing rnesteued per(cel , BC DL 10.0 PSF DRW CAUSR7175 16078002 A .PliN V thea los 8°a Illof ar ss applicable. e.Apply Phaco to ween face kefee w.ani position of bad .bow and this 0 ;n0 6 the hint 0.t.1Is, unr II meed.Garen». Rorer to drawings,•RA-:for aad.rd pieta P..ht.ow BC LL 0.0 PSF CA-ENG GWH/GWH Alpine. . ,sir„or nx Building Components ern.Inn. shall r roap.rarble r any deviation from t OREGON drawing. any failure to wild Gw truss ,n conformance with Nal/1P1 1.or for handling. ah,rpprne, AN RTW ConAIiWY teeter lata.•erose'.r true.... 10 v TOT.LD. 45.0 PSF SEAN— 250657 A soil en oilo armies er dews.peg.I lKiro tei•droning, prime.o r wptte of pr.rseele.ml ergRhes•ring a.20.ie — _-_- responsibility.el.Iy for is session se,.,. Tem meltability o w.r tele drawing Pb.w...snorter.I.the x3slR vauCuck responsibility or tees Building Designer per ANS141.i 1 Pma, 0i_ ii fj�j,N� DUB.FAC. 1.15 FROM FP Sttfm.ma,CAo58Li For ma information ala tine job's'snare,note* aav . pogo d crave .b ALPINE,w,.e.a.p,oea..com. TP1;www.tprmc.rg;wend:aww.sbcinee.cry.00m. ICC,ww.Iccww.oeg e*Ammo aa(12017 SPACING 24.0" JREF- 1VP27175Z02 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115042--TIMBER TECH FRAMING -BURNHAM-ASH/ BLDG 1-WEST -- ASH AND BURNHAM TIGARD - D1A) (/ Top chord 2x4 DFL #1&Bet. :T1 2x6 HF 42: :T4 2x10 DF-L SS: Negative reaction(s) of -3634 MAX. (See below) from a non-wind load case raqu Bot chord 2x4 HF !1&Bot. :B3 2x4 HF #12: uplift connection. Webs 2x4 HF Std/Stud :W2, we, W70 2x4 HF s2: (•') 1 plate(s) require special positioning. Refer to scaled plate 120 mph wind, 43.34 ft mean hgt, ASCE 7-10. CLOSED bldg Located anywhere in plot details for special positioning requirements. roof, RISK CAT II, EXP B, wind TC DL-6.0 psf, wind BC 6L.6. O psf. Wind loads and reactions based on MWFRS with additional C&C member design, (a) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load appl Deflection meets 1/360 live and L/240 total load. Creep increase factor for dead per IRC-12 section 301.5. load is 1.50. Calculated vertical deflection Is 0.49" due to live load and 0.79' due to dead Top chord overhangs have been checked only for loads as indicated. Overhangs not load at X . 13-1-6. checked for man loads or long-term deflection. (S) 2X10 X 14'0" DFL #1 or bettter scab. Attach scab to top chord as shown with three rows of 10d box nails (0.128"X3") at 4" o/c in each row, NOTE: Calulated overhang deflections at right end with scab attached Meets 1/180 total load deflection criteria. H1019= 6X10= 5X7(R) 5X7= 8X8= T1 0.5 5X5= 4X12=— °•5T (S) ----- -- 2-21-0 1-4-0 ��^�� WLL �I — K ��\\\�� 1-6-E 1 t ( 1 ` ='� __ '� 1. 41-8-0 3X5111 W2 8X8= H0510-- 4X16= 6X10= 3X10— 83 (a) 3X5(•"`) Ili {c 28-10-6 L--6-8-12 >I.< 8-2-8 1 I` 61 s 6- 111 'fa 6-8-7 'f` 6-8-7 Aim 6-8-76 6-6-060 -I L- 19-11-9 15-7-9 I[ 35-7-2 Over 3 Supports R=1151 U=174 W=5.5" R.2255 U=352 W=5.5" R=505/-363 U=529 W=5.5" Design Crit: IRC2012/TPI-2007(STD) s PR. PLT TYP. 20 Gauge HS, ITWBCG Wave FT/RT=2%(0%)/4(0) 15.02. 10 • Fs OR/-/1/1/-/R/- Scale =.1875"/Ft. Truss Components of Oregon (503)357-2118 •91ARNINGI.•READ NO FOLLOW ALL INNS ON ISIS OWNING! ` �d`nf F� ��0 825 N 4 ti Ave,Cornelius OR 97113 "IraoWTm°° 'NNIS"TRIO°wln"D TO AL'.°wIFFINC ON I'lo-'"u°"IL usTALLEAS. I1 Z IC LL 25.0 PSF REF 87175- 65067 Tru.».require.acro..Gare In fabricating, handling, shipping. installing and bracing.u.r.r to.d fallow 19576 / TC DL 10.0 PSF — tho latest edition of SCSI (Building Component Safety hlror,rtlon.by TP1 ono'RCA) for sanity practices prior DATE 03/1 8/1 6 to perrarmira these functions. instal lora shall provlM temporary Bracing per DCCT. Unless noted OciwYal«, /OF' l' , .�-, ,4111661/4 top chord ell hoproperly.Cteched.trntto,.l .e. nend r bott,,m chord shall hove.properly stt.tb.e BC DL 10.0 PSF QRW CAUSR7775 16078003 Gsw rigid ceiling. Locations darn for pa*lateral restraint.of webs ebe1I hove bracing Metalled per 1X31 1 eectlw.83, Nor 810, us.pp1mab1.. Apply plot.,to seen rote or trims ono position a+show'above and m /� N ,� t1.Jalntot.mI.,oil..,noted.uh..i... wr.r t. dr.wing.16OA-Zofer.t.pdard Pl.t.po.ltia,„. 0 :/20 6 BC LL 0.0 PSF CA-ENG GWH/GWH f=1L,..7311:1 Alpin . u or IIr W,lheng Co ponants troop ince .0011 /1 ro+pone.bl.for say dppiatlan rr,wl u,1♦ droving. any failure to build t,.to.a.,r,vynIor..,:a.,tb AN81r1P1 1.or r.r tu.aI„hg. shipping. - OREGON AN ITW COMPANY instal IatIon t br.eing ortrusses. .+ TOT.LD. 45.0 PSF SEON- 250655 A 01.n ah1*dr.nhq on .r sonar ppm luting thlb dr_in? Ihdla tor. .ptmnb.•r Pr. iMH1 owns*,Intl 14 Vea . ,20.'19e” `` -- — ....—.-_...----- 8351 RovaD Circle r.apr.lbllley adI.ly far Cm Malin ohms. In.sultansultantry and hawfar .or thin claming faraertoow.le w O j , w.N DUR.FAC. 1 .15 FROM FP h.ap+rlNlicy a slm aliens orlww per Nal/TPI 7 Seel. 2. o.CA 9582% for more Informations.this Job's gen.rai notes page and tn.,.web site,: ALPINE: www.alp,nsltw.00..TPI:w.w.tpin,e.org:PICA:www..boindvetry.eow; ICC:waw.leco.r..org SPACING 24.0" J REF- 1 VP27 1 7 5202 aenawa elDIJ017 _ THIS DWG PREPARED FROM COMPUTER INPUT (LOADS B DIMENSIONS) SUMMED BY TRUSS MFR. (1115042--TIMBER TECH FRAMING -BURNHAM-ASH/ BLDG 1-WEST -- ASH AND BURNHAM TIGARD - D1AG) Top chord 2x6 DF-L 2400f-2.0E 2 COMPLETE TRUSSES REQUIRED 1 G Webs 2x4 HF Std/Stud :W2, W10, W12 2x4 HF #2: Nail Schedule:0.131"x3", win. nails Top Chord: 1 Row P12.00" o.c. Special loads Bot Chord: 1 Row • 6.50" o,c. (Lumber 35r.Fac.t1.0. / Plate 5ur,Fea.. 9) Webs 1 con a w" o.c. TC- row 35 pelf at 0.00 to 35 pelf at 32.96 Use equal spacing between rows and Stagger nailsTC- From 70 plf at 32.96 to 70 plf at 35.09 in each row to avoid splitting.BC- From 10 p1f at 0.00 to 10 pIf at 32.96 4" o,c. spacing of nails perpendicular and parallel to BC- From 20 plf at 32.96 to 20 plf at 35.09 grain required in area over bearings greater than 4" BC- 270.00 lb Conc. Load at 20.96,23.03,24.96,26.96 PLB- 294.99 lb Conc. Load at 0.96.41.71) Negative reaction(s) of -1101* MAX. (See below) from a non-wind load PLB- 281.55 lb Conc. Load at 2.96,41.71), (12.96,41.71) requires uplift connection, PLB- 288.85 lb Conc. Load at 4.96,41.71) PLB- 290.80 lb Conc. Load at 6.96,41.71), (10.96,41.71) (") 1 plate(s) require special positioning. Refer to scaled plate PLB- 306.80 lb Conc. Load at 8.96,41.71) plot details for special positioning requirements. PLB- 400.91 lb Conc. Load at 13.58,41.71) PLB- 275.63 lb Conc. Load at (14.96,41.71) 120 mph wind, 43.42 ft mean hgt, ASCE 7-10, CLOSED bldg Located anywhere in PLB- 260.41 lb Conc. Load at (16.96.41.71) roof, RISK CAT II, EXP B. wind TC 01.6.0 psf, wind BC DL.6.0 psf. PLB- 269.80 lb Conc. Load at (18.96,41.71) PLB- 1359.82 lb Conc. Load at (30.96,41.71) Wind loads and reactions based on MFRS. PLB- 2071.64 lb Conc. Load at (32.96,41.71) (a) Continuous lateral restraint equally spaced on member. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Calculated vertical deflection is 0.47" due to live load and 0.61" due to dead load at X e 9-10-0. 4X12 4X8= 3X5= 0.5 - 3X10= 5X5= 3X12= 4X12= ods 3X5= 8X8 W2 _ T + r (a) CO W1 - I _ - 1-6-3 2-2-0 1-4-0 �Targ■ 441-8-0 r_ �. 8X8= 4X8(R) III 3X5= 1012= 3X12 5X7.- 3X7("r) III 3X12= 3X10111 28-10-6 6-8-12----).1 4-11-0 r K 5-0-12 x IE 5-0-12 I 4-11-0 F. 4-11-0 4-2-9 1 3-11-3 (,Z-6-14 4-11-0 5-0-12 5-0 -12 4-11-0 4-11-0 4-2-9 r1x }3-11-3 -6-1 Le 19-11-9 •_j_ 15-7-9 _1 35-7-2 Over 3 Supports >{ R=2906 U=372 W=5.5" R=7479 U=1179 W=5.5" R=-1101 Rw=76 U=302 W=5.5" Design Crit: IRC2012/TPI-2007(STD) , CIPROF PLT TYP, ITWBCG Wave FT/RT=27.(0%)/4(0) 15.02. '' ' • 6:9 OR/-/1/1/-/R/- Scale =.1875"/Ft. Truss Components ofOreon (503)357-.1I8 "MINING I"mN7 AID raLn eta Boris cm iris gBAg1gB1 �1KFREF R7175- 65075 825 N 4th Ave,Cornelius OR 97113 ••I T'n•' MANIAS THIS ownm re ALL oo I1MCTan iecumiim ME U ThU,Sas. 0 !� l�� IC LL 25.0 PSF Trusses reeeir..at..ma care in rabrltatl,g. handling. shipping. Installing and bracing.S.N..-to and ra u. 19575 .....latest..It1a.or SCSI (Building Component Softy Information, by TPI or.VTCA) for..rety...coo prier r TC DL 10.0 PSF DATE 03/18/16 to perfer.l.g those ruction.. Installers yell provide t..por.ry bracing per SCSI. Unl..s notal otlerwl... tap e.ord.hall naw M properly act....structural . .th,ng P08 bottom chord.hall have is properly attached rigid coiling. Locations shown max p.rmr»lit lateral reatrshnt or we.*hell mon bracing Install..per Btsl 60 BC DL 10.0 PSF DRW CAUSR7175 16078022 IUD tions 83, 87 or 810. appllcoale, Apply place*to..e"roee or crass and podium le.,..s Mown a «w on AIIU ... sections .s-Wins genal!., 8nlass noted otherwise. R.rer to.wings 18M-2 for starerd plot*positions. 0 :/2O AlpWildinge. .division or 118 Wilding Coogan..Group Inc..bell not be responsible for any deviation from OREGON BC LL -- 0.0 PSF CA-ENG GWH/GWH drawing, wry r.,lu,e to build Um tri...,n oonre,.e,.,,with ABSI/TP1 1. or r,r le,wung. snippily, A' AN rrW COMPANY A owlac,lacks,.I, droning or ower pogo listing ttlis dewing. Ingi..toe.spe....T pr.n..lml.l.n.ln..rmng 7 "a i0, TOT.LD. 45.0 PSF SEQN- 250653 responsibility telely for the design mown. rhe suitability end mac r this.rahr11 fee on,.truster. Rp N� DUR.FAC, 1.15 FROM FP 8351 R,n=Circle reoponwibl lisp ...f mWilding Sn. ..lgr per ABW ...s. si I 1 era. s.11.ea io,CA9sxlB For ear* '"r""e"°""e`"'*'`b'g"e" '"'°'"w chem. SPACING 24.0" JREF- 1VP27175Z02 ALPINE: .aupl.oltw.cow: TPI:*v..tpinst.org:R1CA:w...tbclnd,try.coe: ICC, dew.lccsare.org Renew.w]g171)17 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS a DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115042--TIMBER TECH FRAMING -BURNHAM-ASH/ BLDG 1-WEST -- ASH AND BURNHAM TIGARD - D1X) Top chord 2x4 DF-L #18Bet. :T1 2x6 HF #2: :T4 2x10 DF-L SS: Negative reaction(s) of -3629 MAX. (See below) from a non-wind load case re res Bot chord 2x4 DF-L 92 :B3 2x4 HF #2: uplift connection. Webs 2x4 HF Std/Stud :W2, W8 2x4 HF #2: :W10 2x4 DF-L Std/Stud: (**) 2 plate(s) require special positioning. Refer to scaled plate de.- \7 plot details for special positioning requirements. 120 mph wind, 43,34 ft mean hgt, ASCE 7-10, CLOSED bldg Located anywhere in roof, RISK CAT II, EXP B. wind IC DL=6.0 psf, wind BC DLa6.0 psf. Wind loads and reactions based on MWFRS with additional CAC member dash (a) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load pplled per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep Increase factor for dead load is 1,50. Calculated vertical deflection is 0.47" due to live load and 0.72" due to dead load at X . 13-1-6. Top chord overhangs have been checked only for loads as indicated. Overhangs not checked for man loads or long-term deflection. NOTE: Calulated overhang deflections at right end with scab attached Meets L/180 total load deflection criteria. (5) 2510 X 14'0" DFL #1 or bettter scab. Attach scab to top chord as shown with three rows of 10d box nails (0.128"X3") at 4" o/c in each row. • H1019= 4X8= 4X8= 6X10= 4X5= 5X7- _ 0.5 3X7 III o'S - T4 (S) T1 _ �e.� T = ]t .....0.WW1... . ,...., 8X8(**)= CW.2-1-C;(8,-=-- H0508= 4X16- 6X10 1.9 B3 (a) • w10 3X10= 3X7(**) Ill LE-3-10-8-,---I< 28-10-6 >I< 6-8-12 »J.c 8-2-8 ri 6-6-11 6-8-7 6-8-7 6-8-7 -5- 6-6-0 6-6-11 6-8-7 6-8-7 6-8-7 -5-2 6-6-0 L, 19-11-9 _I_ 15-7-9 _I 35-7-2 Over 3 Supports >] R=2236 U=333 W=5.5" R=1444 U=341 1N=5,5" R=908/-362 U=545 W=5.5" Design Crit: I RC2012/TPI-2007(STD) .D PROPS, PLT TYP. 20 Gauge HS, ITWBCG Wave FT/RT=2%(0%)/4(0) 15.02.0. •• .�F: �p OR/-/1/1/-/R/- Scale e.1875"/Ft. Truss Components of Oregon (503)357-2118 ..IUMNIMctea SLAM AM)FOLLOW ALL MOILS ON ISIS MINNS! O� CO TC LL 25.0 PSF C 825 N 4th Ave,Cornelius OR 97113 *e1NPORTAMT*e AMISS lin=PRIM TO ALL COMIm1Ci00 MNRWNIS TIE INSTALLERS, 0 '�� y REF 87175- 65072 Trd...,require Pare.tare.n 0 Component horn i g. snipping. installing e.d brach q.here.-to ww TC DL 10.0 PSF DATE 03/18/16 the latest edition of SCSI (Building Co.ponent Safety Information.by TPI and MICA)for safety practices prior to performing Chose functions. installers 9.11 ProvlW temporary WKing per BCS1. Vol...rated otfrr.l w, , op cord Nall nave properly attached strumaarai sheathing end etch..chord shall hese a properly metadlyd BC DL 10 0 PSF DRW CAUSR7175 16078021 i rigid oti nsi 1.11p. soeael.n.shown ppl ror....,Apply plates restraint a feta sa haw bracing00 installed per Be sl "4 1" .PH .. .actions By. 07Details, or eta. ea noted iothl Apply Refer to td wing fete of fortruss and prdait to as shown.cove and m --^ — O �Al Joint 0..I.,. et II Wil Ong Composrwise. is Gr up drawings MA-7 forstandardplat.pb.lt..m. 0 :120 6 BCLL 0.0 PSF CA-ENG GWH/GWH P. Alpine, .di ui e.w,of Ill.Wilding ccipdirnts Group Inc.shell not be responsible for we V. el.dn from to OREGON ng. ply re.i.ro td Wild the truss In conrorno 9/ n with 51/,PI 1.or for handling. Nipping. A: feet AN ITw COMPANY I...on a bracing of trusses. e9 v+R zrt.*ode TOT i LD, 45.0 PSF SEQN- 250659 62 A el an this drawing or ewer Bis. thi 11.Cine s Ar..Iindigoes*, indigoes* w es*d.eperof pr.fwww lwi a..NM. IlIg .e ----- - - — — .'n .l.11ity eelaly fen the design S . The euItsaltlty end mee of hale wowing Dor aro.etr..at..e is the MOLT,ww•V OUR,FAC. 1 i 15 FROM FP E351 Ngt3q Cock resprlbl llay.f the Sollars D..lwwr p.' I/IPI ANSI S .S. — sr,>Ntw.cAYSAIA ALPINE:w Foe 1pi It:«`TPI www.tpinst or9:rU::: stis o. «'�'.i....r..oro Raliwiwee9WIM7 SPACING 24.0" JREF- 1VP27175Z02 THIS DWG PREPARED FROM CONFUTER INPUT (LOADS&DIMENSIONS) SUBMITTED DY TRUSS MFR. (1115042--TIMBER TECH FRAMING -BURNHAM-ASH/ BLDG 1-WEST -- ASH AND BURNHAM TIGARD - D1X1) Not chord 2x4 OF-I. 42a B3 2x41 HF #2: 42: :74 2x10 DF-L SS: 2 COMPLETE TRUSSES REQU I RED 1 ` L Webs 2x4 HF Std/Stud :W2 2x4 HF 02: Nail Schedule:0.131"x3", min. nails :11112 2x4 OF-L Std/Stud: Top Chord: 1 Row 012.041" o.c. �� Bot Chord: 1 Row 012.00" o.c. Special loads Webs : 1 Row 0 4" o.c. '^� (Lumber Dur.Fac.-1.60 / Plate Dur.Fac.=1.60) Use equal spacing between rows and stagger nails 1y(, TC- rom 20 plf at -3.87 to 20 plf at 43.80 in each row to avoid splitting. BC- From 20 plf at 0.00 to 20 plf at 35.59 TC- -2500.00 lb Conc. Load at 24.92 Negative reaction(s) of -4490 MAX. (See below) from a non-wind load cat requires TC- 2500.00 lb Conc. Load at 26.67 uplift connection. PL - 2500 lb Conc. Load et (26.68,43.51)[357.6 deg] The maximum horizontal reaction is 24980 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. (") 1 plate(s) require special positioning. Refer to scaled plata plot details for special positioning requirements. See subsequent pages for member forces and load case information. 120 mph wind, 43.34 ft mean hgt, ASCE 7-10. CLOSED bldg Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC 1=6.0 psf. Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets 1/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 1012= 3X5= 4X5(00) o.s — 6X10= 3X5= 5X76 4X5= 0.5 4X86 T4 a---- -e------ _I - — f i B3 1 418-0 3X5111 4X8= 5X7m 3X10- 4X5= 5X7 4X5 s 3X71U �3-10-8 41. 28-10-6 W12 >1< 6-8-12 8-2-8 - 1-9-0 E4 6-6-11 6-6-11 6-8-7 PiW 6-8-7 6-8-7 4-11-71-9-0I2-5 -2 -I6-6-0 6-6-0 19-11-9 15-7-9 i< 35-7-2 Over 3 Supports >I R=1425 U=338 W=5,5" R=2342 U=347 W=5.5" Rh=2498/-2498 RL=1878/-1878 R=869/-449 U=545 W=5.5" Design Crit: IRC2012/TPI-2007(STD) .EO PROS PLT TYP. I TWBCG Wave FT/RT=290 O% /4 0 15,02.0 ( ) ( ) �• S, OR/-/i/1/-/R/- Scale =.1875"/Ft. Truss Components 0 Oregon (5O3)357-2118 „1 •'*�NINci IN Imo AR N TO LL roles as THIS gwwsl C? 401 E.,e. �� REF R7175- 65074 825 N Oh Ave,Cornelius OR 97113 rYM/rN THIS Owlro To PLL aNnrrcTBo INCLUDING 711E INSTALLERS. TC LL 25,0 PSF Trine.repair*...croon ngw an.arm in fabricating.bridling, snipping, metalling ern bracing.Refer a follow 1 75 9 the latest editionof SCSI (building mmpan.nt corny Information, by TPI one.Tw at,...proof for safety prria, TC DL 10.0 PSF DATE 03/18/16 d performing Enos.functions. m etallere Ytell provide temporary bracing par SCSI. bolos.noted otherwise. cop chord Mail have properly ettacrmd structural pi=nning end bottom chord shall tub.properly actathed / rigid ceiling. Loo.trons shrew for permanent lateral reStralnt of mobs shall hove bractrg metalled per BCS( �� BC DL 10.0 PSF DRW CAUSR7175 16078023 acthp,.B).B7 cr..,,,,,:::::::.,:.-=...-p. ID.en acpllaebe.. Apply plea..to..on tee.or cru..end pcoIticn a.uwwn.ba..and an 0 :/20 6 1 N ala T»tere., uof11 noted ang Coos.. Refer td Ins.ing,lane_[for stenderd plat.any deviation nit BC LL 0.0 PSF CA-ENG GWH/GWH f=11 �wing, a d,.i lur dr Ira a nidi g trues . con cramp.with gall b.for Re',bl.far=y ipping,dn from t OREGON drawing. illy r•Ilure co wild nm truce ,n croro.mr.ca.,to ANsl�ml 1. or far ro+.dr iry. shipping. 0 AN RW COMPANY metal l.tian A bracing of tro..a.. •1 t10.20,'944 .f TOT.LD. 45.0 PSF SEQN- 250665 A Wl on shill arming'or older BOB.listing Ohio drawing', hallow...a..re.m..r pr.M.lwrl engineering responsibility w.l.iy Per w flan.shown. The.ult*liicy era/we..f thl.drwing for am structure Ione. 0L. i ,�� BUR,FAC. 1.15 FROM FP —p.n....,x351 Revs CirCirc —p.n....,.f the Building B..Ivi.r per Mi$ifIPl.See.x. Sacramento,CA Y5828 For mare informationgeethis Job's manor.) a page and t ed. ^-- ALPINE: w..iPlnritww .c ; TPI mwm.:alwt.arg;fru:wwe.abc.nu.stry..coe:won ':m. wicc.ef..arg RovewsONIZl7 SPACING 24.0" JREF- 1VP27175Z02 THIS DIG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED SY TRUSS MFR. (1115042--TIMBER TECH FRAMING -BURNHAM-ASH/ BLDG 1-NEST -- ASH AND BURNHAM TIGARD - D2D) Top chord 2x4 DF-L #1&Bet. :11 2x6 HF #2: :T4 2x10 DF-L SS: 120 mph wind, 43.34 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 :B2 2x4 DF-L #2: anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud DL-6.0 psf. Truss designed to support 0-0-0 top chord outlookers and 3.00 PSF Wind loads and reactions based on MWFRS with additional C&C member cladding load one face, and 24.0" span on opposite face. Top chord must design. not be cut or notched. See DWG GBLLETIN1014 for gable wind bracing requirements. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Top chord overhangs have been checked only for loads as indicated. Overhangs not checked for man load. (S) Add 2x10 x 18-0-0 DF-L SS scab to be attached to one face of top chord with 10d (0.128"X3.0") nails at 6" o.c. • --10-3 9- 4X5= SX10(R) ill 0.5 _ 5X5= 5X7= o s (S� 2X4 III _ T1 • 11+�...��►��w \\\\\\\\\\\\\\\\\ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\VI 2-2-0 1-4-o i '�M M� � � pm .,......w, 1_ : ., B2 ■■ r = 441-8-0 3X7 ill 4X8= 4X8= 3X5= 3X7111 1.. 3-10-8--).1 8-8-8 J 6-0-0 19-11-9 9-1-9 2.1< 6-0-0 'I L. 19-11-9 15-1-9 1 I 35-1-2 Over 2 Supports R=1321 U=654i=5.5"R=93 PLF U.,19 PLF W=29-3-14 R=1321 U=657 W=5.5" Note: All Plates Are 1 .5X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) o PROF PLT TYP. Wave FT/RT=296(096)/4(0) 15.01.r4 ,ti " FS OR/-/1/1/-/R/- Scale =.1875f1/Ft. "swim REM Nig POLLOO ALL MOTES a 1NI3.MINl.I 11a Truss Components of Cornelius 1503)357-9713 ;MIR C3 F • 825 N 4tlt Ave,,qvc,Canehus OR 97113 "N a""NM'Nls°""m"°T°ALL awlalc'°'a INCLUDING TM'Na*"uENe• Cy t� F.p TC LL 25.0 PSF REF R7175- 95742 Tr00na rop,ira extreme care In fabricating,noodling. shipping. Installing and brewing. Refer to follow ��' the latest edition of SCSI RN,Nimil Sara[],Inrerwmtlon, by IPI and RICA) cm,:.racy erectile.prior • /r TC DL 10.0 PSF DATE 12/14/15 to per-remains these function.. Inntellers snail provide temporary breeing per.CSI. Unless noted otherwloe, cop chord shall have properly attached alfuetur.l...thing and bottom chord Mall have•properly ettaclq,l rigid cel llrg. LoCatlena Sheen for per.a,ant lateral reetrelnt of Stas.hell home bracing instal led par Ott � 116. - BC DL 10.0 PSF DRW CAUSR7175 15348196 �u N Tett len.B],Details. or unless etod Ota r. Apply Refer tem to es flea tf for ens pe,plate as nisi.bare end a,. 1 14nUls tAl pine.Joingdivile. Toles nsuil Otherwise. Rarer Lt Merl lSOA_=far standard plate y desletl BC LL 0.0 PSF CA-ENG BFR/GWH /4 upl.,e,w division or m Building ce.obne,w..Group Inc.aMl1 t a responsible for any dael.c San from this OREGON drawing, any failure co Wild the trust In conferwlrm•with ANSI/TPI 1,er/x headline, sn,pphg, AN ITW COMPANY nnst.11etJ t a...no or trus.ea. A...S.n WN..fairg sr ewer pegs fleeing tale.nosing. Iwel.et..••e•ptons*or pre/b.Rlenel.ngln•.rhg ��.-,20.000 G TOT.LD. 45.0 PSF SEQN- 241 723 reepenelbllSty.el.1y for the O.al.n sheen. Thr lultrlllq end w er thl.drlmhg Per ery.trlleamm i.tax v DUR.FAC. 1,15 FROM 8351 Rmxu Cutle r..pN.lali lay 1r the Ool ldin.Orlprr ear AIem/TPI 1 a...a, O�' FP Sacramento,CA 9S828 Far information e» general Job's g. r.l.m .Pape..d these eta Thew: e �aD �7 __SPACING 24.0" JREF- 1VMD7175Z07 ALPINE:�, Ipineltw.cw; TPI:mew, pinst.erg:*TCA; www.. _nwntry.cte; ICC: .IncMfe.ory THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 OII2lSiONS) SUBMITTED BY TRUSS MFR. (1115042--TIMBER TECH FRAMING -BURNHAM-ASH/ BLDG l-WEST -- ASH AND BURNHAM TIGARD - D3) Top chord 2x4 DF-L #1ABet. :T1 2x6 HF #2: :T4 Zx10 DF-L SS: (") 1 plate(s) require special positioning. Refer to scaled plate Bot chord 2x4 HF #2 :82 2x4 DF-L e2: plot details for special positioning requirements. Webs 2x4 HF Std/Stud :W2, W8 2x4 HF #2: 120 mph wind, 43.34 ft mean hgt. ASCE 7-10, CLOSED bldg Located anywhere i (a) Continuous lateral restraint equally spaced on member, roof, RISK CAT II, EXP B. wind TC DL.6.0 psf, wind BC bldg, psf. Bottom chord checked for 10,00 psf non-concurrent bottom chord live load applied Wind loads and reactions based on MWFRS with additional CAC member design. per IRC-12 section 301.5. #C(;176 Deflection meets 1/360 live and L/240 total load. Creep Increase factor f dea Top chord overhangs have been checked only for loads as Indicated. Overhangs not load is 1.50. checked for man loads or long-term deflection. (S) 2X10 X 14'0" DFL #1 or bettter scab. Attach scab to top chord as shown NOTE: Calulated overhang deflections at right end with scab attached with three rows of 10d box nails (0.128"X3") at 4" o/c in each row. Meets L/180 total load deflection criteria. • 1012= 6X10= 3X10= 5X7= 4X8= ___ 0.5 6X8= 0.5 — _ T4 3X71II (S) + �� _ ' ::•800000.- ill��'%N. ��\��.�� 2-2-0 1-4-0 1 -____— "_ WSW " LI 41-a-0� �i 3X7 III W2 6X8= 5X7= 82 5X12= 4X5= 4X8= 4X5= (a 4X5(**) Lc-3-10-8 L 24-0-2 ›Lc 11-7-0 }I.6 8-2-8--)J ..t6-6-11 __ 6-8-7 1.•e 6-8-7 4-3-5 __ 4-10-4 6-6-0 6-6-11 6-8-7 6-8-7 4-3-5 4-10-4 6-6-0 L- 19-11-9 15-7-9 k35-7-2 Over 3 Supports D{ R=1221 U=309 W=5.5" R=1917 U=291 W=5.5" R=1108 U=481 W=5.5" Design Crit: IRC2012/TPI-2007(STD) fkED PROF. PLT TYP. ITWBCG Wave FT/RT=2%(0%)/4(0) 15.02.1A aG •F�`ss'i0 OR/-/1/1/-/R/- Scale -.1875"/Ft. Truss Components of Oregon (503)357-'.118 'MARRING,"ism No FOLLOW ALL NOTES WI THIS OWNING! (� TC LL 25.0 PSF 825 N 4811 Ave,Cornelius O 97113 **IMPORTANT** FURNISH TM'B°"""B'TO ALL°°mmci°I'INGIim°'°THE INSTALLERS. 19576 REF-_ R7175__65068 Truss..requir..ar...car.In faarlcacinp, handling, shipping, Installing and bracing.Borer to sad follow TC DL 1 0.0 PSF DATE 03/18/16 Ow latest edition of BCSI (Building Campawe. M BIGw Safety Information, by TPI . / for..fsiy prectroprior / to performing encs.unctions- Installers Melt previa*tarperary Prating per SCSI. dn..noted otn.rwl w. ' Lep chord shell have properly attached structural.Soothing and bottom chord shall have a properly attacfwd ,0411164,, show.coiling. Locations sh .for psi-moment Iatarol restraint of webs.hall nave braei g installed per SCSI /- BC DL 10.0 PSF DRW CAUSR7175 16078005 �O settler.B3. B7 or B10. .s applicable.r Apply plates to each Tseo of truss end position es slower moose and on 0 :/20 6 — tha,aim decal I.,unl«. oto ,. g... rA 77.—.7:z..-:.-7,:','0": iet ga,BgA-Z Po .t.nd.rd Piet.-1"7.:„„„.... OREGON BC LL 0,0 PSF CA-ENG GWH/GWH Alp"ns, •d.v,sion or ITB Bvr ld.g Cwpswrmta grorp hshell rgc..r.spea*ibl.for any drowsing. any Failure b r trusses. Ue truss in ca*,ermere with NISI/IPI 1. mk'for handling, slipping, AN ITW COMPANY instalA goallrn enio drawing er satyr pogo declog Nie drawing. Inrlome. .r pr.Aaeale ai engineering .41/2h. vn•20,+4� .....TOT.LD. 45.0 PSF SEQN- 250663 a-row/Adel lily betels for the design Moron. Ti..suitabilty end woe.r is drawing nor any.cruatate I.tee O& . ' .N DUR,FAC. 1 .15 FROM FP��'-____�___._ 8351 Rot=Cimk respond.isl l Icy.r ma moowns assigner par A�I/TPd 1 S.a.2. __ Sesimmio,CA95y2B For more information se.this Jobs gwwral notes page and those web sites: RelweWlROl1017 SPACING 24.0" JREF- 1VP27175Z02 ALPINE:ww.elpinsl[w.cu.; TP1 wwa.tpla*t.orm INCA,we,sbtindusery oo; ICC:ww.icc.afeswg THIS DWG PREPARED FROM COMPUTER INPUT (LOADS a DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115042--TIMBER TECH FRAMING -BURNHAM-ASH/ BLDG 1-WEST -- ASH AND BURNHAM TIGARD - D2D) Top chord 2x4 DF-L #16Bet. :T1 2x6 HF #2: :T4 2x10 DF-L SS: 120 mph wind, 43.34 ft mean hgt. ASCE 7-10, CLOSED bldg. Located anywhere in Bot chord 2x4 HF #2 :82 2x4 DF-L #2: roof, RISK CAT II, EXP B, wind TC DL=6.0 psi, wind BC DL-6.0 psf. Webs 2x4 HF Std/Stud Wind loads and reactions based on MWFRS with additional CAC member design. (..) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Top chord overhangs have been checked only for loads as indicated. Overhangs • checked for man load. See DWG GBLLETIN1014 for gable wind bracing requirements. ./ (S) 2X10 X 14'0" DFL #1 or bettter scab. Attach scab to top chord as s Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied with three rows of 10d box nails (0.128"X3") at 4" o/c in each row. per IRC-12 section 301.5. NOTE: Calulated overhang deflections of 0.12" due to live load and 0.40" Deflection meets 1/360 live and L/240 total load. Creep increase factor for dead due to dead load at right end overhang with scab attached. load is 1.50. 4X5(**)= 6X10(R) IH 2X4111 Ti 0.5 _ 5X5= 5X7--- : T4 __ 0.5 101 :--- 11. 2 0 1r ■■ • (S) 3X7111 4X8-= 4X8 THIS 090 PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115042--TIMBER TECH FRAMING -BURNHAM-ASH/ BLDG 1-WEST -- ASH AND BURNHAM TIGARD - D4) Top chord 2x4 DF-L #1&Bet. :T2 2x6 DF-L 2400f-2.OE: (") 1 plate(s) require special positioning. Refer to scaled plate Bot chord 2x4 DF-L #2 :82 2x4 HF #2: plot details for special positioning requirements. Webs 2x4 HF Std/Stud 120 mph wind, 43.34 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Left end vertical exposed to wind pressure. Deflection meets 1/180 anywhere in roof, RISK CAT II, EXP B. wind TC DL=6.0 psf, wind BC criteria for flexible wall coverings. DL=6.0 psf. Left cantilever is exposed to wind Wind loads and reactions based on MWFRS with additional C&C member il) ' design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and 1/240 total load. Creep increase factor for dead load is 1.50. 5X14 1.5X4 III 3X5- _.._ 0.5 I 21.` T2 3X5 4X8(" ) III • 2-2-0 I '�� 1-4-0 'U -- --�— - *41-8-0 1 4X5= 4 _ _ 3X5= 3X5= B2 4X8(R) III 3 7111 —4-0-9---->J LE-3-10-8-->J 3"4 4-3-5 4-10-4 5-9-4 5-0-12 Fc 19-11-9 Over 2 Supports d R=1120 U=240 W=5.5" R=979 U=273 W=5.5" RL=23/-64 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01.,( •+"g FS OR/-/1/-/-/R/- Scale =.3125"/Ft. Truss Componcnts of Oregon (503)357- 118 ••81ARMINGI•• AND rata Alt NOTES a 11115 OR MlilcI IN 825 N 4th Ave,Cornelius OR 97113 •el an•• AMNO11SIS MIS AMMO TO ALL CONINARaa neUMMA'NE INSTALLERS. �,0 v,1d a /OZ IC LL 25.0 PSF REF R7175— 95748_ raw Trusses require ertto care in febrlutl.g,handlIe. .hipping, Installing end bracing. Refer to and follow 19515 TC DL 10.0 PSF DATE 12/14/15 the latest edition of SCSI (eoildlnt Component Safety Infermael.n. by TPI and x RCA) for safety practices prior o performing these functions. Installers shall provide temporary bracing per DC31. Unless nsted otherwise. to chord shall nave properly attached ntruetural eheefole old bottom chord shall have a properly attached �n BC DL 10.0 PSF DRW CAUSR7175 15348320 rigid ceiling. Local ane"for permanent leterdl s slot or mamas shall hove bracing Installed per SCSI �� sections 113.81 or IIID,as applicable. Apply plates to each race of truss and positions Main MVO aM on , �` A I�r�'1 :7,,J,--.0:::::. o J,--Roto:::.-7:::::7::4-----. ,haIT noted 4---�se. Rerx to dra.ings,IKIA-:for ata,tlerd plate p''''lan.. 1 '14/2015 BC LL 0.0 PSF CA-ENG BFR/GWH Alwia divider of Ibu wildlrg u, Inacon erman Ins. •hall not be rorfor hie ren gipping. Trow this OREGON wine, any rel lura co build w truss In conformance with AN51/TDI T.or for hw'Oling. shipping. n AN ITWCOMPANY iw..twlletim A srweloq of true.,. a� TOT.LD. 45.0 PSF SEQN- 243631 ...l w.tills drool.or error r pIlselag this drw/nrgp. Indleatsa orptanus of pr*Mslwwl bnRln.aring 7 v q w N,'2Bl 4� r 8351 RrnxdCilck rwepwwlbl llty ool.ly row Una d.wlgn shown. The wnitab1l lay and oma.r Rills drawing/K any sp.r. a le 35w rr , e NSG DUR.FAC. 1.15 FROM FP Ib111ty of pun Sci)dlDmslgnar per ANSIITPI 1 Sig. T Sacramento,CA 95A2A For.ore Information see this fob's general note.page al cheer..ab sixes, ALPINE:mw ..lplit .r . TPI:ww.tpinst.org:Rya: na ho .secrustry.00m: ICC: wnsusamm.iCes.rs,o DRgnawal Date MJOr201 T SPACING 24.0" JREF- 1VMD7175Z07 THIS DIG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS IFR. (1115042--TIMBER TECH FRAMING -BURNHAM-ASH/ BLDG 1-WEST -- ASH AND BURNHAM TIGARD - D4A) Top chord 2x6 HF #2 120 mph wind, 43.07 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud DL=6.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord sive Wind loads and reactions based on MFRS with additional C&C • . load applied per IRC-12 section 301.5. design. Deflection meets 1/360 live and L/240 total load. Creep Increase factor . for for dead load is 1.50, 'v 0.5 3X5111 3X5 �- 1-7-11 ----- i� 1-4-0 —` ` __ _I I1 —Y �� — -- — Ili -41-8-0 -_. 3X5(R) III 3X711 It 3-10-8 >I 1"12 7-1-0 �1j2 7-4-8 41 7-4-8 Over 2 Supports R=675 U=243 W=5.5" R=261 U=31 Design Crit: IRC2012/TPI-2007(STD) ,fc.O PROR PLT TYP. Wave FT/RT=2%(O%)/4(0) 15.01., ,� - _ �1`�p OR/-/1/1/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503)357-.1118 eewNSlNsI fe READ No FollOg Au 1NtES DR TM's IlRRg11161 !1 � ,¢ y TC LL 25.0 PSF REF R7175— 95745 825 N dt Ave,Cornelius OR 97 13 e''�DRA"T" MUMS MIS ORONO TO."oaRTlelerglef IRCtA,IRO NE INSTALLERS. 19678 P — Tressan row,*est ear.in Imbricating.handling. Shopping. Installing and bracing. Rorer to ono fellow 9`, TC DL 10.0 PSF DATE 12/14/15 the latest edition of NO Wilting component Sshty Information, by WI end pfCA)for safety procures prior to Ing these functions. Installers shell prod doataapererY brewing per gCsl. Vnlofa,MOd etleAl s. ,' top chord Mall have properly attached structural sheath/ng eon bottom chord shell have a properly attached 41111)" i rigid coiling. locations shown for Forewent lateral restraint or webs shrill hove bracing Installed per SCSI BC DL 10.0 PSF DRW CAUSR7175 15348200 ,4 ^�� sections ST or es applicably. Apply plated to roam of trans and positions shown obese on 1(;::/c11;:: p p �qt ,l.-.,.J --+ th0,dint betel,. unless noted otherwise. Refer to drawings 1YM-:ren standard plata positions. IAC LL 0.0 PSF CA—ENG OFR/Gwfl 1 .. nen a division of Ile SunlI t components group Ina. shell not be rorforlble rot any depletion From tr.e drawing, dry failure to bulla the truss In cedformence with AR51/T11 1.or for handling.shipping. AN ITW COMR,NY inutel lotion a oreonng of trace... '9 "•D,20,7N� TOT.LD. 45.0 PSF SEQN— 241061 A os,en'Ala Wowing or dicer pogo Ileting thin arming. Indlnots oaeoptoso or preheolelml engl000ring RO� + e N4 rwapeslblllty solely for the Nolo.sheanr. The eultab111ty and uma of puha Orme.,for any etftrese.Intro 5351 Roan*CRtk rapamlbllla or tho w11g1ng gealyanr par N61/17l 1,goon=. DUR.FAC. 1.15 FROM FP SactamaRe,CA 95828 For more infarwetian wee thle,eb'e general notes page and thmmm web altos: Rw1ewN DgM1g n19�M17 SPACING 24.0" JREF- 1VIND7175Z07 Mw pINt: w.elpineitw.roa; Tel:wee.tpinst.ort;Rw » ws CA:a .sbci,Mtry.c ; ICC,w .lecsare.erg THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115042--TIMBER TECH FRAMING -BURNHAM-ASH/ BLDG 1-WEST -- ASH AND BURNHAM TIGARD - D4G) Top chord 2x4 DF-L #1&Bet. :T1 2x6 HF #2: 2 COMPLETE TRUSSES REQUIRED I-- ' :T4 2x6 DF-L 2400f-2.0E: Bot chord 2x4 HF #2 :62 2x4 DF-L #2: Nail Schedule:0.131"x3", min. nails Webs 2x4 HF Std/Stud :W2, W9 2x4 HF #2: Top Chord: 1 Row ®12.00" o.c. Bot Chord: 1 Row 012.00" o.c. ,9 Special loads Webs : 1 Row • 4" o.c. (Lumber Dur,Fac.=1.15 / Plate Dur.Fac.=1.15) Use equal spacing between rows and stagger nails TC- From 70 pH' at -3.87 to 70 plf at 19.96 in each row to avoid splitting. TC- From 70 plf at 19.96 to 70 plf at 43.80 BC- From 20 plf at 0.00 to 20 plf at 39.93 120 mph wind, 43.34 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- 1020.00 lb Conc. Load at 7.44 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC BC- 300.00 lb Conc. Load at 19.82 DL=6.0 psf. Wind loads and reactions based on MWFRS with additional C&C member (a) Continuous lateral restraint equally spaced on member. design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. Creep increase factor load applied per IRC-12 section 301.5. for dead load is 1.50. *** DO NOT TURN TRUSS END-FOR-END **" 6X10= 5X7= 3X10= T6X8= T1°•5 T4 — 6X10= 3X12$ _ _ 0.5 (a) i I1 i 0 { "'— Y —_r., B2 min c,I v—`_f - -41-8-0 W2 6X8. 5X7= 4X12= 4X8= L-3-10-8 4X5= 24-0-2 15-11-0 Ic 3-10-8-›.1 6-8-7 5-9-4 6-6-11 )17 65 9'14 44 6-8-7 4-3-5 4-10-4 5-9-4 5-0-12 1, 19-11-9 —1, 19-11-9 J Inc 39-11-2 Over 3 Supports R=1835 U=343 W=5.5" R=3120 U=452 W=5.5" R=794 U=234 W=5.5" Note: All Plates Are 3X5 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) _ p PROP PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01.'4 .1, • v40_ OR/-/1/1/-/R/- Scale =.1875"/Ft. Tniss Components of Oregon (503)357-!I I& ••AARIIINBI•• NO rales AU.NOTES a MIS 03111/1131 �1G1NgF TC LL 25.0 PSF 1425 N 4th Ave,Cornelius O 971)3 '•Ig1QG5r'• FI/wl/N 11113MAINSTOl"° ALL 1:00010C1015 11112.111111116 �" 71r" " :.'• v' r¢ y rarREF R7175— 95744 Trusses require extreme e .in fabricating. handling. ipping. Installing and greeting,Serer to and fellow 19676' the latest edition of MAI hemilding eearaawun Safety Informet.0n.by TPI end WTCAI for«..ty meatless.rler TC DL 10.0 PSF DATE 12/14/15 to performing thew nineties... Instel lora Mall prowl.temporary bracing wr SCSI. Unless noted otherwise. jill ,structural top chord sang..have tor:Mirns rly Mom for"pepermanent lateral r«t"ng and raint of iiiMs.hail rat.bttom Mord shell brraaccirgim arlled per SCSI 1BC DL 10.0 PSF DRW CAUSR7175 15348314 ttached rsecctioc"esl i��Q N,� u./loos-Slo,«app.(cable. Apply plat«[o mei race of trcads.wd p«itlan M Mh.w Y)oW YM en1 tineto:.KIletaila. w.l«.ratedotic.-.,. k.f.r tp drwfhga15OA.zrer.t«wara.i.c...,iu.a. BC LL D.D PSF CA-ENG BFR/GWHr, •lp; .ah,.l o, ofto wild:,gmants creI . ilt berslbha fw latlon rr«thio ORMing. any failure to build to truss In conformance with ANSI/TPI 1.or for hYYlirg. shipping.qN ITW CpMq►.NY enataliatlan A bratby er trpases. •1• "n. TOT.LD. 45.0 PSF SEAN— 241070 A Mel en thio Mwl./ef ear Mem Meting Ml.*,wing. lodi..t.e wsepth...f pefswleo.l wgln«ring respen.lblllty mlely far tf.wign Yawl. Thr eeltabitltrr a law of MI.0,0.1.5 rer ehry structure Is to O1 1(351Ramis Cod a '. ' 'bllIty.f the Sul lglq Desipar per NISI/el 1 Sse.t. ` DUR.FAC. 1.15 FROM FP S.a.Sereo,CA 95R2A per more Information ame this.labs,general metes page and teem wen silo.: RwNIweilDahSl3A2017 SPACING 24.0" JREF- 1VMD7175Z07 ALPINE: wwe..lpinslte.ons Til: me.tpinst.orel: MCA:w...beindustry.00m; lee:«m.hccaare.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS s DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115042--TIMBER TECH FRAMING -BURNHAM-ASH/ BLDG 1-WEST -- ASH AND BURNHAM TIGARD - 05) Top chord 2x6 DF-L 2400f-2.OE Negative reaction(s) of -242# MAX. (See below) from a non-wind load case require 4 Bot chord 2x4 HF #2 uplift connection. Webs 2x4 HF Std/Stud 120 mph wind. 43.15 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere i Right cantilever is exposed to wind roof, RISK CAT 11, EXP B, wind TC DL=6.0 psf, wind BC DL=6.0 psf. Max JT VERT DEFL: LL: 0.11" DL: 0.16". See detail DEFLCAMB1014 for camber Wind loads and reactions based on MFRS with additional C&C member design. recommendations. Provide for adequate drainage of roof. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load app led Deflection meets L/360 live and L/240 total load. Creep increase factor for dead per IRC-12 section 301.5, load is 1.50. (1) 2x6 x 12-0-2 x DF-L 2400r-2.OE Top chord scab centered 37-9-10 from left end. Attach to one face of chord with (3) rows of 0.131"x3 min. nails s 6" 0.C. , staggered 3". 1.5X4111 0.5 4X8(R) III 3X5= 1 r--------.� Scab 1 mi ---. 1 .5X4III 41-s-o �.__ 4X5= 3X5(R) 4X5= 4X8(R) III l= 4-4-0 3.1c 3-10-8 1"12 6-5-4 1-9-12-8-11 � 1 6-5-4 1-9-1 T 2-6-15 11512 F 11-0-12 Over 2 Supports d R=173/-242 U=106 W=5.5" R=1343 U=502 W=5.5" RL=-23 Design Crit: 1RC2012/TPI-2007(STD) '0O PROpF PLT TYP. ITWBCG Wave FT/RT=276(096)/4(0) 15.02.1.'� • trs• OR/-/1/1/-/R/- Scale =.5"/Ft. Truss Components of Oregon 1503)357. 118 ...WARNINGSNIAID Am town ALL mats eN ens MATING! 0 N •f HiQ O TC LL 25.0 PSF 825 N 4th Ave,Cornelius O 971113 'w1 T 'e PURIM THISpMelNS To ALL ooNnwors c, INIYJeIm TMs INSTALLERS. 1gB76 True.* R7175— 65070 True *require escrow.more In fabrIC+ handling, .. ting.ha ling, shipping, installing and .ming. Rorer co end fell.. t' TC DL 10.0 PSF DATE 03/18/16 the Io . M o toot OItIof SCSI (Building Crep. nt Sanity Information. by TPI and RGA)Ter Safety practices prior to pm-forming these functions. Installers shell provide temporary bracing per BCSI. Untried toted otherwise, / cop chord shall hew or-poorly attached structural shaathhing and bottom chord shall lave a properly attached rigidunlrg. Locations ebmh ror per=wwnt lateral restraint or.ribs wll law bracing installed par SCSI 6111W'1 ..... ..-a // BC DL 10.0 PSF DRW CAUSR7175 16078004 l [ W. Been T or 610. as applicable. Apply places to roach face of truss end po.ltnon as shown above and on 0 I I/20 6 _ .4 1 El N[ Viso hint Details, unless noted oth.rwla.. Refer to drawl 16M-I for standard plate positions. — '� OREGON BC LL 0.0 PSF CA-ENG GWH/GWH Alpine. .y failure or ITN Building Cormtrue. err rm Grump Inc.shell not w ror for...for ells deviation from this droning. My fell lure to build the truce,..e..fa..te with ANSI/IPI 1, or for n.wull lrg, w,.Ipng• AN Irl COMPANY An+mel l-n95l:bbr'ac;q off trutrusses.9 9 'luting this Inswing, tltlleatw.w ..pl=....larr,.Ilgllwrllq tp vet''20w 11� ( TOT.LD n 45.0 PSF SEAN- 250667 _----_ rw..walbl illy wanly for tie Asian well. Tae wlt.bllity sold ane of this di-wine Per any otruetw I.the ',VI. I r ,A40.' DUR,FAC. 1.15 FROM__ FP ____ RJ51 Roy=Circle rwy:mono illy el the rimming Mallow,par A giffP1 1 1.0.9. ..._. — Sa¢aznmlo,CA95621 For w info.—tion• thisjob•s gen-rel nb one tr..is b site-, Pan.w.danaO1T M SPACING 24.01' JREF- 1VP27175Z02— ALPINE:ave.alpnneitw.cae: TPI:ww.tp .org,RCA:sew. try-caw: ICC:ww.Icoufe.mrg THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS HER. (1115042--TIMBER TECH FRAMING -BURNHAM-ASH/ BLDG 1-WEST -- ASH AND BURNHAM TIGARD - G1) Top chord 2x6 HF #2 120 mph wind, 43.31 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x6 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud :W2, W6 2x4 HF #2: DL=6.0 psf. Special loads Wind loads and reactions based on MWFRS. E>1 (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC- From 35 plf at 0.00 to 35 plf at 11.88 Deflection meets 1/360 live and L/240 total load. Creep increase BC- From 10 plf at 0.00 to 10 plf at 11.88 factor for dead load is 1.50. BC- 260.66 lb Conc. Load at 1.94, 3.94, 5.94, 7.94 9.94 The TC of this truss shall be braced with attached spans at 24" OC in lieu of structural sheathing. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Truss must be installed as shown with top chord up. 4X8= 3X5= 1.5X4 III 4X8= 1-7-11 W2 W. __ 1-7-11 1 L _ 41-8-Q 3X711 4X8= 4X12= 3X7 III 1-1214— 3-10-5 3-10-5 4-0-1 4-0-1 3-10-5 >I< 4 .1 k 11-10-8 Over 2 Supports ]l R=918 U=119 R=920 U=119 Design Crit: IRC2012/TPI-2007(STD) ,ED PROFF PLT TYP. Wave FT/RT=2%(OX/)/4(0) 15.01.fj.. • . # 8�ed OR/-/1/1/-/R/- Scale =.5"/Ft. Truss Components of Oregon 1503)357-!I 18 .IlWARIIING1 ee nem Ain FauM ALL MOTES DR THIS DNMTIIICI Z TC LL 25.0 PSF (JQ 8 i ••111PORTM T. MINIM THIS OW=TO ALL DanRAclD6 111RID111A TNT 105TAt1ER3. N RREF R7175- 95746 825 N 4111 Ave,CnmehU3l)K 97113 Trusses regio.e.troFe Core In fabricating. Worldling shipping. Sinton l i end bract Refer to and fellow 19pJ71i 9 "I information, "n TC DL 10.0 PSF DATE 12/14/15 the latest edition of SCSI (Buildings. st GowpwwM sapett Ie ttempo ar by TPI and PTCA)for pointy tedeother prier ,l to°chord the[Mfe(properly (ache less pawll provide ng and bo brazing per rillSCSUnlesspr noted otherwise, ,00111166 tap.Mrd shell Mee properly attached seruetufsl sheathing and bottom chard small Nue s properly attechea 4� ati rigid ceiling. ✓.'SIC. sheen for permanent lateral restraint of webs shelf hpee bracing Installed per DCSI BC DL 10.0 PSF DRW CAUSR7175 15348312 1l fact.,.03.0,lir sic,as applicable. Apply pieces to each.face or truss and position ss shown abew.no an 1 '14/'101'5 ---- .4I P ,�O N I the hint Datalls, unless noted otherwise Refer to dreeings 1.011-Z for ftJMeed plata positions. o I OREGON J BC LL 0.0 PSF CA-ENG BFR/GMM Alpine, a diel cion or ITS WI ltling Components Group Inc.shell oat so responsible for any,Owlet ion from this f/ drawing.,wry.milord to Wild the truss in conformance.with ANSI/TPI 1,or for handling. snipping. AN ITW COMPtNY installation A racing of transoms. lAtb Mtn.se.,Velb •f TOT.LD. 45.0 PSF SEQN- 241075 A...1 an trio 10,00100 ofaw. Cs MP this la Arming, Inglbetw K oft wg f prafalawal lnawrlly '1-0/. H� r.mpenn.1b11lty solely for me 400.0.hewn. Tao aultehltity alio wee of'Ala drawl..fns p.trWrr.I.mho1' DUR.FAC. 1.15 FROM FP 5351 Roi'an Conicr.apenolblllty al'the&riming D..lgn.r per 01151/0.1 1 S...2. Sdcr.npeo,CA 93.82$ For more informatlp,see this sob'.general notes page end these web sites: Joao l.a3O2O17 SPACING 24.0" JREF- 1VMD7175Z07 ALPINE:sew.elpineite.cam:TPI:wwe.tpinst.org;SPCA: .sbeinaustry.som: ICC: www.iccsmre.org THIS CMG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115042--TIMBER TECH FRAMING -BURNHAM-ASH/ BLDG 1-WEST -- ASH AND BURNHAM TIGARD - G2) Top chord 2x6 HF #2 120 mph wind, 43.83 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x6 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud :W2, W6 2x4 HF #2: DL=6.0 psf. End verticals exposed to wind pressure. Deflection meets L/180 Wind loads and reactions based on MWFRS with additional C&C menthe G.a.... criteria for flexible wall coverings. design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Deflection meets L/360 live and L/240 total load. Creep increase ___/ applied per IRC-12 section 301.5. factor for dead load is 1.50. Truss must be installed as shown with top chord up. 4X5 3X5 1 .5X4111 4X5= 2-1-15 N2 6 2-1-15 l' Q I:2— f t - ti.........._ _._ ----U. 41-8-0 —' 3X7 11 3X5= 3X10= 3X7 II 1"12 3-10-5 3-10-5 4-0-1 4-0-1 3-10-5 4-0-1 [= 11-10-8 Over 2 Supports R=534 U=84 R=534 U==84 RL=40/-40 PLT TY Design Crit: IRC2012/TPI-2007(STD) .Eng PROFFS` 1 P. Wave = FT/RT 2% 4 p _ _ (0%)/ (0) 15.01. . �f) 4P S� OR/-/1/1/ /R/ Scale =.5 /Ft, Truss Components of Oregon 1503)357-1.118 a7AR111N61ee READ AND FDILON ALL HOPES a nus 11>N11161 14 6'F C •eIRTASTio aNDS/i THIS glgwllNI To ALL COMIIVCDRIS/MELDING TIE INSTALLERS. COZ TC LL 25.0 PSF 825 lv 4th AYe,Cornelius o�97�I3 'P REF R7175- 95747 Ironed require extreme a in fabricating,handling. shipping, 19578 9 ng. onInstalling bracing.Rorer «e follow TC DL 10.0 PSF DATE 5 toe latest edition afunctio,s. !entailers ewers she I prov Ieforstlor by TPI ape RCSI for vsstn practices prior /� 1 2/1 4/1 5 to pchord lng thew functions. Iachellstr WII provide ng Snrary bracing per.11SCSen pr perly ettachl.e, L top chord shell hove properly attached structural sho.thlng sib bottom chord M.11 MVe•properly wtteehad 041164, rigid ceiling. Locations wenn for permanent lateral restraint of eat.*shall have breoing Installed per MSI ' / ...piens 63.07 or 010,as applicable. Apply plates to each P.O.of truss and position a sheen above owl on I-14/2015 BC DL 1D.D P$F DRW CAUSR7175 15348313 /41 AM N I l the Joint Data,n}. unless noted°thornlike. Rorer to drawings.004 for standard plate positions. I ' Alpine. a division of I3 &Aiding Components Croup Inc. .harp not be reaponaiblo for.ny devletian from thin OREGON BC LL 0.0 PSF CA-ENG BFR/GWH �� i drawing, any failure to bulla the trues In conformenee with ANSI/Tai 1. or for',nettling, obi shipping. 9A0 e.Pe,i t. TOT.LD. 45.0 PSF SEQN- 241077 AN RW COMPANY instal Iwtion•bracing or trusses. � A..al an this drearily or seder pea listing tate drawing. Indieetee ae.ptanqw sr preh..l nal engMwring _ WI Roy=cock ne.�Ibll Iy.f'a:w idhe es.D'ig "per'AMMITP1 I ....:end war.E oness drawing for pay.t.usa,r.I. -DUR.FAC. 1.15 FROM FP SetreinWo.CA%R111 For more Internatlen}s.this Job's g.n.r.1 note.Page and these web.It.}: Renewal Date 6l3 2OT7 SPACING 24.0" JREF- 1VIIID7175ZO7 ALPINE:wear.alpi eice.eew:TPI:s.e.tpinst.arg: I .e TCA+.ee.sboindustrye. m. : ICC: ..lesbofe.erg TNI S ENG PREPARED FROM COMPUTER 1 NPUT (LOA05&DIMENSIONS) SUBMI TIED BY TRUSS MFR, (1115042--TIMBER TECH FRAMING -BURNHAM-ASH/ BLDG 1-WEST -- ASH AND BURNHAM TIGARD - J1) Top chord 2x6 HF #2 120 mph wind, 43.04 ft mean hgt, ASCE 7-10. CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL.6.0 psf, wind BC DL.6.0 Webs 2x4 HF Std/Stud psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Wind loads and reactions based on MWFRS with additional C&C member applied per IRC-12 section 301.5. design, Deflection meets 1/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Unbalanced loads have not been considered. • 0.5 1.5X4 III 3X5 ____ 1-4-0 �� `m _ — 1-6-15 II L_ •J 41-8-0 3X5(R) ICI 3X7►H 3-10-8 >1 L. 5-11-4 >.I 5-11-4 1" 5-11-4 Over 2 Supports R=527 U=243 W=5.5" R=179 U=17 Design Crit: IRC2012/TPI-2007(STD) ,EO PROi1: . PLT TYP. Wave FT/RT=296 076 /4 0 15.01.' •> - _ S { ) O0, OR/-/1/1/-/R/- Scale =.5"/Ft. •+WAItl11NG1••IMIn two FOLLOW ALL KITES a TN,s nNMINci �e t.0.0.. y REF 87175- 95651 Truss Components Ave,of Oregon 1503)357-2118 ••IlaalTrMr• FURNISH THIS maim n nu..mucro.INauouo THS wsrKtAs. ('J TC LL 25.0 PSF 825 N 4 h AveCornelius OR 971 l3 19674 P Trusses require extreme tare In fabricating.handling. shipping. Installing anal bracing. Refer to end rp„� 77r , TC DL 10.0 PSF DATE 12/14/15 the latest edition of SCSI Wilding IIC,.nent Safety Information.by TPI and TfCSI for safety pemmican , to perfareirg thaw.functions, tnatollers shell provides temporary branny Per SCSI_ Unless feted otherwise, �_ 411641/4 ten chord shell hew properly attached strutter. sheathing and bottom chord shell Mew a properly ettecled /- rigid ceiling. Locations Ween for porr.wnt lateral restraint or webs shall have bracing Installed par SCSI BC DL 10.0 PSF DRW CAUSR7175 15348106 dens 03, 07 or 510. as applicable. Apply pl.tee to each Ince of truss and petition es shown above and 1,14/2015 A/� �� ) N 1 ug Joint Details. unless aced otherwise. Refer to drwl ya,6M-Z fa atand.rd plate positions. OREGON BC LL 0.0 PSF CA-ENG BFR/GWH (� I Alpine, a I on or ITR Building Components Group Inc. shell,et bo rasens 1 b 1 e far any deviation from tone f drawing, any failure to wild the truss In co...ince with ANSI/TPI 1, or for hadhing. shipping. ,J AN ITW COMPANY Intal,stion a 11r-waling of trusses, ry. qR'-,,,,2C.,+t e , TOT.LD. 45.0 PSF SEQN- 240974 A gaol en nme wralbl llllty solelle y f.. tIm ISP lifting ehaw. The meltability one w.0?thIi deeming far• etewfune le the O v• 5351 Rlxafa Circle reepenolsll lty or els Nulldl,g R..lgner per ANsI/TP1 7 See.2. . DUR.FAC, 1.15 FROM FP Saps,Re1Io.CA"'R,R For more Information See thio 3dn's general notes page and these mer'site.: Rwlew.I Dote 4/3012017 SPACING 24.0" JREF- 1VMD7175Z07 ALPINE: wwwwlainelte,com: TP1.ww,tainst.erg:RCA:aw.sbc,neentry.com: ICC:ww.leawfe.erg I THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115042--TIMBER TECH FRAMING -BURNHAM-ASH/ BLDG 1-WEST -- ASH AND BURNHAM TIGARD - J1A) Top chord 2x6 HF #2 120 mph wind, 43.12 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6,0 psf, wind BC Webs 2x4 HF Std/Stud DL=6.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member pt load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor1.01 for dead load is 1.50. 3X5(R) NI 0.5 3X5 III --Al1 I . 1-4-0 ----------�__• 1-6-15 —L _-.._ IN j 41-8-0 3X5(R) III 3X5111 1.4 5-11-4 5-11-4 E 5-11-4 Over 2 Supports R=267 U=38 W=5.5" R=267 U=42 Design Crit: IRC2012/TPI-2007(STD) CiPRO PLT TYP. Wave FT/RT=2%(096_)/4(0) 15.01.' } SFS OR/-/1/1/-/R/- Scale =.5"/Ft. Truss Components ofChegon (503}357-.118 ww'A1W 1 I II•MEAD AND mum NOTES ON THIS mueuee �y G1iY� O 825 N 4ih Ave,Cornelius OR 971 Is "" ""'r" r'""""TM"°""""°ALL°°"�e"'n"'wll°'"'NE'"'*Ait�"s• (� N1 l�'� y TC LI 25.0 PSF REF R7175- 95655 Trusses reepiro extreme care in fabricatig, handling. ,hipping. Installing ed bracing.Aefor to end fells 19575' 1' '-- the latent edition of 9C.S1 (Building Co.4onont sfoty Information. by TP1 end erCA) for safety praetleca prier . TC DI 10.0 PSF DATE 12/14/15 to parforni,g these function,. Installers shell provide tamperer,bracing par ACgl. Unless noted otherwise. Air up chord shall hove properly attached structural sheath imp rhe betty chard shall have a pn•eperly attadod ^•— rnpia tolling. Iscationa shown Ter peresnont lateral restrelnt of webs shell Savo bracing Installed per OCSI s • - BC DL 10.0 PSF DRW CAUSR7175 15348111 A�� sections g3. $7 or 910, ws applicable. Apply plates to each face or trues and position as Shoal above and on p I he�•,nt patalla. m le„�t.d athe—lse. me' to....77-..,70.-ib:-:.---.7::::- rwl gs,eoA_:Ter atad.rd plot.P''''' sy. 1 14/2015 BC LL 0.0 PSF CA-ENG BFR/GINH I violw dlvl on of In mel IAi.q eo•gasis group Inv:,sisll not he raaperglbl0 Tor«lir a.alwtien free this OREGON _ failure to Wild the truss in conformance elm ANSI/IPI 7,or for handling. shipping, AN ITW COMPANY 4/u'I°.t any A...leg of trustee. .� de "� TOT.LD. 45.0 PSF SEAN- 240682 A tool on dip droving or ewe,p.w Il.tl,g alb drseing. Indle ea.awept.nee er pr.h.sl.sl angl,..rl 9R r 40.19 G r Tar The*orlon ahem, Tho M I Rocana Circle reopenolbl l lty er"the W 1 ne Oe g.r pr AN3I'solubility I 1 See i and m.e et aim treeing for.lg.tn.awr. "°tine "-CIL OL p .�1%/ DUR.FAC. 1.15 Sacramento.CA T5712R for more w ,nf•rma len nae this.lob a gen .pogo ad the..w .Ito.: SPACING 24.01' JREF- 1 VMD7175Z07 ALPINE:we.nlp i,sit..es`TPI: eww.tpl,est.orD:ARCA: sus.sbc inpytry.ce,, el.; ICC:ws.leewh =OMIT.ery Renewal Pete THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMI TEED BY TRUSS MFR. (1115042--TIMBER TECH FRAMING -BURNHAM-ASH/ BLDG 1-WEST -- ASH AND BURNHAM TIGARD - J1G) Top chord 2x4 HF #2 120 mph wind, 43.12 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x6 DF-L 2400f-2.0E anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud :W2 2x4 HF #2: DL=6.0 psf. Special loads Wind loads and reactions based on MWFRS. SO (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC- From 70 plf at 0.00 to 70 plf at 5.94 Deflection meets L/360 live and L/240 total load. Creep increase BC- From 20 plf at 0.00 to 20 plf at 2.25 factor for dead load is 1.50. BC- From 10 plf at 2.25 to 10 plf at 5.94 PLB- 1004.26 lb Conc. Load at ( 2.25,41.71), (4.25,41.71) Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. 0.5 1,5X4 III 3X10= 5X5 1_4_0 : '_\__ 1-6-15 II r L 41-$-0 - [ , 6X8= 6X6-- 3X7 X6-3X7 III 1'"j-'- 2-1(:"- E"-----2- 9-5 ----"q z 2-10 s 29-5 71712 3-0-3 2-11-1 _ 1 I 5-11-4 Over 2 Supports R=1165 U=184 11=5.5" R=1341 1.1=221 Design Crit: IRC2012/TPI-2007(STD) vaPROpS PLT TYP. Wave FT/RT=216(096)/4(0) 15.01.' !� Sip OR/-/1/1/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503)357-2118 ••WARNINGI••MAO AIL FOLLOW ALL IlotES ON NIS awIN6l .1 • 825 N 4th Ave.Cornelius OR 97113 •• �'• FDP/11111 MI5 DIMING m ALL CONTRACTORS INCLUDING 111E INSTALLERS. C9 7* y TC LL 25.0 PSF _REF R7175- 95666 Tresses radon.extreme rare In fabricating.hendli g, 'buying. Installing and bracing.Refer to sed follow TC DL 10.0 PSF DATE 12/14/15 the 1 edition of IICSI (Sundae Component Safety Information. by T►1 and RCA)for safety practices prior ' %r so perfermi,g thee.functions. Inte l.r.shall prevsSI teeperery bracing per SCSI. Unlees noted otherwise, ,- / fop chord.hell hero property.ttechen.tru.turai .loathing and bottom chord shell neve a proporhy atteoned ' BC DL 10.0 PSF `DRW CAUSR7175 15348125 rigid rolling. Locutions shown for perweont lateral restraint of webs shall nen bracing imGll..per RCSI (l PEI one 93.RT or MD. es applicable. Apply plates to garb feed of truss wed position As Mown abeve a.on I,,.14/2015 AllPEI N the`Joint Details. unless noted°tion ie.. Refer to drawing.160/1_:far stwdard plate amnions. OREGON BC LL 0.0 PSF CA-ENG BFR/GNAT II Alpine, .envision of IT,Rei ldlrg Cemponen.ts Opp Inc.shell not be responsible for any deviation from tl,ls drawing, any failure to Wild tn.truss In conformance wit.)ANSI/Tp1 /, or for handling. dipping, 1 AN ITW COMPANY In.t.l Incl..A c.o.sing or truss... •9A"fin,20,to H6 TOT.TOT.LD. 45.0 PSF SEQN- 240720 A..I an thio dradllq dr corer peg. 11so105 W.arwlpp//. IMl..twe.ppp5...o of p efAmpl,,I.I.ngim orl05 rwepensIblfley solely Tor the Mlgel Jowl. The soil.•/llty And 11S of LAI.de.mI g far any.blrotur.I.the 0( B T Nail Rm'anaCarck r•.perrlbl l Ito.r the 551141105 Doelgawr For AIG1T1 t g...5. OUR.FAC. 1.15 Sacramento,CA')5C2N far.or.Infefaaelon Coe thin Job's general note.page tone toe...ab sites: Relemml Ud.e130m017 ALPINE:aw.alpl,rlto.com: Tpl:.w.tpiesC ord.p5CA:,w.sbclneentry.ea; ICC. sew.lccsaf•.org SPACING 24.01' JREF- 1VMD7175Z07 THIS DOG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115042--TIMBER TECH FRAMING -BURNHAM-ASH/ BLDG 1-WEST -- ASH AND BURNHAM TIGARD - J2) Top chord 2x10 DF-L SS Negative reaction(s) of -292# MAX. (See below) from a non-wind load Bot chord 2x4 HF #2 case requires uplift connection, Webs 2x4 HF Std/Stud Special loads (**) 3 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC- From 70 plf at -3.88 to 70 plf at 3.85 120 mph wind, 43.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- From 20 plf at 0.00 to 20 plf at 3.85 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC TC- 327.00 lb Conc. Load at -3.88 DL=6.0 psf. Wind loads and reactions based on MWFRS with additional C&C member Bottom chord checked for 10.00 psf non-concurrent bottom chord live design. load applied per IRC-12 section 301,5. Deflection meets 1/360 live and 1/240 total load. Creep Increase factor for dead load is 1.50. 0.5 3X5(*'') -- 3X7(**) III 7_ —_/— 1-4-0 g.,, - 1 1-5-15I -- I woo em) ' �— �� 41-8-0 3X5(**) II iron ..... 3X7(R) RI Lc 3-10-8 L. 3-10-3 3-10-3 FE-3-10-3 Over 2 Supportsid R=1237 U=273 W=5.5" R=76/-292 Rw=84 U=25 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(076)/4(0) 15.01.E •+•' Fos. OR/-/1/1/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503)357-.11R a'111ARt1I ND I a'IWJIn ANN FAL ON ALL NOTES a ANIS urwucl y I N RZS N 4th Ave,Cornelius OR 97113 "' "rr" H brim nos MINIM m ALL cvrwesrous INewgeNS TNN INSTALLERS. C? 00 FFA OZ TC LL 25.0 PSF REF R7175— 95652 Trpnces rewlrw extreme c. In ng Component handling. shipping, by installing end bracing. Raf.r .m follow 19575P TC DL 10.0 PSF DATE 12/14/15 the Incest edition,or SCSI (Building to.ow.nc s.reey I.rermeclx, by and RCA)for dor er tedpracticos prix to performing tneao functions. Iriaeal lora snail p.v.rr tla:.npvrary bracing Par gtSl. Vol..,rioted eta...lav, /l __ .`u top er.ora.1..11 nue properly atteened structural.macning end bottom dura a1..1 hero.properly•c=a=non BCi DL 10.0 PSF DRW CAUSIt7175 15348109 rigid ceiling. Locations show,for Permanent lateral rr tr r c or moo.silo"nova bracing...called per BCS e_ i ,4 �� suctions g3.Si or bio, a.appllcwl.. Apply pietas co rocs or cross and Position ms.noon above and on - 7::—.D:::::::::7.7.::.7.7.—. he,ala[Datarla. .gle.a o..c a[bar.lsa. Rarer[a dra-1nr,,6 .Z ror d=onnas plat.Paartran,. 114/2015 BC LL 0.0 PSF CA-ENG BFR/GMM I r drawing. .dr vi...n or"N'!lir 41.0 t... I.ant.trmc lac, sm.l1 nv[w ror for r have ror say eavl.tlan Prom cn ..I g.den o ai to b ro arm tr.. in eenrx.m e..r[n PNsIiTPi ), or for handling. .nrPpr w. OREGON v TOT.LD. 45.0 PSF SEQN- 240672 AN rive COMMNY .navr"ac.on I hist lop or cra.aas. A...1 on al*wooing of.oyer pogo"wimp Salo Wooing, indigoes*.saapt nae of prof...a..l..yinaafingVCit,40,11 ...q ,lb"ley..I.ly for tar.da.1g..1..... The suitability rod oma.f this drwl,p for on,.era.ear.la w R351 Rsalu Crccle ra ..i.l l T ity of U.Building N..lgn.r par ANSI1 1 Soc.i. Rot l T 7A° p.rDUR.FAC. 1.15 Sxrameolo,CA 15112R For more information see this job's general,mates page end tn...Bab site.: SPACING 24.0" JREF- 1VMD7175Z07 ALPINE:a aw,alpb.itw.Po ;TPit ww,tprnsc.org. PTU:oo..wcrndscry.co.: itc: was..ce..te.org RenewalDtal/301201T THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115042--TIMBER TECH FRAMING -BURNHAM-ASH/ BLDG 1-WEST -- ASH AND BURNHAM TIGARD - J3) Top chord 2x6 HF 82 Negative reaction(s) of -2018 MAX. (See below) from a non-wind load case Bot chord 2x4 HF 82 requires uplift connection. Webs 2x4 HF Std/Stud 120 mph wind, 42.96 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bottom chord checked for 10.00 psf non-concurrent bottom chord live load anywhere in roof, RISK CAT II, EXP B, wind TC OL.6.0 psf, wind BC OL=6.0 applied per IRC-12 section 301.5. psf. Deflection meets L/360 live and L/240 total load. Creep Increase factor Wind loads and reactions based on MFRS with additional C&C memberS. ' for dead load is 1.50. design. Unbalanced loads have not been considered. 0.5 3X5 3X7 B mom 1-4-0 .` I 1-4-15 1.... ■ r 41-8-0 I 3X7(R) III 3X7 III Lc 3-10-8 )J L, 1-10-3 I` 1-10-3 -I R=-201 Rw=154 U=105 1-10-3 Over 2 Sup�orts r 1 R=639 U=324 W=5,5" Design Crit: IRC2012/TPI-2007(STD) eU PROFS PLT TYP. Wave FT/RT=276(0`x)/4(0) 15.01.► ce. IT, SS OR/-/1/1/-/R/- Scale =.5"/Ft. Truss Components of Oregon (50357- 118 r.WARNil161 rr MOND FO Lo.l10.MOS ON 1N15 ONNOINC1 0 !� F'je 825 N 4th Ave,Cornelius O 97 13 rrlfNTANTre nIGISN THIS INANIIw T.ALL oo.l.lalel,INCLUDING 111E INSTKIL.S- 111'8- Z9 TC LL 25.0 PSF REF R7175— 95653 Tenses ream rw extreme e e In fabricating.Nestling, shipping, Installing and bracing-Refer to east toile* "' he latest edition of Beal core Component Safoty Information,by TPI and SOCA)for safety proot.cer prier 00, TC DL 10.0 PSF DATE 12/14/15 s to performing tlrowo functions. fo tellers,heli provide temporary Drarlug per.CSI_ An,..,noted OCMerrl.., top chord shell MW properly attached structure/sheathing Md bottom chord shell heva a properly attached / 04116% Igld ceiling. Locations she... r permanent lateral r straint of webs shall hems bracing install..per RCS! / / BC DL 10.0 P$F DRW CAUSR7175 15348107 A�Lo��N ,tions B3. D7 or 61D, .e applicable. Apply plates to Nth feta of tress and position S.neon oboes mid on I. 14/2015 I ' the hint Details- unless noted otherwise. Refer to dr.mings 160A-L for st.ndord plate positions. OREGON BC LL 0.0 PSF CA-ENG BFR/GWH I Alpine, ,divide•.of Ir Building Compered,croup Inc. obeli not be resporsiblo for eery dovi.tion from beim swing,wary tailoro to build tfitiwith ANSITTP1 1for noodling. AN ITCOMPANY .na truss n conformer.. , er otal ties,6 Droning of tree,... ng. nhppng. W „ 'Fn 44.226,499. *;e TOT.LD. 45.0 PSF SEQN- 240663 owl en solo drools,.r savor pogo listing GIS MMlne, l.AIe.t....a.plwlp.s/proMbl.lwl.glsa.,I w "-OLD -O N ---_ - - - -----� r.mernlsl Illy oel.lp fbr the&.pigs shawty ong g%al, The.nit Rel lty and pee of this drowns far any.trpegirw Is e.. 5351 Roves finds rwspaslblIlf she 0.II.Ilww par NSIITRI 1 Seg.!. OUR,FAC, 1.15 Sacdmrnle,CA v3A2R For more information no.this job's ge.ar.i rotas page and these deb site,. Renewal Date BI OQ017 SPACING 24.0" JREF- 1VMD7175Z07 ALPINE:www.alpinoit..ra.: TPI:wr.tpinst.erg:.rcA: su ..b.indSry.soa: ICC: .wee.lccfe.org L THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115042--TIMBER TECH FRAMING -BURNHAM-ASH/ BLDG 1-WEST -- ASH AND BURNHAM TIGARD - J4) Top chord 2x10 DF-L SS 2 COMPLETE TRUSSES REQU I RED 1 - Bot chord 2x4 HF #2 Webs 2x4 HF Std/Stud Nail Schedule:0.131"x3", min. nails DA Tot Chord: 1 Row @11.50" o.c. SPECIAL LOADS Bot Chord: 1 Row W10.50" o.c. (LUMBER DUR.FAC.=1.15 / PLATE OUR.FAC.=1.15) Webs : 1 Row a 4" o.c. TC - From 0 PLF at -5.48 to 70 PLF at 0.00 Use equal spacing between rows and stagger nails TC - From 2 PLF at 0.00 to 2 PLF at 8.33 in each row to avoid splitting, BC - From 2 PLF at 0.00 to 2 PLF at 8.33 TC - 654 LB Conc. Load at -5.48 Negative reaction(s) of -937# MAX. (See below) from a non-wind load BC - -402 LB Conc. Load at 2.66 case requires uplift connection. BC - -523 LB Conc. Load at 5.49 (e#) 2 plate(s) require special positioning. Refer to scaled plate Bottom chord checked for 10.00 psf non-concurrent bottom chord live load plot details for special positioning requirements. applied per IRC-12 section 301.5. 120 mph wind, 43.04 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Deflection meets L/360 live and L/240 total load. Creep Increase factor anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC for dead load is 1.50. DL=6.0 psf. (1) - plates so marked were sized using 0% Fabrication Tolerance, 0 Wind loads and reactions based on MWFRS. degrees Rotational Tolerance, and/or zero Positioning Tolerance. 3X5-- 0.35 3X7(1)= 3X7(**) 11 II0-1-11 1-4-0 - row 1-6-15 ------ FL( 3X5(**) IN 41-8-0 _i_ 3X5— 5X7(R) III 1K 5-5-12 T4-1-2 3-10-6 2"12 I' 4-2-14 4-1-2 Ic8-4-0 Over 2 Supports R=892 U=392 W=7.029" R=278/-937 Rw=466 U=69 Design Crit: IRC2012/TPI-2007(STD) • PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.02.:4 •s'• • Fgt OR/-/1/1/-/R/- Scale =.5"/Ft. • Truss Components of Oregon (503)357-2118 '-wmahneIea Neo NO FOLIOS AL1-ROTES SR mos ONNI11G1 1% 825 N 4th Ave,Cornelius OR 97113 **mama" /iR.II.I mu ammo,o ALL ooSrwcrgSs INCLINING"E INSTALLERS. �G 1NF •� Oy TC LL 25.0 PSF REF R7175— 95654 Trusses require o%tra.o arra.In fabricating.noodling, shipping. installing.,d brae l,g. Refer to and tollsw the latest edition of SCSI (Building Camooneht safety Information, by TPI ane RISA)for..fgty pr.ttl•..priercs +Bs7s 9 TC DL 10.0 PSF DATE 12/14/15 to performing theme functions. t lretoll.rs shell provede taeperary bracing per SCSI. unless,rated othoreIs.. /, tap chord shell have property•lac rod Atruetbral whemthing sod hallow Chord%hall have.properly attached rigid coiling. Locations shown for permanent lateral restraint of webs shall wove bracing Installed per SCSI et- : BC DL 10.0 PSF DRW CAUSR7175 15348302 1 t.P[1 N the Join bin s,gag. n applicable. Apply plates to aw�faoe or togss rd plate p.wa.n oboe.oro on Lha Joint details, sleet noted a:hol+l>o. gofer to d owl 1.oAa far mt.pdaro phot.p.mltlom. 1-142015 BC LL 0.0 PSF CA—ENG BFR/GWH Alpine. %division of ITV Sul wing Coapanents Grasp Inc. shalt me be responsible for coy deviation from this Ore/ring,any failure to build the truss,n conformance with ANSI/TPI 1. or for hendting. shipping, OREGON — — AN RW coMLMIW Imtahhwtian.brscl„p ar tr.... d TOT.LD, 45.0 PSF SEQN— 7307 REV A...I w eble'wing....ear saga l loting Ohl.dr..in,qg Ihel..ew w.s,.I,_,.of prdt..olwl engineering '9 �R,20,41� n.Ibillty rarely for the Neely.shorn. The e.altabtlity arn.hr of this drawing Por any.t-r..etw.h.the —" r..pa 11351 Bovml Cirtk responsibility tow.Selling Iw1gnar per ANSI/TPI I g...T. RO C 0 W•t". DUR.FAC. 1.15 Sacnnwoto.CA'15IUN For wore information ,e ch a this Job's general page and ase web sites: SPAC I WG 24 175207 Mco ALPINE',....lp, ltw. melf'I ow.b: wee.tpinet.erg: 5TCA:wIndbrtry•cw: ICC:eew.iCcsafe.org RenewalDs(.013W5W7 rD" JREF— 1V11D7 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS I DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115042--TIMBER TECH FRAMING -BURNHAM-ASH/ BLDG 1-WEST -- ASH AND BURNHAM TIGARD - J5) Top chord 2x6 HF #2 120 mph wind, 43.03 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud DL=6.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets 1/360 live and L/240 total load. Creep increase factor Fasten rated sheathing to one face of this frame. for dead load is 1.50. 1.5X418 0.5 1.5X411I r 1 1-4-0 FO: j 1-4-13 �.._ �. 41-8-0 Y r 1.SX4 81 1.5X4 UI -----1-7-12—•-I'l 1-7-12 Over 2 Suports r I R=74 U=9 W=5.5" R=74 U=12 W=5.5" Design Crit: IRC2012/TPI-2007(STD) s P-sF PLT TYP. Wave FT/RT.02%(0%)/4(0) 15.01.y .'b AT.. OR/-/1/1/-/R/- Scale =.5"/Ft. Truss Components of Oregon f503)357--118 ••WARNINDIae REM Pao FOLLOW ALL NorEs a This oi.oINp1 p1�� RZS N 4th Ave,Cornelius OR 9713 "Iran^" ROWS.V"'s unAil.N■tp ALL cowntommitS INeuolNO THE INsr"Luia• lt` 0,p, TC LL 25.0 PSF REF R7175- 95656 Trusses require extreme caro In fabricating.handling.shipping. installing end bracIng.Refer to and follow 11,875' 7 TC DL 10.0 PSF DATE 12/14/15 the latest edition of SCSI (Building Component Safety Information.by TOl any.tcA) for safety practices prior to performing those functions. Inatall000 enroll p.o.e.,t00oerary bracing per Bt31. IMloss noted others., �f top chord.411 hove properly attached structure! MeeMing and bottom chord shall Moe a properly attached rigid wiling. Locations shorwn for permanent lateral restraint of webs Mall have bracing installed per BCSI /- BC DL 10.0 PSF DRW CAUSR7175 15348112 � oOctl0is 83.07 or 01o.as.pplic.bl.. Apply plates to each On of trills and position ma shown above and On ,4 11__[;=3) rte—' the.Joint Petai ls, ,.,leas noted otherwise. Refer to drawings,BOA-L for ated.rd plate petition.. I 14/2015 BC LL 0.0 PSF CA—ENG BFR/GWH I , Alpine. n division of IT.Building Cemporenta Group Inc. shall net beresponsible for any deviation fres lois OREGON drooling. any failure to Wild the truss in conformance filth ANSI/Tfl t.or for handling, shipping. -• AN ITW COMPANY instal laths.I bracing of tri.e...S. .,� qhs v TOT.LD. 45.0 PSF SEQN- 240685 A.a.1 on this dr..lf9 w pow,hap.11.tldp thl.AM/1.. Inflame. . .pUa0..0 oraf...loom;.9wIA I Min.20.10 G:f _ ....__ - rmapon.lbi Ilty solely for the.a.on tlsh, The...totality mall.P...t this drreinp ran wry.tn,.pra I.th. t/ - _ *SI Roma Circle r....nalblllty of tln.guild.. per AMii/1TI 1 Le... O� 9 . OUR.FAC. 1.15 Sacrgmelto.CA9hA2A for more Information sea this Job•%gt e nal notes Papp nd thaso aab ' a -" on ALPINE: wwn..lpineitw.cem: WI,w .ipInst.orp:. .. rOA: w..abelndnatry.cwa : 1 :..a.lecsaf..org MmowalpINVIOMM7 SPACING 24.0" JREF- 1VMD7175Z07 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENS IONS) SUM ITTiD BY TRUSS IFR. (1115042--TIMBER TECH FRAMING -BURNHAM-ASH/ BLDG 1-WEST -- ASH AND BURNHAM TIGARD - J6) Tap chord 2x10 DF-L SS 2 COMPLETE TRUSSES REQU I RED L- 0 - Bot chord 2x4 HF #2 Webs 2x4 HF Std/Stud Nail Schedule:0.131"x3", min. nails Top Chord: 1 Row 0 4.50" o.c, Special loads Bot Chord: 1 Row 012.00" o.c. (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Webs : 1 Row 0 4" o.c. TC- From 20 plf at -5.42 to 20 plf at 2.27 Use equal spacing between rows and stagger nails BC- From 20 plf at 0.00 to 20 plf at 2.27 in each row to avoid splitting. TC- 654.00 lb Conc. Load at -5.42 Negative reaction(s) of -1648# MAX. (See below) from a non-wind load (++) - This plate works for both joints covered. case requires uplift connection. 120 mph wind, 42.95 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Wind loads and reactions based on MWFRS with additional C&C member anywhere in roof, RISK CAT II, EXP 8, wind TC DL=6.0 psf, wind BC DL=6.0 design. psf. Deflection meets L/360 live and L/240 total load. Creep increase Fasten rated sheathing to one face of this frame. factor for dead load is 1.50. 0.35 ____ 3X10(++) III 1 1-3-15 _ ---- _�_- 1-4-12 Y— 11 441-8-0 1, lei 3X16(++) III IK 5-5-0 'I 1"12 1"12 u_ 1-11-11 14_ 2-3-3 2-3-3 Over 2 Supports R=2501 U=487 W=7.778" R=-1648 Rw=252 U=182 PLT TYP. Wave Design Crit: I C RT=296 - 007(0 TD) 15.01.+ y EQ PROpk. ` ( ) O OR/-/1/1/-/R/- Scale =.5 /Ft. Truss Components of Oregon (503)357-2118 ••NARNINGI•• REID NO n1LLONALL NOTES 01 IRIS eRIN11A;1 \� 4G1 kF . 825 N 4th Ave,Cornelius OR 97113 t•11leRR{•• PARIS((TN1S wwlNO TO ALL CONTRACTORS 1NCLUDINN Dt 11RTA11Eq. (N y TC LL 25.0 PSF REF R7175- 95657 Trusses rase..extreme caro In fabricating,bandll,g. shipping, i,,sL.111 and bracing. 11116761' .g ng:,sty stn end follee 9 TC DL 10.0 PSF DATE 12/14/15 the latest eel.heli Of ACEI (Buildings. It Component Sha Safety Ie tempora, by TPI ammo RCAI for ss n ted otherwise,prier ' ,, .e performing tMsa!ue[lann. Installers snail provide temporary bre[i,g per SCSI. Unless noted otfier.lea, top Mord shall have properly...shod structural sheathing and bottom chord snail nave a properly attache rigid ceiling. locations slewn for per.uw,.t lateral rest,.Int of webs shall New.bracing Installed per 11031 ' BC DL 10.0 PSF DRW CAUSR7175 15348303 ,4��O�Q ...clone IU.1r1 or Nle,as melllanele. Apply plates to each.rata or truss one seem.,e..Iwien above and on I 14/2015 ve,Sint g.tall., ail...Entad ennr.hep. Aerer to drairg.TAM_z r.r"""67:::::,'_. ced,.:plat.I.a.ltie,a. BC LL 0.0 PSF CA-ENG BFR/GWH Alpine. s dlvlalur or ITP pwildlrg Component.orae(.Inc.h AN net na Ter rep'nee Ter army shipping, Era this OREGON erasing. Son(Allure g„t cru vw creme aan,prmw ga with ANsv1p1 ,. or Tar needling. .nisei g. TOT.LD.LD. 45.0 PSF AN ITW COMn4NY instal Ian an.bracing at tea.,... 9R A.x+,i+�` SEAN- 240691 A deal on tn.orales or ewer peps 1lathrg tele orals. InelolN eeeeptene.of prereeelenel engineer Inc 1. W• �_ respene1b111ty palely Per the reign anew.. Te.m,ltebllity end pea er Ch.Nweg Per ens structure hew O —'— A35I Rovaw Circle reapwielb111q e.t.a•.lfding beisigeir per ANS1/Tp1 1 Ase.:. DUR.FAC. 1.15 Sac,mm�do,CA 95A211 for more Information see this_lobes general notes peg•and theas web mita.: R.n.w.DNLer3e1.2017 SPACING 24.0" JREF- 1V14D7175Z07 ALPINE:w.e.alpinelte-ca: Tet:wae.tpinst.org;RCA:eme..btindustry-ce•: ICs: waw.lcceare..rg THIS DIN PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115042--TIMBER TECH FRAMING -BURNHAM-ASH/ BLDG 1-WEST -- ASH AND BURNHAM TIGARD - Z1) Top chord 2x6 HF #2 Negative react Ion(s) of -5351 MAX. (See below) Requires uplift connection. Bot chord 2x4 HF #2 . Webs 2x4 HF Std/Stud Truss transfers a maximum horizontal load of 8797 1 ( 250.00 plf ) along top chord, from either Special loads direction, to supports where indicated. Diaphragm and /A (Lumber Dur.Fac.-1.15 / Plate Dur.Fac.-1.15) connections are to be designed by Engineer of Record. TC- From 190 plf at 0.00 to 190 plf at 17.28 Drag Loads: Force(#) (PLF) Mbr Start End I TC- From 190 plf at 17.28 to 190 plf at 35.19 Case 1: 8797 250.00 TC 0.00 35.19 BC- From 20 plf at 0.00 to 20 plf at 35.19 8796 249.97 BC 0.00 35.19 (•") 2 plate(s) require special positioning. Refer to scaled plate 120 mph wind, 43.87 ft mean hgt. ASCE 7-10, CLOSED bldg. Located anywhere plot details for special positioning requirements. roof, RISK CAT II. EXP B, wind TC DL=6.0 psf, wind BC 01.6.0 psf. Wind loads and reactions based on !MFRS with additional C&C member design. Right end vertical exposed to wind pressure. Deflection meets L/180. Truss designed to support 1-0-0 top chord outlookers and cladding load not to See DWG GBLLETIN1O14 for gable wind bracing requirements. exceed 3.00 PSF one face and 24.0" span opposite face. Top chord may be notched 1.5" deep X 3.5" at 48" o/c along top edge. DO NOT 0VERCUT. No knots or other (a) Continuous lateral restraint equally spaced on member. lumber defects allowed within 12" of notches. Do not notch In overhang or heel pal. In lieu of structural panels use purlins to brace all flat TC 0 24" OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied Deflection meets L/360 live and L/240 total load. Creep increase factor for dead per IRC-12 section 301.5. load is 1.50. 4X5.- 4X5 4X5= 4X5 • 0.5 _, 5X7m 5X5 ma - �M� 1 ',9001 ice' 1-10-2 Ne _ w~� �_ , � ," 2-6-13 i - ma 1 �T-�h :} 0 I 41-8-0 I l/////////////�///ll///////////////////llT T/ //,////%7-722 wag 3X711 4X5= 4X5= 4X5= 5X5= 3X10 4X5mz U=535 1.2:„...1.... ..81:.93- 3-71_ 3-6-13 -5- 3-3-6 5-11-1 4-9-9 1-3-3 4-8-13 _1I-_2-aI 2' 2' 1-8-9 i2- 5-10-5 5-8-9 -8-10 2' _2_ 6-0-13 5-11-1 -1 L- 17-3-6 �I_ 17-10-14 J ft 35-2-4 Over 2 Supports >-1 R=167 Rw=488 U=424 W=5.5" RL=62/-28 R=208 PLF U=57 PLF W=34-8-12 Note: All Plates Are 1.5X4 Except As Shown. Design Crit: 1RC2012/TPI-2007(STD) . .0 PROF% PLT TYP. ITWBCG Wave FT/RT=2%(096)/4(0) 15.02.0,,_ ‘4 19576 - SS,le OR/-/1/1/-/R/- Scale =.187511/Ft. • Truss ComponenuofOregon (503)357-1118 ••IMIwIIMCI•• KM in Huse N.I.roles ON MIS mMINO! 0 41 ti9 TC LL 25.0 PSF REF R7175- 65071 825 N 4th Ave,Cornelius OR 97113 ••I TroT•• MINN,Tills walla To ALL CONTRACTORS INCUmlIw TRE INSTALLERS. 19676 _ Trusses rows.extrema c.re in febr.t.tlnp. handling. shipping. installing end bracing.Refer to and follow 5111, TC DL '10.0 PSF DATE 03/18/16 the latest edition of SCSI (Swlldlrg Co porrK Safety Information,by TPI end ior TCA) for safety practices prow „ to Wrformflg these raatlof.e. Installers shall provide teaperuy bratlnp per SCSI. Unless.aces wtlarwl N. cup tlnrd shall have properly attached structural ah..tII irq and wtcom chord shalt nave rigid ceiling. locations show,for.permanent lateral restraint of few email rfpea bre.ingtm anion Pef xsl 0 ,:120 6 BC DL 10.0 PSF DRW CAUSR7175 16078020 ,4 (��N sections 117 or 1110. at applicable. Apply plates to each face ofd truss peflthon as show,above and e. _ _ tla-'wi.�I»tahl.. ,a,lesa set a a:71.e_ parer to drmahrga tow_:ror,,amara plot.p:itIon". BC LL 0.0 PSF CA-ENG GWH/GWH ap..m, a d,a..on or uR Y.flu..q cafpc...r.c.crpup Irw.sMn .wrpor»,bl.r.r any w.,,afen, t n OREGON J N.np. any re.oere to U„la tla trust n.ce„r..r.w......at,ANSI/IPI 1. .r for twat.... eh.$,)"a. TOT.LD. 45.0 PSF .._AN ITW COMPANY enwtellat..n a W'ectne or trusses. drawing. ,"S 114/ ZM V0* GSEQN- 250640 Areep ro b11MI. 1ty dewing far the design'feting w TFwwwrwl l lte ma how Si'ns tn.ddrr nye any. .I.Gr O V W I Rm.=Cock naspwwul my of the building 5.51et.,'per ANSI/Tel 1 See.R. 1 • QUR.FAC. 1.15 FROM FP Sacrxpmto.CA 95N.27t for more information see this JN•.general notes paw and those deb sites, ALPINE,wew.elpnaltw.cawl TPI:w__tpinet.org,RfCA:wem.sbclndustry.com: ICC:wNwl.wpwa01aolT.ioseef•.or9 SPACING 24.0" J REF- 1 VP27 1 7 5202 THIS OM PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115042--TIMBER TECH FRAMING -BURNHAM-ASH/ BLDG 1-WEST -- ASH AND BURNHAM TIGARD - Z2) Top chord 2x6 HF #2 Truss transfers a maximum horizontal load of Bot chord 2x4 HF #2 11401 # ( 250.00 plf ) along top chord, from either Webs 2x4 HF Std/Stud direction, to supports where Indicated. Diaphragm and connections are to be designed by Engineer of Record. 5 Special loads Drag Loads: Force(#) (PLF) Mbr Start End (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Case 1; 11401 250.00 IC 0.00 45.60 TC- From 190 plf at 0.00 to 190 plf at 45.60 11400 249.97 BC 0.00 45.60 BC- From 20 plf at 0.00 to 20 plf at 45.60 . 120 mph wind, 44.23 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Wind loads and reactions based on MWFRS with additional C&C member anywhere In roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC design. DL=6.0 psf. End verticals exposed to wind pressure. Deflection meets L/180 (a) #3 or better scab brace. Same size & 80% length of web member. criteria for flexible wall coverings. Attach with 10d Box or Gun nails (0.128"x3",min.} a 6" OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Deflection meets L/360 live and L/240 total load. Creep Increase applied per IRC-12 section 301.5. factor for dead load is 1.50. WARNING: Furnish a copy of this DWG to the Installation contractor. Truss must be installed as shown with top chord up. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. U' = Negative reaction(s) (see below) require uplift connections. 3X5= 5X7:- 5X7(R) X75X7(R) III 4X5= 4X5= 3X5 III 3X5= 4X5= 4X5.------ 5X7(R) III 5X7= own 2-6-13 - (a)...%ltihp%�" r (a)%�„"`%%h%%��— (a)..`'',''`,%%%t"'- (a) ,,`',`,,`,`��``=y��"•`'•`''a) _•�',.,s'a"'a) — `�_%%%%% •''(a) '�� '''"'"(a) i. - — i%///// 441-8-0 3X7 iii 4X5= 4X5= 4X5 3X10= 4X5= 3X7= 4X5= 3X7111 U=486 3X7= 4X5= U=486 1 1214. 5-5-6 5-8-13 5-8-14 5-8-135-8-13 5-8-14 l 5-8-1 .� 5-7-1 5-7-2 5-8-13 5-8-14 5-8-13 I 5-8-13 5-8-14 s.}e 5-8-14 5-7-1 45-7-4 Over Continuous Support R=210 PLF U=56 PLF W=45-7-4 RL=1/-1 PLF Design Crit: IRC2012/TPI-2007(STD) ,EO PROAL PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.02.' • �1 ,e-6, `psi OR/-/1/1/-/R/- • Scale =.1875"/Ft. i " A IINGI'•nun moo mai ALL NOTES a nus • Truss Comp�ments oOre on (503)357- 118 1 moms! �l 825 N 4th Ave,Cornelius OR 97113 "1 ""r" MINIM TMrs nr.INa TO AU-mrmleraa ucrwlw nc IosF�uos. C'! �i TC LL 25.0 PSF REF R7175- 95761 Trusses require extreme cure In fabricating.handling. shipping. 19878 P inTPIle,,d end bracing.g. wefer a,/follow TC DL 10.0 PSF DATE 12/14/15 the.,tort edition s er nctl nsulldlst Crops shall Safety Inf.rrt..r by cTPIin end emuI for sesstY noted prier /1 + to proem sheing tires rpropler.. Installers er l pra„d.,,g.adery bracing per SCSarl Unless perly dttr,wisd, 14iikh triprig error/shall hove properly.tt.d,pd smit..lateral elwral restraint and becceb sewed whave.properly etper se /� % BC DL 10.0 PSF DRMI CAUSR7175 15348233 rigid coiling. Locations silo.,for perwaiwnt IKar.l rests int nT bees shall have brim..latall.d per SCSI t1 sections e3.e]Or o1o, w applicable. Apply plates to each face of truss mid position es show,above and en 1 1412015 AlPENI t w Joint Decalin, unlove netW otherwise. Reror to drawings ibOA_Z mer ataNard plat. itldn, OBC LL 0.0 PSF CA-ENG BFR/GWH \V' lr�Il Alpin..a aiv.len er 11W JulIdieg Gaipww,ct Crap Irrc. .0*11,rot M respw,s lE in rnr de,ristlm Iron hi. drawing. any failure to build the truss In oonrorwnehandling.e with AN51/751 T.or far handling. shipping, `. AN ITWCOMPANY .wits.lotion A br„oing \\ REGON n a,1� N& TOT.LD. 45.0 PSF SEQN- 7282 REV on awl this*why.r epogo I1.tL log Sills droving. I.,/ oos.weaept nha aw of Fr ..la1.I ogw lnrine rosg owibl l lty.al.ly far the Nowlin elle., Th.,,.tool i lq on/we of tills drwlsg for shy nrresurai la al.0351 64$1 Rrnaw Cock rosp..ibl lloy oe eu f t l ldineab D19,.r par AlISI/[PI 1 5..,:. DUR.FAC. 1 .15 Sacare.lo.CA 95020 For were'cremation see this Job'.general nines page and throe we a,tc.: Ranewa1 Date worm 7 SPACING 24.0" JREF- 1VMD7175Z07 ALPINE:wbaF1 w.alplitw.coe: T : rw.tal,at.org;NTCAww :w .ebal,ddstry•o : ICC:era.iecwr..ory THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&01MENS IONS) SUBMITTED BY TRUSS MFR. (1115042--TIMBER TECH FRAMING -BURNHAM-ASH/ BLDG 1-WEST -- ASH AND BURNHAM TIGARD - Z3) Top chord 2x6 HF #2 Truss transfers a maximum horizontal load of Bot chord 2x4 HF #2 13344 # ( 250.04 pif ) along top chord, from either Webs 2x4 HF Std/Stud direction, to supports where indicated. Diaphragm and A -----:5) connections are to be designed by Engineer of Record. '/v Special( loads Drag Loads:13344e(#) 50.04 TC Start. 0End. (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Case 1: 13344 250.04 TC 0.00 53.38 TC- From 190 plf at 0.00 to 190 plf at 30.00 13342 249.96 BC 0.00 53.38 TC- From 190 pif at 30.00 to 190 plf at 53.38 BC- From 20 plf at 0.00 to 20 plf at 53.38 120 mph wind, 43.75 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psi, wind BC Wind loads and reactions based on MWFRS with additional C&C member DL=6.0 psi. design. (a) #3 or better scab brace. Same size & 80% length of web member. Left end vertical exposed to wind pressure. Deflection meets L/180 Attach with 10d Box or Gun nails (0.128"x3",min) C 6" OC. criteria for flexible wall coverings. In lieu of structural panels use purlins to brace all flat TC a 24" Bottom chord checked for 10.00 psf non-concurrent bottom chord live OC. load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase WARNING: Furnish a copy of this DWG to the installation contractor. factor for dead load is 1.50. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. U = Negative reaction(s) (see below) require uplift connections. 5X7= 5X7= 5X7(R) III 4X5= 3X5111 4X5= 4X5= 6X8= 4X5= 4X5= - _ 0.5 (a) 4X5= (a) 3X7(R) III 2-6-13 (a).t (a a -.:47,-.4 ..�� -77 3X7 III - 4X5= 4 U=475 4X5= 3XU 1113 4X8= 4X8 " 5-10-15 -I` 6-0-11 'I- 6-0-11 "I- 60--11 'I 55-9-135 'I 5-19--0 ''I- 5-11-0 'I` 5-11-0 -I- 5-9-4 -I L 30-0-0 23-4-8 OWI 1 53-4-8 Over Continuous Support R=210 PLF U=48 PLF W=53-4-8 RL=1/-1 PLF Design Crit: IRC2012/TPI-2007(STD) , O PRO PLT TYP. Wave FT/RT=291.(0%)/4(0) 15.02.0,4 •0: _ ' �Fdtt OR/-/1/1/-/R/- Scale =.125"/Ft. Truss Components of Oregon 1503)357._118 ••1Am1INGI••MAO Aso FOLLOW ALL NOTES ell MS MAIM! {•'tit/(.- 825 N 4th Ave,Comehus O 97113 •'I lrfT•• MINIM TIM aw1101 m ALL COMMACIOAA INCLIOINO TM IMATILL[16. F TC LL 25.0 PSF .p REF R7175- 95762 _ T in • require extreme care rebel sting,handl slapping. Irate,.l.5.nd bracing-Refer to felts. 19fi7s IC DL 10.0 PSF DATE 12/14/15 retest edition or SCSI Maiming Campo..Safety Information. by I end OTCA) for rely a...titan prior , n to performing trema function... Installers Mel l provide temporary betting per SCSI. Vole.noted otherwise. CW stem shell Lanae pons shown n for pe"truemanentulal r., restraint we bottom b chordWaif avenalf nava a properly etc .land / BC DL 10.0 PSF DRW CAUSR7175 15348242 /11P.- rigid coni Seq. Locations+I.o.n for permanent lacers! tral,.c or webs anent Sew erasing Irecel rad per.Csl / /�t ,4� �� soot..83.S)r 810,es applicable. Apply plates to each fete of trues aro position as sinew.,above and an l lanOts 7,:,---...::::::' o ,---Mata: 7:711747:07::7"... e.noted at,.a.ml... Rerer to drat,n.A,Rat-:ret ate„d.rd plat.pelt':.:. BC LL 0.0 PSF CA-ENG BFR/GWH f Alpi +al.lnhen or to wl la:.q tp.00..o.ca Group Int. eh..11 nx w respon.shbl.for ray de..l.elen era.thin OREGON drewl.g, any failure to bu.10 the cress in oanformence with A16IRp1 1,or for handling. shipping. n AN fTW COMPANY Intal Linen A ermine of trusses. 17 �,,,,zo..iad` �� TOT.LD. 45.0 PSF SEQN- 7285 REV A eel am tele trml.5 or ester este 11.01.5 M1.Arming, Inel.efee ee.t ,.e ef p.-t Ienel al.pl.erlre .... SA reep.rwbbbllty safely far to duels.sheen. Tie eulte►111fy we tee ef this d,.el.5 for e.y Immature is the 401.i • NDUN.FAC. 1.15 FROM DE 8351 R.xaP3 Circle r..p.n.lblf lop er ane S..ltdlnp Designer pr AM11/1p1 1 See.Z. SAa31110110.CA'#R2R For were Information tea this Joe•o general notes pent and these web alts.: RN11wMI NIN Wt01T SPACING 24.0" JREF- 1VMD7175207 ALPINE: w.elpl,wltw.ew TP1:ew...tpleet.or.:1ffCA:aaM.ebelMuatry.com: ICC:e+w.leeeefe.ory THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115042--TIMBER TECH FRAMING -BURNHAM-ASH/ BLDG 1-WEST -- ASH AND BURNHAM TIGARD - Z4) Top chord 2x6 HF #2 Truss transfers a maximum horizontal load of Bot chord 2x4 HF #2 6904 # ( 250.07 plf ) along top chord, from either Webs 2x4 :HF Standard or HF Stud: direction, to supports where indicated. Diaphragm and �g connections are to be designed by Engineer of Record. ...&fY� Special loads Drag Loads: Force(#) (PLF) Mbr Start End (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Case 1: 6904 250.07 TC 0.00 27.61 TC- From 190 plf at 0.00 to 190 plf at 4.20 6902 249.95 BC 0.00 27.61 TC- From 190 plf at 4.20 to 190 plf at 27.61 BC- From 20 plf at 0.00 to 20 plf at 27.61 120 mph wind, 43.75 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Wind loads and reactions based on MWFRS with additional C&C member DL=6.0 psf. design. (a) #3 or better scab brace. Same size & 80% length of web member. Left end vertical exposed to wind pressure. Deflection meets L/180 Attach with 10d Box or Gun nails (0.128"x3",min.) a 6" OC. criteria for flexible wall coverings. In lieu of structural panels use purlins to brace all flat TC w 24" Bottom chord checked for 10.00 psf non-concurrent bottom chord live load OC. applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase U = Negative reaction(s) (see below) require uplift connections. factor for dead load is 1.50. 4X8(R) III 4X8(R) fibT l•' 3X5= 4X5= — 0.5 _ 4X5= ___4X5=_ _ : .r _ (a) 3X7(R) Ill 2-6-13 - , +++0 �w�+++`+++� a)— ter,++++:wi ++��^�►+++++r++++++++++___ i iii, T �_,-_ 1-7-2 3X7III 3X107.- 4X5= 4X5= 3X5= 5X5= U=300 U=582 3X7 III 4-2-6 5-9-6 5-11-2 5-11-2 5-9-6 4-0-10 5-11 2 • 5-11-2 5-11-2 5-9-6 L- 4-2-6 —la 23-5-0 bi 1 27-7-6 Over Continuous Support R=210 PLF U=58 PLF W=27-7-6 RL=1/-2 PLF Design Crit: IRC2012/TPI-2007(STD) .EO PROF. PLT TYP. Wave FT/RT=296(076)/4(0) 15.02.►,°. ..- eerli ' S° OR/-/1/1/-/R/- Scale =.2511/Ft. Truss Components of Oregon 003)357- 118 ••WARNlNGl as REM MD FOLLOW Mi MITES MI TIS DIMING? �l- F 825 N 4th Ave,Cornelius O 97 13 "l raoae ANlAlsll 111.1 011y11M m au COIMWC OM INCUIDINb 1111 IIIgT1W.[■S. 0 19 78. TC LL 25.0 PSF Trusses require extreme emu in f.brreati,g.handling. .hipping. ...telling end bracin. Refer to.od roil.. REF R7175- 95763 the latent edition of SCSI(building Component Safety Informetlon. by TP1 dire ATG)for safety precticea prior ' ,l TC DL 10.0 PSF DATE 12/14/15 to performing these funationo. Instep lens shell provide temporary bracing per SCSI. Unless noted otter-rise. top chord shell hasp properly attached structural aneethitg end bottom Nord shall have a properly attached 41111 '.. rigid ceiling. Leeatlona shosn fee poreNpnt i 1 petraint er sopa en.,l hen.bracing installed per best BC DL 10.0 PSF DRW CAUSR7175 15348258 A Pi the tea bl w'bio, n noted.able, apply plates to a.eh fee. triton,lie peal tie a.bean.bey.•e an 1 '14/2015 Joint Detail., unless otherwise. R•fer to drawings/sG-r for ateneerd plate positions, OREGON BC LL 0.0 PSF CA-ENG BFR/GWH alpine..division of ITA building Compe..en•Croup Inc. Shell not be ror Yban lforlo way e.vlatlpn from thin /s' `. drawing, w,n A drawibuildforfailure of trusses.he p»1 on this droving sr saner page Iletles tele doming. Ihel.seo. 9ROA•mile•11". ter these*1.1.dm el lffen my sl geld' I the V IOWA, Me 0351 Rwa a Circle r" e11.1llt'y sotee lely Building Desiglgner per alal�I I See i ale ver x Ori.Smelly lar any strum.*Is OUR.FAC. 1.15 FROM DE Sacramento.CA 95820 w.•aw mere information see this Joe'.general not..pimp and thene nob sites: Ruagweloream01201' SPACING 24.0" JREF- 1VMD7175Z07 ALPINE: Ipllte.toa: TP1:www.tpinst.org:AIGw : w..btindustry.con: ICC: .icesnre.org THIS D6 PREPARED FROM COMPUTER INPUT (LOADS 5 DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115042--TIMBER TECH FRAMING -BURNHAM-ASH/ BLDG 1-WEST -- ASH AND BURNHAM TIGARD - Z5) Top chord 2x6 HF #2 Negative reaction(s) of -398# MAX. (See below) Requires uplift Bot chord 2x4 HF #2 connection. Webs 2x4 :HF Standard or HF Stud: Truss transfers a maximum horizontal loadof Special loads 12148 # (# 250.00 plf ) alonggtop chord, from either (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) direction, to supports where indicated. Diaphragm and TC- From 190 plf at 0.00 to 190 plf at 34.46 connections are to be designed by Engineer of Record. TC- From 180 plf at 34.46 to 180 plf at 48.59 Drag Loads: Force(#) (PLF) Mbr Start End (-1.3 : BC- From 20 plf at 0.00 to 20 plf at 34.46 Case 1: 12148 250.00 TC 0.00 48.59 BC- From 10 plf at 34.46 to 10 plf at 48,59 12148 249.99 BC 0.00 48.59 BC- 78.14 lb Conc. Load at 48.46 120 mph wind, 44.23 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Wind loads and reactions based on MWFRS. anywhere in roof, RISK CAT Ii, EXP B, wind TC DL=6.0 psf, wind BC DL=6.0 psf. End verticals exposed to wind pressure. Deflection meets L/180 criteria for flexible wall coverings. (a) #3 or better scab brace. Same size 8 80% length of web member. Attach with 10d Box or Gun nails (0.128"x3",min.) 0 6" OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of Truss must be installed as shown with top chord up. trusses. See "WARNING" note below. The TC of this truss shall be braced with attached spans at 24" OC in U = Negative reaction(s) (see below) require uplift connections. lieu of structural sheathing. "a DO NOT TURN TRUSS END-FOR-END f!e 5X7(R) III co-4X5= 5X7= 5X7= 4X5= 4X8(R) iii + 2-6-13 (a (a;""•••.... (a -I � i)a2-6-13,mh. _ 7 41-8-0 3X7 III 4X5= 4X5= 4X5= 3X10= 4X8= 4X5= 4X5= 3X7111 4X8= U=402 5-9-13 � 6-1-5 6-1-5 6-1-5 6-1-5 6-1-5 4-1-15 4-1-1 3-9-4 5-11-9 - - ai 1 5 G 1 5 G 1 5 6 1 5 6-1-5 4-1-15 4-1-12 F= 48-7-2 Over 2 Supports al R=227 PLF U=60 PLF W=40-9-14 R=736 Rw=826 U=398 W=5.5" Note: All Plates Are 3X5 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) 9 PROFF PLT TYP. Wave FT/RT=2%(0X)/4(0) 15.02.,' 1: • S� OR/-/1/1/-/R/- Scale =.125"/Ft. Truss Components of0 on 1503)357-2118 "wlMUll(l THIS leo MAUI ALL sons a nils INCLUDING y REF R7175- 95779 825 N 4111 Ave,Cornelius OR 971 i3 "1�"�" ^A"ISH TMls°Iowa°TO NJ.mtrrly'°a 1"a°°Iw THE IrsrAt►oa• (< �G`N�F� 0 TC LL 25.0 PSF Trusses require extrema care to fabricetine, hendumg. snipping. Installing and bracing. Rorer to end fellow 19676• TC DL 10.0 PSF DATE 12/14/15 the latest Miura.or SCSI (d,ildt,g Component Safety lnforwation.by rpt end RG)for safety practlees prier r o performing these functions. Installers shell provide temporary bracing par SCSI. !Aileen noted Otherwise.gdillikO - top chord shell have properly attn.',structural sheathing end butts chore shell Iain*a properly att.cied I rigid ceiling. Locations slam for permanent l 1 restraint or pees shell lames bracing installed per 9001 /- . / BC DL 10.0 PSF DRW CAUSR7175 15348301 � � sertlen>a 03.91 or 010. as wtic.,.. Apply plates to each race of tiles end position as sheen,sea,,.end on ( 14/2015 (� the hint Detail, hole.noted otherwise. Refer to drawings 160A-=for standard pieta pofitiwa_ Alpine, m division of llw wilding e*eponente Gra, Inc.shell not b.responsible for any de..letlon from this OREGON BC LL 0.0 PSF CA-ENG BFR/GINH drawing, any rename to build the truss In conformance with AR41/71,1 1, or for handling, shipping. AN ITW COMMNY installation i bracing ar trusses. r/ A Noel en Nie wa.ing or ewap,peg.Pl.tlp NI.Irwin., Indleetwe or p,.?...ipial Melnwrlp e9 '3.20,1146 G'0, TOT.LD. 45.0 PSF SON- 7304 REV reepenelb111y eerely fee N•...gr..bean. The ault.blley and w oar t0ii.Kwlne roar ply eavoter.1.theNO' DUR.FAC. 1.15 FROM DE 8351 Roam Circle reapah.lbl ISty.f ee Mi Nip 9eelv,er par AR91/TPI 1 see.2. O. 9 .f"` SaciamcmCAWO far more t iccom: P e*.this Job's ga oral notes page mt the,. sites. SPACING 24.0" • JREF- 1 VM07175207 ALPINE: wm..atp ire rte.cw: ill:....tpi mc.erg:fru:wws.+bolndwcry.co.: ICC:.ww.lccsar...wg Rw19Ur91 D919 wlW2017 THIS MG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115042--TIMBER TECH FRAMING -BURNHAM-ASH/ BLDG 1-WEST -- ASH AND BURNHAM TIGARD - Z6) Top chord 2x6 HF #2 Truss transfers a maximum horizontal load of Bot chord 2x4 HF #2 8500 # ( 250.00 plf ) along top chord, from either Webs 2x4 HF Std/Stud direction, to supports where indicated. Diaphragm and �(� connections are to be designed by Engineer of Record. �J Special loads Drag Loads: Force(#) (PLF) Mbr Start End (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Case 1: 8500 250.00 TC 0.00 34.00 IC- From 190 plf at 0.00 to 190 plf at 34.00 8499 249.97 BC 0.00 34.00 BC- From 20 plf at 0.00 to 20 plf at 34.00 120 mph wind, 44.23 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Wind loads and reactions based on MWFRS with additional C&C member anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC design. DL=6.0 psf. End verticals exposed to wind pressure. Deflection meets L/180 (a) #3 or better scab brace. Same size & 80% length of web member. criteria for flexible wall coverings. Attach with 10d Box or Gun nails (0.128"x3",min.) a 6" OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Deflection meets 1/360 live and L/240 total load. Creep increase applied per IRC-12 section 301.5. factor for dead load is 1.50. Truss must be installed as shown with top chord up. U = Negative reaction(s) (see below) require uplift connections. 4X5= 4X8(R) III 4X5= 3X5= 3X5 III 3X5= 4X5= 4X8(R) III I 1� _ - - I 2-6-13 I (a�`1�p�N&```►.c (a``,%%%, `��;w (a)''..........�� y�••+``'''"'(a)S=.0"+••`•', (a i ��e`•••+'++•+'(a) �) 2-6-13 /////////////////////////////////////////7 •• ///////////////////////////////////////////////////7////• I 41-8-0 I X7 HI 4X5= 4X5= 3X5= 3X10 4X5= 4X5= 3X7111 U=413 U=412 1"12 5-5-1 5-8-9 5-8-9 5-8-9 5-8-9 5-6-13 5-6-13 5-8-9 5-8-9 5-8-9 5-8-9 5-6-13 E34-0-0 Over Continuous Support ,1 R=210 PLF U=58 PLF W=34-0-0 RL=2/-2 PLF Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.02.;,0 -',':' i 4: OR/-/1/1/-/R/- Scale =.1875"/Ft. Truss Components of Oregon (503)357-!118 "imm1IeG1••READ ND mum ALL 1Srn3 ON THIS ww111g1 IN Sj 825 N 4th Ave,Cornelius OR 97113 ••IWP TAIII' MINIM TIM ugt117w T1 ALL CONIIAI llny egCIIDIMO"E IU5TMyAy. c1G $F� p TC LL 25.0 PSF REF R7175- 95764 Trus..s repaint eatrae caro In fabricating,hwdl Ing. *hipping. 1r...fling end bract Nor.to a' folios __ the Iateat copies of SCSI (wilding Component Safety Inrera.tl.. by TPI and 1TCA)for safety precrico•prior t..... '18578P TC DL 10.0 PSF DATE 12/14/15 to performing H nava functions. Im,toll ste Stull prp•Irncg.end be brae per SCSI.ll .Sopa per•y atlda. /r — top mord shall Mw properly attathad structural sheathing end butts chord shall have•properly attached rigid ceiling. Le.tl s show,for per.vbnt I 1 train or me..lull have breclrg Installed per SCSI /- � BC DL 10.0 PSF DRW CAUSR7175 15348255 -,�� lone 03, ul enl ppllcebl•. Apply pletes to•ech foe.of truss and position as.bow,abase and en A tAl blot Succus.unla.-rptil nng Co..a. Sefer :::-....,:-...-2b:-: :-....16DA_z rer Ttwdard pier.ny devI.tl 1-1412015 BC LL 0.0 PSF CA-ENG BFR/GWN Alpin. a yl fails eh 1bu&,i thing truss in co.Crap Inch ASI not be ror for i hl•far ons hppi .on 1rs cols mewing.any Margo build the truss in conforeme..I�l,ANsIl1TI 1, or far headline. shipping. OREGON TOT.LD. 45.0 PSF SEQN- 7288 REV AN RW COMPANY Installation I bracing of trusses. A as/en alls dimly of.over peg.I letlny this arse IMleetie r preMela., 1 ri 400 Sle 8751 Rmana Circk t iesimsibI lies solely for Wry lia'.I"o -lwl/IPiws...e w,i...�t'�1."°dr.:t....r.w.t...tl'""I.v,. OL FROM DE ,1� DUR.FAC. 1.15 Saoammlo,CA 95RZN For were Information see this,ab's general nota page end these nab alts: SPACING 24.0" JREF- 1VMD7175Z07 ALPINE: mt•.alpineite.es:TPI:...tpinst.org:1TCA:w.ab.Industry.c.6c ICC:.ae.Iccsefe.org ReapicIDet.e/3O/2I. 1t THIS DWG PREPARED FROM COMPUTER INPUT (LOADS s DIMENSIONS) SUBMITTED BY TRUSS IFR. (1115042--TIMBER TECH FRAMING -BURNHAM-ASH/ BLDG 1-WEST -- ASH AND BURNHAM TIGARD - Z7) Top chord 2x6 HF #2 :13 2x6 HF SS: Truss transfers a maximum horizontal load of Bot chord 2x4 HF #2 5990 # ( 250.00 plf ) along top chord, from either Webs 2x4 HF Std/Stud :W8 2x4 HF #2: direction, to supports where indicated. Diaphragm and 10. connections are to be designed by Engineer of Record. Special loads Drag Loads: Force(#) (PLF) Mbr Start End (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Case 1: 5990 250.00 TC 0.00 23.96 TC- From 190 pIf at 0.00 to 190 plf at 6.24 5988 249.94 BC 0.00 23.96 TC- From 190 plf at 6.24 to 190 plf at 16.57 TC- From 190 plf at 16.57 to 190 plf at 23.96 120 mph wind, 43.99 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- From 20 plf at 0.00 to 20 plf at 23.96 anywhere in roof, RISK CAT II, EXP B, wind IC DL=6.0 psf, wind BC DL=6.0 psf. Wind loads and reactions based on MWFRS with additional C&C member design. End verticals exposed to wind pressure. Deflection meets L/180 criteria for flexible wall coverings. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. (a) #3 or better scab brace. Same size & 80% length of web member. Attach with 10d Box or Gun nails (0.128"x3",min.) e 6" OC. U = Negative reaction(s) (see below) require uplift connections. In lieu of structural panels use purlins to brace all flat TC a 24" OC. Deflection meets L/360 live and L/240 total load. Creep Increase factor for dead load is 1.50. 5X7(R) III BX8= 0.5 - 4X5- 8X10-- T3 3X7 III _ _ +�,i T 2-1-4 a1%4ti*>►�� In (aj��%�� (a) 144%4% 1 W8 k��'4WW41.41# III .oik ) 2-6-7 op 41-8-0 tl///////////////////////7/////////7//////// ///////////////////////////// / 3X7III 4X5= 4X5= 3X5= 4X5= 4X8(R) m U=310 6-2-14 5-2-0 5-2-0 7-4-10 6-1-2 5-3-12 5-3-12 7-2-14 1_ 6-2-14 ,I_. 10-4-0 _I- 7-4-10 _I FE 23-11-8 Over Continuous Support R=210 PLF U=58 PLF W=23-11-8 RL=3/-2 PLF Design Crit: 1RC2012/TPI-2007(ST0) 'R ED PROF. PLT TYP, Wave FT/RT=2%(O%)/4(0) 15.02..e . •1 Sap OR/-/1/1/-/R/- Scale =.25"/Ft. ••1rARK FURNISH ••Roam R&iOM ALL norm alms onrinINCLUDING 1 q% _REF R7175- 95765 Truss Components of Oregon (503)357-1118 t e•IM'011rAllre• IVIwI3B ells WADING m ALL eg1P,PBlcrpq IlleaW IM 1NF INSTALLERS. V `� TC LL 25.0 PSF 825 N 4(h Ave,Cornelius OR 97113 trusses 10575 P y latestrequire extreme SCS tare in r..0..pont handling.oration. installing..d)fes g.Refer to e see regime TC DL 10.0 PSF DATE 12/14/15 the erfore edition of SCSI (sella st Component me.wf.ty Information, by t Net and INCA)for seroe],ted otter prix /, n to pchord ieg the..functions. Ite....l ler.moll provide temporary treeing per Bell. loinss netts ath.. kiwi cdilibg tap chord,ng. Love properly e for permanent ral lag.01 ret ..d bottom chord.hall nave a Installed attached SC (- BC DL 10.0 PSF DRW eAusR717s 15348256 rigid q,li,g. Locations ngenl ter perer.nent lateral restraint or arta shall have bracing leetwllod per SCSI A I- 33 ...slain Pel 57i or unless other. Annie. R Wet.*o dr wing r1ta far...nd rd Clete to po.tions. .m an 1%14/2015 " tM Joint Bat ail o. 51, e r appl cables. fer.o to each e1t. er tri.ten.ere tien es ahem` roe I Alpine, a division er Ili Building Components Oreup Inc. .Mil net to responsible for any devistitn from thin OREGON BC LL 0.0 PSF CA-ENG SFR/GWH taming. way failure to build the mJ AN MIN COMPANY itrims in conformance with ABSI/Tpl 1.on for handling. shipping.nstallation t treeing of[rises. TAISIPN.213.0011 TOT.LD. 45.0 PSF SEQN- 7291 REV A.sal a fgla drew/ng or tee,pip ll.tlr*this drwlrB lndle.tee.ee.peeoe.Cr pta/w.le"pl.nglni.rlrq raepw,eltl Pity.elely per a.!.sign.tarn. Ila...lt.ed Pty .t Ml.dresIM ter�.y Rputturt It tlr Ot O e W� !O$1 RUt'aln ciRk �.patnitl Slay ar the Mal Nilly Peelgrer per AIMI/,p1,Sma.:. DUR.FAC. 1,15 FROM DE Sacramento,CA 93820 Per"erg NE ,einform.wit..see Chia_Ina'.general notes pig..,.d these web cite.. RLtnewdDateeM RO,T SPACING 24.0" JREF- 1VMD7175207 ALPINE:am.alpil .eeme w Trl:amm.tpieee,org:RICA: ".stcind.ecry.coe: ICC: -.Icce.ere.arp