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Plans (54) OFFICE COPY '` k67-71-0 /10- 00a3 �..® l 5'1e30 5w 74 �40-Q- RREVISION MiTek® ________ _ ___________ 1111Tiolk MS,Inc. Coon Minngstartim Ilk- 18738 lAlfT0114AILID City ,7t r'gard Approved Plan ; By nate %11_71t_-_--) .0 The truss i s)—i helm lone Imo pegpowal bar illkT s• es wteathe ,,., „r;,� ,. Pacific ..riotJrT acs...Pares > x —'_A by gas.eall_ 1:2183675 doer 12141371111 My boom sciewil sine for liic alum of tfcrr„is D,or awber 31,20i 7_ Icier&sips mews ams is arsftWeioct will Al f[!i 1-20 17______53 These inos shesiges may lie homier s reniMishei by 414 89200PE r" C)71 , OREGON 4, to 4 14 2°N i.k"- MEy RRI1- - $ jr4k142e1 June 22,2016 • C, David newel ea thew tiorwiers+aiTesre aeszpiame dam{cogisorring tropinshirgy solely for the isms �� s itai�MY awl use of an a� m�ye� �eat far aioiiiag is the per L , ;#, ,tet ceranos ` #tik€rnirilFitet:�ie # - - 3 -_ Liver! I azrz ansurameorws740.4".417.0redembovaaconemarrozireswwwwaimimikkii.iiimuaLzti-7:4,47:4 zee I s s I oral t 1 tanks i 1004 tart 3 Ce-2-11 452-111 16240 2116.13 swat VAS sols 1 SaiS-sr a�r B 'q1 116Ver yre r as iiirma4 Min♦ 4i Intce00, -+..'" *s as la ill I,-.^� ar .zn�-_,.i ��r �rr` "'_: r_Ems_ -a_w"---+�_--__'�,.�asi -117 i 4* tit #ta T :D' 22 13 26 .} xi, '� A Wig* - `• ._'.�'-..-__ 47;P' .. r," are_ 1110 H 1* ti ant Ham ti AP An ii, al II +a 9tA AIR Illi * z Z II a►tte JUR aita IlLA, 11 ttr ft sit flee 3s it am li 46, ` - , 424 4f II aft lbw H ave II int s2s 41.21tinsa H Atm sit __�_�._�: ri f 2,44, --f _.mak i 144 ;gid Usismossisost 2- 2 2 94ri AWL in Vac) WA PA IntAPHIS OW __ ?� SAS allanGarra311- 1_15 IC UM litiapia) AM 3f AIM > ma its• A# MrOr .41`31 1� Cada Aranzipagnir . lleSPAS omit tis Mat tillilliggs- =2 , 1011P01010 21tR1F dWc sior kt2 rsi _Y_ ati NW Milo 2ltttiF 2 i11at�oS. 2sc9sootg VIEW b 141 - if niiaoecand 'ate nationi _.__--_-- ter ise ,- lam 44p/l? t/bsetaae 241 = 4 54a 4ii- - Ir . ti 1 +tri Q,.meq 1"1 .,. 15-107=-4846/1466,16-107=-4854/1465,16-108=4851/1461,17-108=4869/1458, 17-18=4835/1441,18-109=-4840/1439,19-109=4856/1438,19-110=-4833/1422, 110-111=-4838/1421,20-111=-4847/1420,20-112=4861/1423,21-112=4879/1421, ,` REO PROFF�, 21-113=4863/1411,22-113=4874/1409,22-114=4829/1393,23-114=4864/1388, 23-115=-826/1684,115-116=-836/1677,24-116=-840/1671,24-117=-512/778 �J �NGIN�F9 s�0 BOT CHORD 2-62=-1384/4711,2-63=-2034/6827,63-64=-2034/6827,64-65=-2034/6827, �� 2 34.65=2034/6827,34-66=-2562/8425,66-67-2562/8425,33-67=-2562/8425, 9200PE �� 33-68=-2235/7454,68-69=2235/7454,69-70=2235/7454,70-71=22351/454, �� 32-71=-2235/7454,32-72=1229/4339,72-73=1229/4339,73-74=1229/4339, 31-74=-1229/4339,31-75=-198/555,75-76=-198/555,30-76=-198/555,30-77=136/589, i �i. 0 CC 77-78=-136/589,29-78=-136/589,29-79=-603/2446,79-80=-603/2446,80-81=-603/2446, 28-81=•603/2446,28-82=-674/2382,82-83=-674/2382,83-84=-674/2382, yG OREGON 1' 84-85=-674/2382,27-85=-674/2382,27-86=1119/634,86-87=-1119/634, 26-87=-1119/634,26-88=-1618/870,8889=1618/870,89-90=-1618/870, <0��Y 1 q 2��P'�� 24-90=-1618/870,24-91=-804/564 - WEBS 3035=-62/409,13-35=596/1997,352=-21181755,4252=371W1282,41-42=-371W1282, 11,1 -RR 0, 40-41=371W1282,4050=3668/1274,38-50=2706/949,3738=2747/956, 3754=2711/944,36-54-241/1063,35-36=-243/1075,35434-856/2947, Continued on page41-55=-850/2922,44-55=-975/3440,44 45=972/3436,45-51=-944/3358, EXPIRES: 12/31/2017 June 22,2016 A WARNING-VeAQr design parameters and READ NOTES ON MIS AND INCLUDED MITER REFERENCE PAGE p0.747d rev.10V3/2015 BEFORE USE. Design valid for use only with MTeke connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the budding designer must verify the appicabO of design budding design.Bracing indicated is to truss parameters°d properly incorporateonal this radesign into he Uthazdiamsgiumr- event bur=n of individual web and/or chord membersaAddHonal temporary and permanent bracing ¢aluulµc rgG+6ed&r itabB'ly atXl.tq,yaeuQnt�°ik•K+s>.y yy�cs� tatscammtimses4 i OeaDaaL .gree Iistimak ems-- =,- NI e 41'1 ;th4r-Iiiiiiiiiiiiiirrillill 1 _ Q ill114111 If0n lYt tifi i fid: 1fi l - t11 I ilil pilli 1 UIIIIJ 11111/1 II t f ta. tim � i .r1 iti I kl i lifiii lulopiplit I 11 i oda �. 01;11 if g [ f i_IJ i A t :lit of le OM IN 'it ' ' 1 VII ;I i i ql it 111 Porta '11 1 1 . f I 1 1 i i i Op Itil t ml I Hip 'I/ I 4 tt't' 11 la " 1 ' i II 11 t k OM ON 1 lj il rit iiiiirtgipgli filo ild2R y �' ..4i i 4tt i; 11 wi itli�f i ; J :42 '',1 ig, I!! Iiiiiiiitill i 4 1 I vW; , 44 t 'It 1 1"11 Lt- 4 m ti I .: !rid filit4tilill .1 i i il NI ; i',. II 11 i fifillitill t 1 f i w...„. ro 0 ,t.:., it 1 0 I ifiliNfli 1 1 1 I - lek i ,:; t 41 i iiiiiiiiiil i 1 , 1 cza 4 :'-,1:1 i at i ilfitilitill II 1 I _,Z4 J 11 lic 1 I I ' f i :';-::`, 1 lir r filliiir. i k 'f' t qi. 1 lifil ii f1 Mil fl ; t , r - 1111i ' 17 ! !i, r f - g I '!III I I j , I ill ii°1/i I II t M i 67s1F ISOMNININ Wissis lississa aq 1iis.zE. Vigo 1 ESTRINONsuipmesoishONisdinilf + tcstl i xa:ra f istss saAi l xe44 f f eater cans ci a-xt 14114.11l a4 I. ZAN =1,11.5 VH S tub at aa ' a asl�. rt t-'-' Tt■samta s - ,misrir it Em 3 -welled4 I OHIO .000...... - via 1111 412 az as ase s As s Ater= 22 2N MI V _ Al2I 316 II Ls fl abok_- 211/4- - 3ui Noe:,- 7ifi 9quii ALMgen#I 3a H arty it afait AM alit SANI !Soo 414711i ! l Frig S2,411 ! ,�#? 1 5.4** �o.7-iii! SINICINS- 7.141 CIL fissifamos Iz1_ 1L15 ICt s iiiti Lit I IOW V 1 aasi.rr�[S t$ a 4i Iii Wig MINNS ANS > 111 ?d! �.4arim siva NI) e 1 47 sail sial Nielistzegit _ . TEPIOININIS 2MitrifFINIJNINIr 2YrtiF 2 IlarDinifi aggplintar5 iagzSg NEM 1M2tttilF> Z€ OM ALM7sf 1��831a ENS fr asapis.a iallabiiariaa esmprisstme aF * iaaar ii et 14` ,45-ig BOT CHORD 2-41=-116714200,242-1852/6575,42-43=1852/6575,24-43=-1852/6575, 2444=-2228/7748,44-45=2228/7748,45-46=2228/7748,23-46=-2228/7748, ��arr PR OFFS 23-47=1863/6655,47.48=1863/6655,48-49=1863/6655,22-49=-1863/6655, 22-50=-1863/6655,50-51=-1863/6655,21-51-1863/6655,2152=1014/3957, Gj GINE sj 2052=1014/3957,20-53=-197/1481,1953=-197/1481,1954=587/2872, �N F9 p2 1854=587/2872,18.55=470/1039,17-55=470/1039,1756=1692/1008, �/ 15-56=-1692/1008,15-57=-627/484 89200PE r WEBS 20-25=-366/1508,12-25=-357/1520,13-18=-927/343,14-18=359/1461, 14-17=-3268/1152,3-32=-3040/1037,29-32=-4215/1404,28-29=-4215/1404, 2853=4215/1404,26-33=-424/184,2630=-424/184,3034=-424/184,31-34=672/2382, - LA 2531=-672/2381,3-24=-107/567,13-19=-229/288,19.25=-405/1509,13-25=-284/932, Q ■ 8-26=-330/92,6-28=342/101,5-29=-253/147,432=-415/145,930=271/75, 'y OREGON !' 2333=--387//12222-33=-50/406, 21-33=2837/899 4 ="249/925,24-32=-1251/401,20 34=3123/950, Gid it. b, 14 2.0 t r'� NOTEs- MFR R I Lk-0 1)Wind:ASCE 7-10;Vult=l4omph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf,h=258;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 Continued on page 2 EXPIRES: 12/31/2017 June 22,2016 AWARNING-wmy d.Npn pismire's ire's and READ NOTES ON MIS AND INCLUDED NITER Design valid for use only with AM1eld&connectors,Thisis bosed onlyuponREFEhshown,PAGEYr to raid ual b ia1n comp neE designof parameters etewn dap isproperly for ean incorporate thishilding component,overall not a truss system.Before use,the building designer must verify the appRcabaty design parameters and building design.Bracingindicated is to s tcarpato design into the permanent is..s. eo,irnom prevent buckling s of individual truss web Anand chord members only Additionalratemporary and bracing �stab4yf aodta:,pnesrentcdr.tps-s+athp�Lye.p�Aoalinlurtl and,prgpedM Ear - �awdgad � .tt>eWC 11,0 ° '''� (11111111111111111110111411111 ' Min ' will PNI i 1 ' el / ii WWII Fii 1Hill OH IN Lpo frill 1 110 1 1111011 11 III 1 I till il i iii 1 I 1 v I 1 i II 1 '1 '1 II * i rill hil i f 1 lilliflif i , [ � fil 1 ' IllNibill tsII E Ii pfJflfl'J� ti Utf li � N �i f : " �# 1 a t6 1IIF(..r r 1111LatfralamEtiWRIIIII MOUSE .I 1� r slerns t idYrietudur:Ain;ra, sr.r.�t�leel11e1ts lrilae.11 42-WaEn ?itrcSca2521 SIlliaicrira:e:iic iMiLicei Awl i T I 11 1322 r'- ,. -•.� .-,._.. _. .•:<,:: ::..., 222 1 I 2241 I 4241. I sert1 242 I I � I 4122 ,f 2241 3241 245 s31� s2= 211,--- $ S 31 err 4 122 33 . ,. iii 3, 3 s 6�'i/ 'moi►! 10000.4.4.146:41L.:- ,_ ;4° L. 21 13 22 21 11 24 la 25 Set= 12 as= 112= 42= 42 Sri= Asn I I 1221 I � I s 394.2 s 4s I i PttiiatllfriCY�- lsQ -IFt�.�3.g TELL 21510 2441 CIL >�i- a dm) MA L7 Rim rte Ph*EattipOO. 1.15 lC !T2 lied,[!.) 4th 12 108L t111i 108L TB imam 41S SC SSW Iii -4 t2-13 .428 16211 ti52.i OS_ Sl�ct u YES INS tiles !13 1i Ilia oda ECM Coo11!!1e iMeialt 1262 FF=2e% LIME.- SINICIIIS- 113POIORO 2e1331Faial r 713$. altitip Slosdloidiami - SOFOIOND 2rtOFln 2. BEFT MOND iai r rl:i8 d4r�allieri WETS 21eL0F5ii1 WINS 13lra ataiilMt 4412 teeirai lwacaodieaG�aooeeieaoeaeltr;l�eti�r t1 2` Si. 6i ltlec8i__ 'w"t111) - c 1 MUM }4111m Ta-Aiiraes 251 ari�ernttttmlosirt n 710P£tlEt ! �� . w s aA 1 4 T, *.�+ lit- SAIds,. WENS )-?3=6!,28!8,4- 4iq►93,4� 3P,Ste,S.-1 -MIPF l luddidimilidd 6-11=-661/409,7-11=368/1237,7-10=-2930/1052 Mores- `.�0 PROPen 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=42psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS .GJ �NG`NEF9 s/O (envelope)gable end zone and C-C Exterior(2)-2-0-0 to 1-11-7,Interior(1)1-11-7 to 19-9-1,Exterior(2)19-9-1 to 23-8-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber 29 DOL=1.60 plate grip DOL=1.60 :9200PE 1' 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 _10P/� ' 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs loads. FA non concurrent with other live ' 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7L 4 OREGON Di A1.0 4-- 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will �Q '/y 14 2.1 ., fit between the bottom chord and any other members. 40/&-,...,,...„ f I Q' 7)One RT5 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2.This connection is for uplift only and MFR R 1 L' - does not consider lateral forces. 8)Two RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)10.This connection is for uplift only and does not consider lateral forces. EXPIRES: 12131/2017 Continued on page 2 June 22,2016 WARNING-way design psremedws and READ NOTES ON THIS AND INCLUDED INDEX REFERENCE PAOEYS.T{T3 rev.1W03/2015 BEFORE USE. Design valid far use only with Welt®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the budding designer must verify the applicability of design parameters and properly incorporate this design into the overall budding design.Bracing indicated is to prevent buckdng of individual truss web and/or chord members only.Additional temporary and permanent bracing M� ek• Sob'ays.reat�vedfarstaf yaontoewses+f raiypsA,edtb,ppsykye. anof,;n yen gscsg Forgfpe x Tlp' 1147I 62111311:77 PIO IIIBrLAWICOMIEt,aYPINrMIlitSE r Altbattses®fuYiewf- i.�s5�]��1.5iitbiYir4ic'�d.liw22?t_ .S�ile2MOMS- i .xis x, :•s _ .._ -_ _ gremistaratbiabeemissigsertiramaisikastia13911.111biseiscaledalitallaitipaselsaadatalpirelpoisisakifigilleTapOsnaialdadkreCiamil. lieraikiima .i111e1�110ir ,'i!ist' ali Iiiminrkbe 11i iallmR ®WARNS-VMN design parameters and READ NOTES ON THIS AND INCLUDED NITER REFERENCE PAGE MN-TITS rev.109Y1015 BEFORE USE. MN Design valid for use only with MTekd9 connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the budding designer must verify the applicability of design parameters and property incorporate this design into the overall budding design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• iiahsaR s Jiedfcsstabidpt andta,Oreverss casdapie withROssd,lepeaenal iny,w andgsopertydampflg-For;omega guidancereyard�ngthe robishvgage..164,41rcereciorawarlsimEsandinizsitsiErame — — - — — , Toss T mTps 4 P*n tiBeelAYIONI-1ELAr1EleH435E �9s INI arae fleiipxidrr 2 1 112t1131133 iiY 3tiote.oedtore! PatiCti.rtiT1.es3t, lttterretre,CRIME 7.icor:90231111tStrtltrettetererir.li 111161.110221112472&211116 Neel I I seat I 44044 Stato=tt4s 2.12R- 3 ri ei 2 6 2 _ -r I met= 3ee= to 4 Ai t 4.a-14 I 44144 Fe easisette- liiireG(010) add CS TCtil 251 i'tslet l t_!3 TC ep illisieL) -BM 4-1 s009 240�' is fop) Mini lit 2 1 TL�i S�8113 47 1MD i/ar2i zlift9ti !leg Sasis=25.11) LeorterDi>E t_ 8C WO SaL RQ- iirieSiteeoiev lip TM ase Nola(A} sae 2 rte seta Code ete � Vlili831b art7r=�lG UNIIIIEII- 11111100118- TCPCH RD 2ie/B�Iin1 nld TCP mom Setaeei—iedyambriri6o - 4tac} ie:. IORSfAIt]Fi! tate irtidr 81310IOND fligilseiildosd10 piedrlbQescisadgS. lit alteeseareeisikratS dies eaa.dsalliedsas isloavg beiseitOsiftssierkiessesesiss,iso maria samilleabillteer - IIERCOOMIL W 2 i-F&4lYledteei si Das tinea9 r-84 itat3aee 3 .0 i23.24Pti(l&rark' S) iNiipl . 4119j-filar.berg.f Tae.-Mieeerliipys esisaeuadtiir.s TOPS 2 TIMM tillimitAISCE741L101484008Sesseedgiselkstiosk7C13201ILMIXSAapaL i Cat.ikEmp$ewdemeftii S Opend.Mejptlieaedswecsaeiieeeridtad>I3tsrpeeed-.edroeieaiietadetilterweeet treterOO L=t080146003>t2.=tet 2)2R*,i:AECE7-1i;iP Orefflatsseitsieset Callaimilt EditFteiryEp:E24.1 3$Ufiehroisneerimelltfealeieossa sillowitorilisdesiipL 401111silossebissimeAdatimsettiramealareteittertirebadet211808141,iaer.ss9akessiieeiaf7Sipd®earmiames nee-senwneet•HlteihertHefeeds. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will � r D PROF&,, fit between the bottom chord and an other members. 7)Refer to girder(s)for truss to truss connections. VNG I N EF9 ti/ 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 25 lb uplift at joint 3. �CO 2 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)4 and 2.This connection is for uplift 89200PE �� only and does not consider lateral forces. 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)61 lb down and 78 lb up at 2-9-8, ' ,- and 61 lb down and 78 lb up at 2-9-8 on top chord,and 8 lb down and 33 Ib up at 2-9-8,and 8 lb down and 33 lb up at 2-9-8 on • �' - bottom chord. The design/selection of such connection device(s)is the responsibility of others. oil St" 74... 4.1 �/i 12)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard /Ct 'QY 14 ZOO PT 1)Dead+Snow(balanced):Lumber increase=1.15,Plate Increase=1.15 MFR R i L` Uniform Loads(Of)Vert:1-3=-64,4-5-20 EXPIRES: 12/31/21317 Continued on page 2 June 22,2016 AWARNNG-Ve dtyy design parameters and READ NOTES ON THIS AND INCLUDED MIMIC REFERENCE PAGE Ma-7473 rev.1s103/ze1s BEFORE USE Ila Design valid for use only with AMTek®connectors.this design is based only upon parameters shown,and a for an individual building component,not a truss system.Before use,the building designer must verify the appicabwty of design parameters and properly incorporate this design into the overall buiding design.Bracing indicated a to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` isalwaaysrequired torstabwly and topreventrnuryptewith possible personol injury andproperly damage For aznecalgt&tor,.mantdin9tbe triziroliats.Sitiono.dereavitAsecfm asdtancigcrimes raadise :so- ren- - - - - i - Jab Taws Tars ilio. fike NOMILM1014-714ELAYMNIEDUSE Mg=LAYMINALfrismilipesder1121.361111 • rat tuna r:Trtsch 9.r.►ldtl MIM S � La.�it�lirrrl 71111111s9e.7J!]pSllBataiskigLc IlleiLliniZETher2MINIS Posta 1011001111451 staidad t:auoestrailediaais fk) Alk WARNING-V.Verify design parameters and READ NOTES ON TRW AND INCLUDED ABTEK REFERENCE PAGE 111-T4T3 rev.1M13 2015 BEFORE USE. Design valid to use only with Wek®connectors.This design is based only upon parameters shown,and is for an individual buildingcomponent, , o truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporatedesignt overall not build' design.Bracingl this sd p the indicated to r prevent buckling of individual truss web and/or chord members F Additional temporary and Permanent bracing �" eacingSe kessesandrlpsAras rysayand tydamop¢m Tont raly.sepesepoFd'o.. MiTek' JO Tnss inns'ype Pi, Ral+tffirr 1M-ThElAy;:tiMi ousE . 1it99 LAM Ytt ,ADD Atli �Mona Hiporder 1 1 Padici oierlT . te6aece weesca„ �R OR9084 7.ftaisSep2,20t5 Weir isftsepiekid.1eiaree72ThIP2P2I9fi Piet 124144 I 3412 I 42443842 242 Siafew tt7_4 2 t2 lire 3 1 r 8 a 2 4` � e3. 1 `_' =. . ' = 11 12 4 i 6444 Piste O.®is(XV - Ct04-11Eate1 4414 ardalla- 2-0-0 CSL GEL At az) Udell tki MIRES 7CLL 25.0 fig} Flab6efp DOL 1.15 TC 0.43 Vai(t L) 0.02 '109 240 GIMP Weber DOL 1.1S BWWI)0.12 I) -OAS4-7 2994 tat 11T26 278f195 TCOL 7.6 Rep tMD lib 0.00 OLL 011' 140 L) 0.00 2 be Na B 9(219 16.6 Cede iviale6eih 1.111111001- lAbigit 2119 Ft=20% 1 1010RD apt i1F01ia.ti TOP MORD- 9(TCl ORD 2 40FNs.1 10 7t wood9 1 ��i~i8ae:perie B0 11:11Call Aidalbs dieaelpapplied er10-04 sebombs 'moi neoesseedsbaiStaibersamdsebiredassabsbig he 'YusSeredsatit asndsweadtiSSl bilber 11,2=38:40-744.810 Yaw Hwiz2 C 25) Max UplilltaLC Nbsit$ar t 2.-r 1714=04M 5 tib -Sam OeeitYacTort-Allies es250&I}eriaKatO4flMewsAaai 313Pa1t3ii 2#- IM$- Oak&ASCE 7-Mit ulitselorhOwttoomdsookilidatlibPantitzipat scat. .ftst 9=239LCat.ltalp ft seiclweitll tlISFSS (eeMebPe)ipbband aaritAredlineerURaeatisbeeossisd;sib melticeibeard siaRtae8esert a sibartIOL=talip iligionOtr-1.1111 2)31 1.:.ASCE 7-11tPktrzepafastseefssestaCa nvey a Ewa Fearii,Eves;X1.1 3)lab ieedsaves, adsbowbestcawoihwedfortiisdodol. Allis teeaaiasitems iaisleedttefdedlreFosaaleiiaiadet. adahr1.iiestaswe std0121patasemee5aess nemcencsnmlFwar etherdreleads. 5)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)"This truss has been designed fora live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tai by 2-0-0 wide will n )GI PNE R OFFS fit between the bottom chord and any other members. Gj�� N 7)Refer to girder(s)for truss to truss connections. fi s/O2 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 84 lb uplift at joint 3. 9 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2.This connection is for uplift only and kr - :92,0P 9t' does not consider lateral forces, 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)61 lb down and 80 lb up at 2-9-8, / /�' 61 lb down and 80 lb up at 2-9-8,and 66 lb down and 49 lb up at 5-7-7,and 66 lb down and 49 lb up at 5-7-7 on top chord,and 8 I. ... SC� down and 33 b up at 2-9-8,8 lb down and 33 Ib up at 2-9-8,and 13 lb down and 101b up at 5-7-7,and 13 b down and 10 lb up at o OREGON Li 5-7-7 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 7y4 1b. . 12)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). <O .1k 14 201 r LOAD CASE(S) Standard MFR RI l_ - '• - 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Continued on page 2 EXPIRES: 12/31/2017 June 22,2016 WARNING-Verify design parameters and READ NOTES ON TINS AND INCLUDED NITER REF'HtBVCE PA6EINI-7473 res.10N32015 BEFORE USE. Design valid for use only with MEek®connectors.This design is based only upon parameters shown,and is for an individual buildingcomponent, a truss system.Before use,the buiding designer must verify the appicab; ofo not buildingdesign. sy designnrchord parameters and members only. Additional incorporate this designyinto the overall b Bracing indicated is to prevent buddng of individual g truss web and/or chord .F temporary and permanent bracing Ng s he sitirAr.and tai add xavent adiatae v�hposs�Affiand iniury and malady damage-For al auldance seaard+na the #aav8stWaesa®dleya s aeertaee o.aWIGI �--- - --- Ziaia4ir! Job UMW Toms Type Caff RONewarRONEREu►mtHHOUSE fs739 LAS ACG-1 Mond Hip SoderJob listeffein 1121936/3 I f Par3cLrer&Taactb Bearadta,MM S 7.6111 Sap 2,2116Oralt 1 SI��T `e 11TdAw721ti'®.39a16 tc4d3 LOAD CAMP.Siseadaeli Unlosso lands id* Batt 1 =-44..410 Cancesifked Loads Ola) Veit 4=12741FAiik 11.53)11 -16( 1 -3114F--111.8=1Ej 1� +.ter A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED WEN REFERENCE PAGE NI-7I73 rev.1B03,BOI5 BEFORE USE. Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and is for an individual buildingcomponent, a truss system.Before use,the building designer must verithea fy parameters andthe o not building design.Bracing indicated is to N individual h s of design onlyrlAdcarpal temporaryo this design into the overall is awes serT fired forstahiity mid torment buckling of individual rs n web and/or chorde members only. general g dand permanent bracing MiT®k� *sagefabacarkes &Orery.eserSv,amd collapse D CeldIIle pesSOSI injury,e and properly damage_For general guidance regords,g the �gr#'lmrse�vdtaaespteera,see Saair0011lmaii4eneiBt9irYillGleMalmi 75111itet3edn Jab Tam, Twnc Tyate f Pty Rad LAYTO 4HIE"Irian t10U iC21 10139 .AVTc3Kp17p A3! ,bd[-Open 8 1 RaoicLaeir&TwosCa, HeosefoskORWM IeDfleleeewoslDetisteA ��T5 is M�iJw7211C:39 Paw I parla.86V27610aPhIGIgingsaC20231 427248 1 444 1 141-11 #-11-11 Solis=1-LI S �, 1 1 i� Set 4 M. I 141-11L 1-11-11 1 TOL 250 "31 2-0-0 0131- in Vd A1t�Lid PLGRP Plait 1.15 TO 010 V t) 000 T s080 240 1ci2( 221,015 Tit 733floe(fineue=25.0) lakrabar004 1.15 RC 0.A2 VVain) 0.Q0 5 110 HC1L t3l3 2 Rep Sloss Laos YES IAB Oh i teals -O0 2 sea inn 108 Cade haggish) tNeigatild FT=20% LIMIER- 010101116 - TOP CHORD 2R4 DE tlatilik TOP CHORD Sfraadisal rood HOT CHORD 2r4 DF Natt1� CHORD{2D Rigid coding 19.0 acts ori 3 moats. iliiTeksecoli wmistaai91e6ilkeeasawhegsiedlsosciraag ieiist lledd waglniss ie. machos,' cordarer$nib Slaiiiaer {tae) 3 201054,4 dediani si Max Horz 2=C 10) MastUrlit3=11fIC 14).2.-1631LC HI 4'-10.CQ MssBsr3 21 3s,1¢ 21),4- G5I FORCES. o)-fiat.Compilli sr_Tea-Aifeeass25@11hesiesssostdreslmwsk Hilliok NICE 7-111lialM41111s*IrD eosedgtsOlied=itlssdc1t231. .2paitil001 ii=2111k Cat.Ike$ewdaerk&MFRS (ossellonlioldes+,.eeadc c so e1)14-al+sraUetf)1--1-81s141-ezeaae cam ilsserleerainteigliferposed;aid mi'soalletawisiliharpsed!+4C kr ineneniniand faeces i M11FA5froastiees slaeaq losskerOOL=1500 a1egip a[L=1.410 2) 7-11rr+f2ss dllat.e _etCnio sy Enna l+ lye* o=e_1 3p. etay 3ebsi noedsearkereassncek_odeedfereisasaga °hisboo has lipid t afessaftisInotet2 ptsir1..1111t esl<tddiosdstsena inenconsomedassi5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. ��t�EO P R OFkCS 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 11 lb uplift at joint 3. Gj GINE tS/ 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2 and 4.This connection is for uplift mac., *N ER c/ only and does not consider lateral forces. 10)"Semi-rigid pitthbreaks including heels'Member end fixity model was used in the analysis and design of this truss. 892OOP E fit` ikem ellt jG A OREGON �4,, 'O 4- 14 2-° #,..:11- RR t1-k-0Q' EXPIRES: 12/31/2017 June 22,2016 A WARNING-Vaf1y design paraasters and READ NOTES ON THIS AND INCLUDED WEK REFERENCE PAGE 1x.7773 rev.10A13/2015 WORE USE. 1111 Design valid for use only with AMTek R connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall budding design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary mid permanent bracing is a u ofd.stability erection and bracing collapse wilts possible personal injury and property damage.For general guidance regarding the MNiel(' hracir8 *uses and trues synetns.see ANSAM Omit*Cillki e.lsiifand IC.SaarriineComaned Mass Cade Job Truss Tsar Type Qty Ply RON LAYTON-THE LAYTON HOUSE 18739 LAYTON ADO /412 Jadt-0pen 2 1 K2183681 Pao&Lomber&Trues Ca, BeaveMmtOR97006 e �A9p sSeP292015tiTelrCIw elriegle Wed gi4Gre 4T A} 2-1311I 3-11-11 3!111 Shag 141' SAO iri- 3 i (ir N 2 "4 a 1 � � vi I 3-11-11 3-11-11 LOADING(psi) TOLL 25.0 smalls-s- 2-0.0 CSL it (km) octet Lid PLATE 6N! (Root Snow=2541) Plate Gip DOL 1.15 TC 0.17 Varga) -0111 4-7 X900 240 NTZO 220,195 Tait 7D LantberDOL 1.15 BC 0.06 Vat(fL) -0.01 4-7 >999 180 ICU 0.0* Rap Stress Ina. LIES MR 0.80 Hoa(ii) 0.00 2 ala Ida BCD_ 10.0 Cade 111C2012f1P12007 (464441) Weight14le FT=20% LiaNINER. BRACING- 70P CHORD 2a4 DF WHO* TOP CHORD Structural rood sheathing amity*pied or 311-11 et ptifn& BOTCHORD 211413Ftialaer HOiCItCaiD Aiigtidming daedfr applied yr 1049-0ec bracing. Rheic recommends that SfaetYams and required moss bracing be installed duelMitiess gym.It accardance bib EtelliTrear lintalletion guide. tiEi inn% t e) 3=i7aiseihaeient2=331A0-SA Rae Hem.174()„C 10) Rau Lipp 7n-C 14).2=19M C 10) Sitar Gam 3 211.2=344Z 21),40 MEOW Rd-16m Case illi r.Teet-ll ierces?fidoriesseaogRediaesloehR 1107131. 1)%lintt ASCEWit: (lidspeddlfaed=111mp 7CiL=.2priBfCIIL t; ®=250CaERemit einekreetI ieendttpe)gaYeeedzone and CCGainkitp)mato1-1-9lidaieh(1)1-1.0 3.10-15aseg cantileverlett and aglt seed;end aandi ltaiditaltmemmedoc.clor sisraribersand forms&IMINFRS tar inadiormsbonec Weber DOt.=1.60plate BapDOL=i-50 2)1411,:DRCE7-atikat .9suf kaa#sen Cabelem0Omit iatip ot,t 3itirid ancdarerrlmdsteae rbeencoosiderrdtaMi6dank" 4)iiia!arsehaslent!1a13gerdliarmera rdettieeaatffantorietalltartier1118gaussiFNradbradd25.0Ordeeiaestbares nentencereeer nab aberrant beds. 5)Tthisantesems been designed fere toePerbot[en+chard rive teedevenosecnnentwilhartyeRtertiveteads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. � 0 t j) PR OFFS 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 47 lb uplift at joint 3. v ) NGI NEA-- sZ 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)4 and 2.This connection is for uplift 44, ' ' 2 17 only and does not consider lateral forces. 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 89200PE G4,OREGON �� /O -9 y 14 2-° "'rt' ' !?RI1-U-4'P EXPIRES: 12/31/2017 June 2Z2016 WARNING-Verify design parameters and READ NOTES ON nes AND werUDEo feIEK REFERENCE Paces recas73 nee esaaasrs BEFORE use. Design valid for use only with MiTeke connectors.Thisis based a truss system.Before use,the building designer must design only uponf sign parers etew and p is for an individual thishisding component overall not gverify the applicability of design parometers properly incorporate design into the overall budding design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is alwaysrem ired for stab,*and to prevent collapse with possible personal injury and property damage.For general guidance regarding file is ' tsb stvoce,*livery,erecdian and bracing otSenses and less systems.see amseidirrillrOerde.aUalar3rLiiea[ynr.ad aasanocsa` Jab Truss Tams Type ally `Pty RON IAYTOK-THE LAYION HOUSE 13710 LAYTON- DD 1113 iK AIOTRUSS 17 1 Job Fideme eloama PaifeLumber iTaaC.a., rS BesrerloQt97005 7.it0aSop 292015bYTak`Aoldom ac lead Jim 22117tT.31201S Papel I was I 3443 244 I 344 Scale=1.147 1.504 Il 3 4 aOD _ 2 i 1 V 10 ' I i d '3.4 _ t 1.5114 II 5 I 34 I 344 LOADING twig SPACING- 2-0-0 CSL TC1t 25.0 Fide Grip DOL 1.15 TC 417 ` in ) Veen Lid PLATES amp Umber DOL 1.15 BC 004 2701195 Tail 7A Yert(TL) -0�41 16 8 X489 1 00 9 999 240 iiT2D BOX. 10,1'Bak 011 MI2O12V1P17017 MRep Stamina YES MN *) �) -0 2 ado ata Weight 131h FT=arm LUMEN- BRADMIG, TIP CHORD 214 OF Ple.liTOP CHORD Streassal wood Mealtime died*appliedsr3 4)orperits,amp( BOT CHORD 21r4OFNs.1111t ,edserlfaais. t1-3S art OF Sanded BOT CHORD Rigid oeia8 dae:1Veappied or 10-0-0 cc bracing. MR*recommends thatStebiiasrs ad wgaiedaces bracing be d doing Istasaseceon, - W s. ____ie in eooedanoe rim Staisber *sr Holz 2 C13) Max1JpR2 1 .c 11),t ,C 14) Mau Gmer C21),ta=l341 C21) IFIIIIIC3. eb)-Mer-GsmpAton.Tem.-AiImes E50eb)arias eroeptrleeasham. - MISES 1)iMntASCE 7-ittV111W141npbPanama preyllye llteptc TOOL=t2ast 11C016.Netb=2 Cyt t:EisB:midmost SIFAS (-4w)gablendama edC:Cedwae(Z-a-oa1s1-1-0,,vsm[1)1-1-01oSBAO MEW cameleer idt and e#terprrsd:end read intand rgirtspessd£Cfar ersiereaedloiosssiMR6laransCionsskew Lambe'DOL .INaddellipDOL=1191 2)TTai-ASCE 7-14:1[ O pet Pit reef mart Calmipry It Balt Pa ,Ei ,t i1 NUoi si esed snot loads hire been asesiieoedfor#cdemise. 4)7iisams b sinsdesiig leaf rgreeler Maimed liminedad2ILItinsfer t011imelidtamathedet2511pdmiameamegs sm eesese ertelketherisebeds. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ��ckEp P R 024.0 fit between the bottom chord and an other members. 7)Refer to girder(s)for truss to truss connections. C , G I N E�R ti> 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 32 lb uplift at joint 6. C? 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2.This connection is for uplift only and C� 29 does not consider lateral forces. `._.,.892001 E 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. SC -yL , _OREGON 44/"Q "9Y 14 20'‘ P-}- .47 -RR ILS- EXPIRES: 12/31/2017 Jule 22,2016 A,WARNING-Varay design parameters and READ NOTES ON TIES AND INCLUDED WEE REFERENCE PAGE M14,7473 rev.moms BEFORE USE. Design valid for use only with MiTeka connectors.This design is based only upon parameters shown,and is for an individual building component,notif a truss system.Before use,the buiding designer must verify the appicabaty of design parameters and properly incorporate this design into the overall budding design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stabiity and to prevent collapse with possible personal injury and property damage.For general guidance regarding the storage.deivery.erection and bracing of busses and Ines systems,see memo anew Ogrde.B6e4fit aid eQi imam cam.. 79010rs tyrde City leiTans Isms Typel�Y IrAymmiElArfaitmousELR' �Q ((�Pao'�IrirrtTircccla, Beseeetoa,tR97� aseattauiom# 7.548sSep252111511iTdcisdoss kits.Mld-als221bIl 322818 nowt { woe 484 244 4;e Sna!=t1g.G t_ sIt 3 4 3ID� to z ( 7 a t s41' 3" -4411.1°' 5 1.510. II 44e ilOe_ 440 TQL SIB- 2-0-0 �[ Plate Aly DOL 1.15 IC GNP Winn) 4101 6$ a809 2M0 MT20 2201186 Tc� TD ti®earDOL 1.1S BC 097 Ved(TL) -0.OZ 6.8 189 i9Ctt OD' Rep tress - Villi 0110 0.1D 2 Ms pale RCM 1 0fliatrieS) Lim- Weight 16b Ff=2015- tCHORD Zae4DFi1aAiligf �' TOP OiO1 CHORD 2stilFilnt�ir TOP CHORD SrWsatwsedsite�iergdileddyappied,etceptepadser_wis. 80Ti WEBS 214 DFS CHORD 1i ideegwBdepad� d Wet eecotatossds grat ieinstalled dingeaseamcine.aemrdaoa elk Stabiliser REACa0110.- Milt 2.2111481541 -18211111 itesta0lfispa�t8s tic[1101111 -1T14LC C yQ Wax 8ar2- .02t)GriM1111.C2Q maces. 03-atm castp,l>iac,Tem-+tlFfoanec25084arleas excapl.deeashame. wanes- 1)aiatASCE 7-18ttitlirligsMiepalecoadgad)ifesiWt latais TIXIL112tist gg- 8est tr=2511tcat1kFap$epartssedi1MFRS teeralese*Gpilearadanneard CC eeieep*-0.Saee 1-1-0,iieis(1)1-1,01u4i4imeg easDeearMeaA �C1ereasieesadla�9ai Stanssf®sshowls..uerDOLaDQpYgflQ-t.?) I PfraraMdastosiorrk ClamtkBolt Pailielly4i:t 1_1 3'----aosdweartootstareisoaosideead4ertaisdeenip. 4)amiser ett aleie�gsedtyelods- afoisasoftas7aade€2i9pslarltMtiaeasitaosEisrt#7Sipafeaaeaedna� 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. ,`(`akEp P R OFFS 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 46 lb uplift at joint 6. NGj NGI NEF s/ 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2.This connection is for uplift only and 4 ? 2 does not consider lateral forces, 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and W gypsum 89200PE '9f sheetrock be applied directly to the bottom chord. 411P 7 t , OREGON oo <0 'sty 14 2.0 "f" HERR �� EXPIRES: 12/31/2017 June 22,2016 A WARNING•VrNY design waters end READ NOTES ON MS AND INCLUDED MI7Ex REFERENCE PAGE*15-7413 rev.1ae3m2010 BEFORE USE. Design valid for use only with MiTeka connectors.this design is based only upon a truss system.Before use,the building designer must verify the a of paparametersrameters shewn.and and properlyis for y incorporate icoithis design component,overall not building design.Bracing indicated is toidua°bisy web design and/orchorda bonly.Additional this yinto the neatb prevent buckling of vi eu�onalinjuryandropey members .For ral guidancedmporary and petmanent bracing is always required for swills and ti prevent coNapse with properly damage. regarding the Mitek• tahacalim storage.deivery.erection and bracing of busses and Mrs modems.see most • general Nam,Onnr/aVnt'Isia,maws enact efliilsidaa r'sismised 79arSna Cede Job miles Oy IN ROMLAYIOM-11EIAYJO�HOUSE t 1AYfalwlim Trice Tar F B221/3614'GABL1 1 Mtiists iceitssoaoit Par27clamber:Tamost3. IllessetRORSAM 7.E/0tsoR2s liTaa bilis lac ttintirs2211247:362011 nowt I I sc 4 i 144„3 1 21.34 1 274143 1 eta ad I axes 1 i443 4442 4443 744 Sf ®6= 5icae=1114..2 141e215 8 142124 103 4ty -or fa ,� in � '' es as# 416% 433; „a s Sic as' tf sz s 21 311 25 112 51114115111411-sL �.. =� . z ffi - 4c .: _ 11 5 ILI 116 til e e e e V"- a 1 e e e e e e e egg 46 Q saw 7! 31 71 72 73 74 7S 74 77 7i 7!as 3B a1 124 3 at ass 31 22 416= aal a2r 11 a611 36 It -4211 _ aa.Sib=_ 11012111145115= Or= 20121 �d(s at vs' au JUN al211 tt AS II Ft J[assrss�a II ad It If as= 624 alar 51 =aaB 124 AM 6 .111211 dat a1s Se=224 442 I1Ale Bel 11 .624 Ap i 5102 a 1 244 1 1724 I 2524 I 3342 1 36444 1 42441 I 34-7 3s 344 542 rids Mods(T.n- R442 f9114-442-1-11&f212-2-142-1-21,0111-2-5,8194p224-172-021, :4-1taL> 1 a. -SAS$ 15224-8,24-411, 1211111116,14) 92112118- 24O CR _ is Ti2,i 25! 1- 118 ? SSW Lid 4i ii ifEisi=75.44illiSsilitted�Z) t1Si 3132 ail! 218 } ? Mak IB tssisr2211.. LIS HC 127 31-32 at75 MD 11225145 2 911126 ECU tL4• RepSbeSsly MD 1118 OSS tio®(II3 428 211 .le 36 H MN + 12410t MIS F1=7/22 a-MINE& - TOP0401111 2lrt1FMe.1121ST ose TOP MAID Srsdednosi dislfals1'ied, rt2.41:1F141111F2_1E,.-mastoFzerwzgE swamp amp tiiiiaeftwtsedtTa)Arieder4i343ecisrir8. 201E010919 2+611 2! tliosratsistpt 3257,323 NESS 22111FSW2S41EsoepC MINIS 1ssooat> 22,34441$426i47,4451.StSS Wit 21otHFS�i 2/E!>i% 2letliFt�lArr iideEaevs oossklhatElaiissasias s ifed�issisg IENS Wbe iskilksliedesfs 6 rHssisaoawdrersai8 Lst2G65Pl2L3.Ri�t2s42Ptle3t 1lstlilfseiliic lirslisrs.2; 1C 14) Wm 2011111214IC X11) MMES. } 11se,Orr eines.Tem-allsses2911i}sciesc6as pluieesisss 9-10=-5522/1611,10.98=-6b,1b/1621,98-9 -552771621,11-99=-5523/1624, 11-100=5538/1638,12-100=-5525/1640,12-101=5536/1652,13-101=5523/1654, 13-102=-5576/1683,14-102--5550/1685,14-103=-5424/1657,15-103=-5395/1661, Cr PROF 15-104=5395/1668,16-104=5424/1664,16-105=-5550/1702,17-105=5576/1700, ,`(Q. Ftin 17-106=5523/1674,18-106=5536/1672,18-107=5525/1659,19-107=5538/1658, 19-108=5524/1644,20-108=-5537/1642,20-21=5522/1631,21-109=-5527/1630, C �NGINEF'V /, 22-109=5544/1629,22-110==-5527/1617,23-110=-5552/1615,23-111=-5515/1595, �4 24-111=5528/1592,24-112=5520/1581,25-112=5533/1579,25-113=-5521/1566, .9200PE t-" 26-113=5534/1564,26-114=-5538/1560,27-114=-5589/1554,27-115=-8517/2535, 0PA� 115-116=-8585/2538,28-116=-8631/2537,28-117=-8582/2462 BOT CHORD 253=-2418/7865,2-64=-2427/7883,64-65=2427/7883,65-66=-2427/7883, 35-66=-2427/7883,35-67=-2723/8553,67-68-2723/8553.68-69-2723/8553, �� Q - 69-70=2723/8553,34-70=2723/8553,33.34>2723/8553,33-71=2006/6426, 7 OREGON tk 71-72=-2006/6426,72-73=-2006/6426,73-74=-2006/6426,74-75=-2006/6426, '-4 ,41132-75=-2006/6426,32-76=-1887/6495,76.77=1887/6495,77-78=-1887/6495, Lj Y 14 2�)e # 78-79=-1887/6495,79-80=-1887/6495,31-80= /1071:41887/6495,30-31=-2591/8635, R 10- " 30-81=-2591/8635,81-82=-2591/8635,82-83=-2591/8635,83-84=-2591/8635, 29-84=-2591/8635,29-864-2284/7933,85-86=2284/7933,86-87=-2284/7933, 28-87=-2284/7933,28-88=-2276/7916 EXPIRES: 17/31/2017 WEBS 3.4642E99/1070.44.45=-2902/1071,43-44=-2902/1071,43.55.290211071, Ctioiossi so pais 2 ®WARNING-Verify design parameters and READ NOTES ON MIS AND INCLUDED 167TE(REFERENCE PAGE Y47473 rev.10A03r2015 BEFORE USE. Design valid for use only with Meek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verity the appicabiffy of design parameters and properly incorporate this design into the overao bufding design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MI i;� ek° is always required for stobilfy and to prevent collapse with possible personal injury and property damage.For general guidance regarding the tabrinatimartrataga.deirery.median andiracigallaeaINOAd truss sysearrs.see AOYIWo ems*C9eaie.laMs*acgigMio><sesaerF 75st6ea(3t+ie 101ff ihiI1011111111 i 1 li4 ? / 1PAL Ira; (11111 0 i illi 11 i ; Rifi : . I1N. 1 0 ur I1iIiIIIilluJ Ui niliii ill all# 114 l i R , i Il hI 1 II Jhi 1 4 I 1 4 rI 111 1' lf IiI 1 I as i / 4 101 iiiiiiiiiiiri I i ! !MI11 if limply, 8 i 1 - 4,1, i 1 1 nil iiphoqi i 0 1,1 1 iii, „it wd.. 1 1 i_ , i , , tit 1 wmuli 1 I 111 ; 1 1 tit 1 I 1 livdf I I t ; i la Ir 1 f 'I'Iii :I 1 liP' i i i i 1 rt ; 1 , eft ' 1 r Job Truss Truss Type Oty Pty RON LAYTON-THE LAYTON HOUSE 18739 LAYTON-ADD 802 DBL. K2103685 12 1 Pacific Lumber&Truss Co., BeavertonOR 97005 Job Reference Motional) 1 7.640 s Sep 29 2015 MiTek Industries,Inc,Wed Jun 221147:392016 Page 1 -2-0-0 I 7-6-3 14-4 10 21 IDS 211-1-6 6-1.6 OBp03pTOAXfd{TrtY�GV 1Yaiyf of C�jh7 1R4hDEfCzZMuyltgzn3Jf2 z-0-0 78.3 I 6-10-6 I 6-10-6 I �e-18 I 34-11-13 I 42-6-0 I 0-1216 6-196 78,3. Scale=1:74.7 5.00 51 — 5 t 36 ! �j axe i �40 41 42 8x8 < 43:001 '',\ 8 97 � 1: sn4\� 43 / \AIIV tars// 8 7 4411-1000000:.2 4 ms �:. 21 t 5 _ -_.-_11161111111164.-= ... s, 4S4 22 14 13 23 24 25 12 26 27 28 11 29 30 t031 9 32 354= 4x8= 454= 4x4= 4x6= 3sf 5x6= 5x8= I 8-10-11 81041 I 171-8 I 25-4-7 I 33-7-5 42,8,0 9,2-14 6-2-14 82-14 I I 81081 Plate Offsets(XV)- (2:0-2-5 Edge).(8:0.2-5.Edggj LOADING SPACING- 2-0-0 CSI. h TCU. 25.0DEFL (lac) Udefl Ud PLATES GRIP (Roof Srtov 22 O) Plate Grip DOL 1.15 TC 0.79 Vert(LL) -0.41 9-11 >999 240 tifiT20 220/195 Umber 7. Umber DOL 1.15 BC 0.80 Vert(TL) 43.72 1244- >106 180 Rep 0:0• p Stress k xx YES WB 0.69 Horz(TL) 0.16 8 nta n/a Ball 10.0 Code FIC20121 TPI2OO7 (Matrix-6) Weight 196 lb FT=20% WEBER- BRACING- TOP CHORD 264 OF No.1813tr TOP CHORD Structural wood sheathing directly applied. - BOT CHORD 2x4 DF 2400F 2.0E BOT CHORD Rigid ceing directly mated. WEBS 264 OF Stud/Std RlTek recommends that Stabilizers and required Boss bracing be instated a a tern. truss erection,in accordance with Stabilizer Installation REACRONS. (Hfsize) 2=1914/0-5.6,9=1781/0-5.8 Max Harz 2=203(LC 18) Max Upilt2--461(LC 14),6=400(LC 15) FORCES. (b)-Max.CompAlax,Ten.-N intoes 250(b)or less except when shown. TOP CHORD 2-3-420111/436,2-35=,37481787, -3667/796,3-36=465W807,33/-=3565/808, 437= 0,438=-27651868.38-2749/877,39-41/=-287W879;5-4 -26741690, 541=2675698.41-42=261Wa87,6.42=-2766/685,6.43=-34941827 7-43=-35781816, 7-44=3670/815,8-44=-37590804,8-45=2460/603 BOT CHORD 221=-634/2514,2.22--83W3375,14-21.--830/3375,1344=-590/2779,13-2 --59912779. 2324=S902779, 1 779,12239812090, 26-27=-308/2090,27-28=30192090,11-21308/2090,11-29=-476/2781, 29-30=-476/2781,3031=476/2781,10-31=476/2781.94CP-47612781.932--6661338e, 832"-16613386.8-.W-735f2784 WEBS 3-1 -3941269,444=-191/763,4-12=-834/364,542-274/4022,5-11=27511046, 6-11=-866/386,6-9=-198/767,7-9=-395/272 NOTES- ��Ep PROpts_ 1)Wind:ASCE 7-10;Vult l4omph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS v ) , 1GI N4;9 aio (envelope)gable end zone and C-C Exterior(2)-2-0-0 to 2-3-0,Interior(1)2-3-0 to 21-3-0,Exterior(2)21-3-0 to 25-6-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber 9 DOL=1.60 plate grip DOL=1.60 `r 89200PE 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof five load of 19.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs 1' /�' non-concurrent with other live loads. • Cr -5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. -37OREGON 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will G/0 4,OREGON j' 14 2.0 � fit between the bottom chord and any other members,with BCDL=10.0psf. t *. 7)One RT5 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2.This connection is for uplift only and 111. -F4 C/4 R I LA- - does not consider lateral forces. 8)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)8.This connection is for uplift only and does not consider lateral forces. EXPIRES: 12/31/2017 Continued an page 2 June 22,2016 A WARNING-Verify design parameters and READ NOTES ON MIS AND INCLUDED MITER REFERENCE PAGE 515-7473 rev.15132015 BEFORE USE Design valid for use only with M7el&connectors.This design is based only upon parameters shown,and is for an individual building component,notMt a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buddng of individual truss web and/or chord members only.Additional temporary is always required for stobiity and to prevent collapse with possible personal i' and dana and permanenttbracing MiTek• fabic�arr,storage,delivery.erection and bracing of Busses and ins systma,see GM;damage.For general guidance regarding the MGM;Oran"f++seMs.OaL-M and SCSI Mem CeaeaAaf 250Nue Chia Job Truss Truss Type Oty PAN RON LAYTON-THE LAYTON HOUSE 18739 LAYTON-ADD 1302 DBL F86( t2 t K210 65 Job Reference fo tiorW) Padic Lumber&Truss Co, Beaverton.OR 97005 7.640 s Sep 29 2015 WT*Induselek Inc.Wad Jun 22 11:47:392016 Page 2 NOTES- ID:F4khIP2MOBPDSpTOAXx1Perz31GViycdytwf G5117 tR4hOWN/FVIEfTaAtuVIB7a3jr2 9)This truss has been designed for a moving concentrated load of 350.087 five located at al mid panels and at ad panel points along the Top Chord and Bottom Chord, norms with any other dye loads. 10)This truss design requires that a minimum of 716'structural wood sheathing be appied tiredly to the top chord and W gypsum sheeted(be applied directly to the bottom lord 4 AWARNING_Valy dadgn parameters and READ NOTES ON THIS AND INCLUDED WEB REFERENCE PAGE 4 7473 rev.fa437e15 BEFORE USE. Design valid for use only with MTeke connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the budding designer must verify the appfcability of design parameters and properly incorporate this design into the overall budding design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent Wbracing MiTek• is always required for stobiiry and to prevent collapse with possible personal inytiy and property damage. general For fatsicatian,storage,deivey,erection and bracing of t � AIIfUMI pua6hr-trusses and hssystems,see nal guidance regarding the Oasle.OWN ural SCSI aiding Component 250 farm Circle ., 1 Job Truss Trust Type (Sy Ply RON L14YTON-THE LAYTON HOUSE 18739 LAYTON-ADD 803 IBL.FINKK210368G 3 1 Job Reference(odionati Pack Lumbar&Trus Co.. Beaverton.OR 97005 7.640 s Sap 29 2015 MiTek iodueAies,Inc Wed Jun 2211:47:412016 Page 1 2-0-0 753 ID:F4khi8-1.8 OSpTOAXxH7wz3IGV-fwJNNLxvWtLRwRBGZVkhd75GM_I7NVspC7Hes Jr0 1 250 1 7-63 I 16-1080 I 116 { 28-13 I 30.11-13 I 42501 6-111.8- 6-104- 7-6-3- i-2A Scala=1:75.1 5x6 5.001W s 8x6% 40 41 4243 8x8 4139100000.... "4114411%04.4.; 1.54 \\ 38 µ a 7 37 \ 305 45 46 23 15 14 2A 25 26 13 27 28 29 12 30 31 1111 32 10 33 7.i.` it 3x4= 4x6= 4x4= 4x4= 4x6= 3x4= 5x6= 5x6= I 8-10-11 17-1-8 8.40.11 I 534 u 840-11 1 8-2 4 I 33-7 5 1 42--1 1 Plate Offsets(X.Y)— j2:0-2-5.Edge).1S:0-2-5.Edgej eiG _ T ( 25.0 SPACING- 2-0-0 CSL DEFL, in (lac) 1/defl Lid PLATES GRIP (Roof Snov0225.) Plate Grip DOL 1.15 TC 0.79 Vert(LL) -0.41 10-12 >999 240 MT20 220/195 TCIX 7.0 Lumber DOL 1.15 BC 0.80 Vert(TL) -0.72 13-15 >706 180 BOLL 0.0• Rep Stress titer YES WB 0.69 Hoa(TL) 0.16 8 n/a We BCD/ 10.0 Code IBC2012/TP12007 (MatrixS) Weight 198 lb FT=20X LANKIER- BRACING- TOP CHORD 2x4 OF No.111Btr TOP CHORD Structural mod sheathing directly applied. _ SOT CHORD 2x4 OF 2400F 2.0E BOT CHORD Rigid ceiling directly applied. WEBS 2x4 OF Stud/Std MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Instals:Son guide. _ REACTIONS. (BFsize) 2=1914/0-5.8,8=186310-5.8 Max Harz 2=194(LC 18) Max UpBt2-461(LC 14X 8=437(LC 15) FORCES. (b)-Max.Comp./Max.Ten.-AM forces 250(b)or less except when shown. TOP CHORD 2-3*E0-22081435,2-360-3744/787,36-37=-06801796,3-37=X54/807,3-38=-3564/808, 438=3480/820;43902763/666,39-4 --2753/675,40-41=-2677/677,5.41=2672/688, 5.42=26721692.42-43=2677!681,6-43=-2763/678,6-44=34861825,7-44s-3570/813, 7-45=-3661/812,45-46,...,3666/801,8.46=3750/798,8.47=2423/529 BOT CHORD 2-22=42612514,243,-4- 20/3373,15-23=-820/3373,14-15=58012777,14-24=-580/2777, 2425=-580/2777,2526=-580/2777,13410-58B277T,1327=298/2088, 27280-298/2088,2849=-298/2088,12-2 --.2911K0118,12-X0460/2778, 3031=-46017778,3132--460/2778,1132---46W2778.10-11=4602778, 1033=-643/3380.833=.643/3380.8-34=-624/2702 WEEIS 3-1 -3941269„4-15=1911763,4-11 -846/384,5-13=274/1031,5-12=274/1044, 6-12=-864/385,6-10=-196/765,7-10=-394/271 NOTES- ,e‘EO P R Opes 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCOL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS -GJ � GtINEF,9 s/� (envelope)gable end zone and C-C Exterior(2)-2-0-0 to 2-3-0,Interior(1)2-3-0 to 21-3-0,Exterior(2)21-3-0 to 25-6-0 zone;cantilever C? left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber p DOL=1.60 plate grip DOL=1.60 4 89200PE t' 2)TCLL:ASCE 7-10;Pf=25.0 par(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. ;��/ 4)This truss has been designed for greater of min roof live load of 19.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs ••0.APP ' Q non concurrent with other live loads. • - 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7�. 4 OREGON Dr A, 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ./Q 4Y 14 fit 201- E- between the bottom chord and any other members,with BCDL=10.0psf. Q' 7)One RT5 USP connectors recommended to connect truss to bearing walls due to UPLIFT at Jt(s)2 and 8.This connection is for uplift C R R(LL _ only and does not consider lateral forces. 8)This truss has been designed for a moving concentrated load of 350.OIb live located at all mid panels and at all panel points along the Top Chord and Bottom Chard,nonconcurrent with any other live loads. EXPIRES: 12/31/2017 Continued on page 2 June 22,2016 ®WARNING-way design paramsters and READ NOTES ON MS AND INCLUDED KINK REFERENCE PAGE 41147473 rev.160.3/2013 BEFORE USE III Design valid for use only with MWTelsE connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the apptcabitty of design parameters and properly incorporate this design into the overall buiding design.Bracing indicated is to prevent bucking of individual tens web and/or chord members only.Additional temporary and permanent bracing MiTek• is always required for stabiity and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrications,storage,deivery.erection and bracing of trusses and tens systems.see AIISYRIt Queer QBarle.00419 and aCM halm Ceneeami 2501ac Cade Job Truss Truss Type Qty Ply RON LAYTON-THE LAYT(N!HOUSE K2103686 18739_LAYTON-ADD 003 DBL FINK 3 1 Job Reference factional) Pack Lumber&Truss Co., Beaverton,OR 97006 7.640 s Sep 29 2016 Welk Industries,Inc Wed Jun 2211:47•.412016 Page 2 ID:F4IhiP2YOBpOSpTOAXxH?waIGV-64NNLxvINB.RwR8G2Vkhd75GIl i7NVspC?Hesz3Jr0 NOTES- . 9)This truss design requires that a minimum of 7116°structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. '1......m.....7 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED AN7EK REFERENCE PAGE 515-7473 rev.15532015 BEFORE USE. • Design valid for use only with Werke)connectors.this design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall bulding design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the fabrication•storage.deivmy.erection and bracing of time and toss systems,see ANSIMI1<1irollv Off.064M and SCSI MMee Comasest 250 rdre Orale Job Truss Truss Type Qty Ply RON LAYTON-THE LAYTON HOUSE 18739 LAYTON-ADD BHR CORNER RAFTER 2 1 K2103687 Pas Lumber 6 Truss Co Beaverton OR 97005 Job Reference(optional) Pacific 7.640 s Sep 29 2015 MITeit Industries,Inc Wed Jun 2211:47•.412016 Page 1 -2-9 45 ID:F4 11F2YOB1QSpTOAXzH7nvz31GY-fv INLxvW6.RwRBGZVkhd750C1A97XFspC?Hesz3jt0 2-945- I 6-11-6 41-6 Scale=1:19.0 3x4 3x4 3 3.54 t2 3x4 191° 3x4 5 4 N 2 1� 1 _ 8-11-6 841-9 LOADING ono FCLL 25.0 SPACING- 1-0-0 CSI. DEFL. in (hoc) I/deft Ud PLATES GRIP ( Srnovr-25.0) Plate Grip DOL 115 TC 0.32 Vert(LL) -0.01 2-3 >999 240 MT20 220/195 TC DL 7.0 Lumber DOL 1.15 BC 0.00 Vert(TL) -0.02 2-3 >999 180 Rep Stress k YES WB 0.� BCLL Q.0` Florz(TL) -0.00 3 rrla rda E)GDL 1Q() Code IBC2012ITP12007 (Matrix-S) Weight 24 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 OF Noi6Btr TOP CHORD Structural wood string directly applied. REACTIONS. Ri(baize) 3=83/Me anical,2=230/0-7-6 BOT CHORD ceiling directly applied. id Max Hc¢2=68(L C 10) Max Upift3=54(LC 14),2=156(LC 10) Max Gray 3=106(LC 20),2=241(LC 20) FORCES. (lb)-Max.Comp./Max.Ten.-AN forces 250(b)or less except when shown. NOTES- 1)Wkid ASCE 7-10;Vult=140mph gust)Vasd=111mph;TC OL=4.Zpsl BCOL�.Opsf;h=251L Cat B Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Corner(3)-23-15 to 1-5-0,Exterior(2)1-6-0 to 6-11-6 zone;cantilever left and right exposed:end veal*l*kR and ripKelerPestd;GC for members and forces 8r MWFRS for Reactions shown;Lumber DQL=1,60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(Oat roof snow)Category it Exp B:Partially Exp.;Ct=1.1 3)[krbalenced snow loads have been considered for this design. 4)•This buss has been designed for a five bad of 20.0psf on the bottom chord in ail areas where a rectangle 33.0 tai by 2-0-0 wide will lit between the bottom chord and any der members. 5)Refer to girder(s)for buns to truss connections. 6)Bearing at 2 considers parallel b grain value using ANS171P1 t angle to grain fomnula fluidirg designer should ven8y c apacSy of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 54 lb uplift at joint 3 and 156 lb uplift at joint 2. 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and Y,"gypsum sheetrock be applied directly to the bottom chord. P R QFFss w� .NGIN8EE9 >o 'L9200PE 9r • -74. 41,OREGON Ix 41/ -9y 14 Zoe MFR 4'. EXPIRES: 12/31/2017 June 22,2016 A WARNING-yrlry dasher parameters and READ NOTES ON MS AND INCLUDED INTER REFERENCE PAGE 5I11-7473 rev.10e3/2015 BEFORE USE 1111 Design valid for use only with Mlrek®connectors.This design is based only upon parameters shown,and is far an individual building component,not a truss system.Before use,the budding designer must verify the applicability of design parameters and properly incorporate this design into the overall budding design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing MdTeIC is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regardingthe tYt11 it fabrication,storage,delivery,erection and bracing of trusses and buss systems,see ANSIlIMI GtotN Catena.DSa-e9 and eta!atdldato Component 250 l0uo Circle Job Truss Truss Type Qty Ply RON LAYTON-THE LAYTON HOUSE 187 LAYTON kDO cot GABLE 1 1 K2103688 Par)ic Lumber a Twos Co Job Reference toolional) Beaverton,OR 97005 7.640 a Sep 29 2015 M1Tek Idnretrtas,Inc.Wed Jun 2211:4T44 2016 Page 1 1 -2-0-0 i 81 0 15-1-0 1D:F4IMIP2Y0603SpTOAXicHTwz31GV-3VPW?M g+oks0EdHDFnnDQ g 1V9gz 2-0-0 8-1-0. 1 7-04) 1 22-1-0 1 302 30-2-0 32-2.9-2-0 T-O-0- 8-1-0 i 24-0. Scale=1:56.1 456= 3.00 12 62 6 63 7 64 8 65 9 _ 5 61 66 Special fig 4 HI POMP C. r e r a a��" W _ 70 v 2 �"'= 7112 Sr: w ��38 39 a +841 42 17 43 44 45 46 16 47 as 4ti 1115 so 51 5214 53 54 •-:� a 4x12= SP�at 484= .x.24 7x16= 356 I I 7x16= 3124 55 .11.24 3x4 I I 8'12 SHS= •IZ4 354 II tot= 4512= M18 .3.24 JL24 .L24 J1.24 Special .8.24 I 643-8 58-8 I 430-8 -� 4-84 1-0 i 19-9-0 1 24$8 i 30-2-0 4-843 4-94 548 I Plata Offsets1X.Y)- 12:0-0-9-Edg j,I12'O-0-9-Edgel.0-12.!13.81(31:0-7.443-3-8} LOADING(psi) SPACING- 2-0-0 CO.TCLL 25.0DEFL in (ioc) Ilddl Ud PLATES GRP Snow--250} Plate Grip DOL 1.15 TC 0.96 Vert(LL) 4)80 14-15 '608 240 MT20 220/195 Root TCDL 7.0 Lumber DOL 1A5 BC 097 Vert(TL) !.091415 >332 180 M185FtS 220/195 BCLL 0.0• Rep Stress kNOvi rrm 0.94 Hort(TL) 025 12 Nit n/a BCOL 10.0 CodetzlTPl2oo7 (fix Weight 179 b FT=20% LUMBI- BRACING- TOP CHORD 2x4 DF No.111,Btr TOP CHORD Structural wood sheathing directly aWaled or 1-5-9 oc purls& SOT C HORD 2x4 0 0DF 2400F EOF StudIStd BOT CHORD Rigid ceiling directly applied or 5-11-0oc bracing. WEBSJOINTS 1 Brace at Jt(s):19,21,25,30,31 W5.256 DF 1800F 2.1E OTHERS 2x4 OF St d/Std*Except' MiTek recommends that Stabilizers and required cross bracing STS 2x4 OF No.18,13k installed side truss erection,in accordance*ilk-Stabilizer Installation guide. REACTIONS. (b/size) 2=230310S8,12=2303/0-5-8 Max Hari Y-83(LC 11) Max tpWt2=733(LC 6),12=733(LC 7) FORCES. (b)-Max.Comp./Max.Tea-AN forces 250(b)or less except when shown. TOP CHORD 2-5 --4060/1101,2-57=-7097/2023,57.58=704/2029,3-W-702812023, 3-9=4961/1348,504/0=4943/1348,4460=4927/1350,4-61=4967/1371, 5-61=494311376,5-6;1=4968/1401,6.62-493911404,6-6--4931/1404, 7-63=-4915/1405,764=.49151409,864=4931/1408,8-65=4939/1408, 9.65=4958/1405,9-66=-494311388,10.66=4967/1383,1067=4927/1362, 67-W--494311360;11-68=-406111360,11-624-7028/2025,69-70=7044/2031, 12-7 -709712026,12-71=4060/1087 SOT CHORD 2-38=-119811273,2-3196916825,X196®16825,1840=19656825, 18-41=-1936/6672,41-42=-1936/6672,42-43=1936/6672,17-43=-1936/6672, 17-44=-1936/6672,44-45=-1936/6672,45-46=-1936/6672,16-46=-1936/6672, 0 PROp 15-50=-1875/6672,50-518=1875/6672,51-52=1875/6672,1 2=1875/72, �S-NTNGI EF�s�j� 1453=-1893/6825,53-54=-1893/6825,12-54=1893/6825,12-55=1132/4273 Gi R 2 WEBS 3-28=-2202/727,2830=-2210/730,29-31=2210/745,11-29=-2202/742,3-18=68/281, 4‘../ 11-14=-68/281,7-19=-585/2126,6-20=263/163,5.21= � 3541147,8-24=-263/163, 89200PE pf. 9-254-354/148,4-28=354/140,1029=-354/140,16-19=-389/1549,17-30=83/478, 15-31=-83/478,18-30=214/463,14-31=-214/463,16-30=-2200/700,16-31=-2200/698 NOTES- , 01111 sr Q - 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=42psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS 7OREGON tx lv (envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 .7'Q).- (4 .,O 4� 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry �P Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. _ 3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 4"/ F?R I .L 4)Unbalanced snow loads have been considered for this design. 5)non-concurren truss has been th oth designed live loadfor greater of min roof live load of 2043 psf or 1.00 times flat roof load of 25.0 psf on overhangs EXPIRES: 19/31/9017 Continued on page 2 June 22,2016 A WARNING-Verify design pa:amends and READ NOTES ON THIS AND INCLUDED MIIE1f REFERENCE PAGE Ml-7473 m..1=032015 BEFORE USE. NI Design valid for use only with M7eke connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the bung designer must verify the applcabtity of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTele is always required for stability and to prevent collapse with possible personal iniuY and properly damage.For general guidance regarding the fabrication,storage,delivery.erection and bracing of trusses and truss sMems.see MBUirn QuaMv CArta.O14e9 and GCM Sulam Canwonerd 250 IOuo Circle r Job Tis Truss Type Qty Ply RON LAYTON-THE LAYTON HOUSE 18739 LAYTON-ADD CBI GABLE I f K2103688 Peak Limber&Truss Co., Beaverton,OR 97005 Job Reference(ortbnalt 7.640 s Sep 29 2015 MiTek Industries.Inc.Wed Jun 2211:47:44 2016 Page 2 NOTES- ID:F41ddP2YOBp(13pTOAXzH?WYJIGV--3VPW tM_opokOnuegEdHOFmJIOWzgi(giCrygpypgzgjgZ 6)All plates are MT20 plates unless otherwise indicated. 7)All plates are 1.5x4 MT20 unless otherwise indicated. 8)Gable studs spaced at 1-4-0 oc. 9)CoConcentrated ing Load;osds from oad1 layout are not present in Load Case(s):#101 1st Moving Load;#201 2nd Moving Load;#301 3rd Moving Lost#4014th Moving Load;#501 5th #13011Moving0Moving Load; 14 t MovingLoad;#801 8th Moving Load;#901 9th Moving Load:#1001 10th Moving Load;#1101 11th Moving Load;#1201 12th MovingLoad; Load;#2001 Load;0th Moving Load;#1501 15th Moving Load;#1601 t6tt Moving Load;#1701 17th Moving Last#18001 18th Moving Load; #1901Moving 19th Moving 26th Moving Load;*vim oath#2101 21st Moving Load;#2201 22nd Moving Load;#2301 23rd Moving Load:#2401 24th Moving Load;#2501 25th #tint 32nd #260 Load;#3301vin3rd *270ng Load;Moving 34�;#2801 28th Moving Load;#2901 29t1 Moving Load;#3001 30th Moving Load;#3101 31st Moving Load; Moving Load;dMoving a 39th oving Load;#3501 35th Moving Load;#360136th Moving Lead;#370137th MOMng Load;#380138th 10)Thistrusshabeen �g Load;#400140th Moving Load;#4101 41st Moving Load;#4201 42nd Moving Load. 10)'This utrts has been for a 10.0 par bottom chord live load nonconcunwnt with any other live loads. d other members. for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide wit fa between the bottom chord and any 12)Two RT4 LISP connectors reconsne nded to conned truss to bearing walls due 4n UPLIFT atX5)2 and 12.This connection is ix apt&only and does not consider laterat forces. 13)This truss has been designed fora moving caxucentreted load Of 350.0 live located at all mid panels and at all panel points along the T Chord and Bottom nohconcwren*wig)any other the loads. opChord, 14)'Semi-rigid pichbreaks mousing heels"Member end flatly model was used in the analysis and design of this truss. 15)Use USP Jt24(With 1Od nags into Ginter&NASD nails into Teas)or equivalent spaced at 2-04 oc max.starting at 60.12 from the left end to 24-1.4 to conned truss(es)to bark face of bottom chord. 16)F&e#nail holes Mere hanger is in carded wilt'lumber. 17)Hanger(s)or otter coraret:Son device(s)shot be presided sit8dent to support concentrated bad(s)123 b down and 86 b up at 4-6-0,and 123 b dawn and 86 b op at 25-8-0 on top chord,and 45 b down and 11lb up at 4-6-0,and 45 b down and 11 b up at 25-8-0 on bottom chord.The designtselection of such connection dh vioe(s)is the responsibility of Others. IS)in the LOAD CASE(S)distort.loads 8ppied to**loco of the Innes are noted as front(F)or hada(B). LOAD CASES Standard 1)Dead +SnoLoaws Lauberhhoease=1.15,Plate imx 1.15 UVett 32-35=-20,1-7=-64,7-13--64 Concentrated Loads(b) Vent 40=-37(B)41=-161(8)42=-161(B)43=161(B)44=16103)46=-161(B)47=161(B)49=161(9)50-161(8)51=161(B)52=-161(B)53=37(B)5tr--67(B) 7(8) ®WARNING-Verify design paramWMw and READ NOTES ON TMS AND INCLUDED MITEK REFERENCE PAGE£157473 rev.10/0312015 BEFORE USE. Ith Design valid for use only with MTeke connectors.This design is based a truss system.Before use,the but designer �9 only upon parameters shown,and is forean individual at building component,o not buddingdesign. d �° must verify the appicablty of design parameters and properly incorporate this design into the overall Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• ifabrication.s always s required for stability and to prevent collapse with possible persona'vghxy and properly damage.For general guidance regarding the °rage,detvery.erection and bracing of basses and buss syste ns.see M IMI CraftOaeas.0541 and ICU sura Cosossasr 250 eeu Cade Job Truss Truss Type Qty Ply RON lAYTON-THE LAYTON HOUSE K2103689 18739_LAY1ON-A00 CO2 FINK 6 t Job Reference Motional) Padflc Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 Welt Industries,Inc Wed Jun 22 11:47:45 2016 Page 1 10:F4khiP2YOBpQSpTOAXxH7wz3IGV-XizuDi_Qa8stP2R1 oKadnzFwzvJp3FURkp¢Vmdz3)gy 1 -2-0-0 1 8-1-0 I 15-1-0 I 22-1-0 I 30-2-0 1 32-2-0 1 ` 2-0.0- 8-1-0 7-0-0 7.0-0 8-1-0 2-0.0 Scale=1:56.1 4x6= 3.08 12 4 24 25 12 26 22 1.554�� 1.5x4 3 10 Abbibb , v 2 22 23 28 29 6 18 10 9 t9 6 20 # `*7 24a 4x6= 3x4= 3x8= 3x8= 3x4= I 10-5-0 I 1930 I 302-0 I 16543 9143 10.5-0 Plata Offsets 0(Y)- [2:0-2-4.Edge1,16:0-2-4.Edge) LOADING(psi) DEL. in goc) Weft lid _ GRIP TOLL 25.0 Grip 2 IC 0.91 Vert(LL) -0.62 810 >580 240 MT20 S 220N95 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.91 V TCDL 7.0 Vert(TL) -1.01 8-10 >380 180 BCLL 0.0" Rep Stress Inc: YES WB 0.43 Horz(TL) 0.12 6 n/a n/a BOOL 10.0 Code IBC2012ITPf2007 (Matrix-S) Weight 113 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF 2400E 2.1E BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF StudlStd IATek recommends that Stabilizers and required aces tracing be instated during truss erection,in accordance with StabNizer Installation Guide. - REACTIONS. (baize) 2=1395/0-5-8,6=1395/0-6-8 Max Horz 2=83(LC 15) Max Upift2=410(LC 10),6=-410(LC 11) FORCES. (Ib)-Max.Comp./Max.Ten.-At forces 250(1b)or less except when shown. TOP CHORD 2-22=2413/414,2-23=-3611/871,3-23=-3557/878.3-24=-3175/677,2425=3119/678, 4-25=-3111/685,4-26=-3111/685,26-27=3119/679,5-27=3175/678,5.28=35571879. 6-28=•3610/872,6-29=-2413/402 BOT CHORD 2-17n.478/2576,2-18=-844/3451,10-18=-844/3451.9.10---44812374,9-19=-448/2374, 8-1 -448/2374,8-20=766/3451.6-20=766/3451,6-21=-41512576 WEBS 3-1@-609r351,4-1-170/978,44M-170/976,5•4=-689/351 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111rnph;TCDL=4.2pst BCDL 6.Ops$h=25ft;Cat.II;Exp B; ;MWFRS (envelope)gable end zone and C-C Exterior(2)-2-0-0 to 1-1-0,Interior(1)1-1-0 to 15-1-0,Exterior(2)15-1-0 to 18--1-3 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 REP PROFS 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1 ' [[V 9 s 3)Unbalanced snow loads have been considered for this design. Cj G E 4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs < N 4 O2'>7 non-concurrent with other live loads. 89200 P E r" 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with arty other live loads. 6)"This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 4011. /y� • fit between the bottom chord and any other members. / • _ 7)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at)t(s)2 and 6.This connection is for uplift Alin CC la does not consider lateral forces. A OREGON Q1.0 8)This truss has been designed for a moving concentrated load of 350.01b live located at all mid panels and at all panel points along the G 41 Top Chord and Bottom Chord,nonconcurrent with any other live loads. <O ' )- 14 2.°�Q 'E` 9)This truss design requires that a minimum of 7/16°structural wood sheathing be applied directly to the top chord and W gypsumP sheetrodc be applied directly to the bottom chord. MFR R I l.�- EXPIRES: 12/31/2017 June 22,2016 Ta WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M17473 rev.10e3P2015 BEFORE USE Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the budding designer must verify the applicability of design parameters and properly incorporate this design into the overall but ding design.Bracing indicated is to prevent bucktng of individual truss web and/or chord members only.Additional temporary and permanent bracing Mi ®k° it always required for stobiaty and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,detvery,erection and bracing of trusses and tins systems,see MUMQuaMv Caeca.051.88 and SCSI building Coanent 250 Kkq Circle Job Truss Truss Type Oty Ply RON LAYTON-THE LAYTON HOUSE 18739 LAYTON-ADD CCG K2103690 Dogma'► Girder 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 a Sep 29 2015 MiTek Muskies,M.Wed Jun 2211:47:46 2016 Page 1 ID:F41ddP2Y0BpOSpTOAXxHAvz31OV-?uXCaa2?2LO_k1 CODL2JsKBoONsOaoUbzT1213z3)gx 2-9-15 I 3-8-12 1 a-8-4 262 Scale=1:17.4 **cis! Spacial 2.12 12 10 3 l SPedal Special 9 8 2 v 1 VIIIIIMMIWAIIIIIIIIIIMIR/MianraMi 1 _4 := x4= 11 12 4 Spedal Special SPedal eiPeelal B-2-14 6-2-14 Plate Offsets()LY)- (2:0-r13.Etlge) LOADING(psi) TCLL 25.0 SPACING- 2-0-0 CSL DEM. in (lag) I/deft Lid PLATES GRIP (Roof S11t1lN=-25.0) Plate Grip DOL 1.15 TC 0.43 Vert(LL) 0.02 4-7 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.12 Vert(TL) -0.05 4-7 >999 180 BCLL 0.0= Rep Stress Incl NO WB 0.00 Horz(TL) 0.00 2 n/a n/a Ball 10.0 Code BC2012/TPI2007 (Matrix-M) Weight 21 Ib FT=20% LUMBER- BRACING- TOP =AGTOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purWrs. - SOT CHORD 2x4 DF No.l&BV SOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Mrrek reconanends that Stabilizers and required cross bracing be installed during truss erection,In accordance with Stabilizer Min guide. - REACTIONS. (lb/size) 3=122/Mechanical,2=395/0-7.6,4=61/Mechanical Max Horz 2=79(LC 25) Max Upfift3=84(LC 15),2=-203(LC 6) Max Gray 3=157(LC 18),2=398(LC 17),4=80(LC 5) FORCES. (b)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-8=-664/390 NOTES- 1)Wind:ASCE 7-10;Vtpt=14Omph(3-second gust)Vasd=111mpf1;TCDL=4.2psi;BCDL=B.Opsf;tr-25ft Cat Il;Exp B;enclosed;MWFRS (6 vgbpe)gable and Tana;_c nt lever left and right exposed;and vwtical left and right exposed;Lumber 0Q4=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category f);ST'S;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof five load of 20.0 psi or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live bad of 20.0psf on the bottom chord in all areas where a rectangle 3-0-0 tall by 2-0.0 wide willriEp PROF fit between the bottom chord and any other members. 4,C.' �s 7)Refer to girder(s)for truss to truss connections. \G0 0NG I N EF,9 s/p 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 84 lb uplift at joint 3. ,� 2 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2.This connection is for uplift only and c= 89200PE 9r does not consider lateral fortes. 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. j 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)61 lb down and 80 lb up at 2-9-8 • 61 lb down and 80 lb up at 2-9-8,and 66 lb down and 49 Ib up at 5-7-7,and 66 Ib down and 49 lb up at 5-7-7 on top chord,and 8 lb s7 down and 33 b up at 2-9-8,8 l down and 33 lb up at 2-9-8,and 13 lb down and 10 lb up at 5-7-7,and 13 lb down and 10 lb up at 5-7-7 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. L. 40, OREGON i�� 12)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). Y 14 `1° p.4 LOAD CASE(S) Standard SFR R II-\- - 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 EXPIRES: 12/31/2017 Continued on page 2 June 22,2016 1 ®WARNING-Verily design parameters and READ NOTES ON MIS AND INCLUDED ARES REFERENCE PAGENi.7473 rev.1603/2015 BEFORE USE. Design valid for use only with MTeke connectors.This design is based only upon parameters shown,and is for on individual building component,not a truss system.Before use,the budding designer must verity the appdcabfity of design parameters and properly incorporate this design into the overall budding design.Bracing indicated is to prevent bucking of individual truss web and/or chordmembers only.Additional temporary and permanent bracing l�e is always required for stobitty and to prevent cotloose with possible personal injury and property damage.For general guidance regarding the a^ fabrication,storage.delveny,erection and bracing of trusses and truss systems,see ANSUTPtt Quante Crieda.055-59 and(SCSI Su5rina Component 250 Klee Circle Job Truss Truss Type Qty Ply RON-LAYFON-THE LAYTON HOUSE 18739 LAYTON-ADD COGK2103690 FXagonet Hip Girder y t Job Reference Motional Pedflc Lumbar&Truss Co Beaverton,OR 97005 7.640 s Sep 29 2015)iUTek Industries,Inc.Wed Jun 22 11:47:46 2016 Page 2 ID:F4kh1P2YOBpOSpTOAXsHTwz31GV-?uXG02T2LQ_k1 CODL2JsK8oDAJsOooUbzTi213z3jpx LOAD CASE(8) Standard Uniform Loads(pit) Vert:1-3=-64,4-5=20 Concentrated Loads(M) Vert:9=127(F�3,Et- 3)11 -16(F=-8,B=-8)11=36(F=18,8=18)12=25(F=13,B=13) ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED LBTEK REFERENCE PAGE 1111-7473 rev.1M3312015 BEFORE USE Design valid for use only with AMTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall bulding design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal inRsy and properly damage.For general guidance regarding the MI lek� fabrication,storage,deivery,erection and bracing of trusses and truss systems,see Nampo Gummy GYedo.own and sal Iuldlno Comeonent 250 KIua Circle Job Trites Tulse Type Qty Ply RON LAYTON-THE LAYTON HOUSE 18739 LAYTON-ADD CA Jack-Open 4 1 K2103691 Job Reference Motional) Pad&c Lumber&Truss Co., Beaverton,OR 97005 7.640 a Sep 29 2015 MiTek Industries,Inc.Wed Jun 22 11:47:47 2016 Page 1 ID:FMddP2YOBpQSpTOA zH?waIGV T45edo0g8j6beMbPvlr5sOKSnDEIXFkkB7ScrtVz3Jow -2-0-0 I1-11-11 2-0.0_ 1-11-11 Seat*=1:8.1 3 32 A0 12 8 ii d 1 l 3x4_ 4 I 1-11-11 I 1-11-1t LOADING SPACING- 2-0-0 CS!. TCU. 025.0 DEF!- in (loc) Udell L/d PLATES GRIP (Roof Snow=25.0) PlateGrip DOL 1.15 TC 0.18 Vert(LL) 0.00 7 x999 240 MT20 220/195 TCDL 7,0 Lumber DOI 115 BC 0.02 Vert(TL) 0.00 5 >999 180 BCLL 0.0 * Rep Stress Ina' YES WO 0.00 HorzfTL) -0.00 2 rda rile BCDL 10.0 Code IBC2012/TP12007 (Matrix-M) Weight:8 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.18Btr TOP CHORD StrKAral wood sheathing directly applied or 14141 oc purlins. BOT CHORD 2x4 OF No.18Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. _ : MITek recommends that Stabilizers and required aoss bracing be installed during buss erection,in accordance with Stabilizer Installation guide. REACTIONS. (io/size) 3=25/Mechanical,2=262/0-5.8,4=6/Mechanical Max Hoz 2=52(LC 10) Max Upif3=11(LC 14),2=-163(LC 10),4=8(LC 20) Max Qrav7(LC 21),2=264(LC 21),4=24(LC 5) FORCES. (b)-Max-Comp.IMaL Ten.-AN faces 250(1))or less except when shown. NOTES- 1)Wand:ASCE 7-10;Vrnt=t4Omph(3-second gust)Vascttlmph;TCDL=42paf,BCOL=6.0pet;h 25ft;Cat.It;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-2-0-0 to 1-1-0,Interior(1)1-1-0 to 1-11-9 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCW ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This buss has been designed for greater of min roof live load of 20.0 psi or 1.00 woes flat roof load of 25.0 pal on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. �� ED P R QF F Ss 7)Refer to girders)for truss to truss connections. 4l 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 11 lb uplift at joint 3. N. ONGI NEC9 /Q 9)One RT4 USP connectors recommended to connect 45 2 truss to bearing walls due to UPLIFT at jt(s)2 and 4.This connection is for uplift Dory and does not consider lateral forces. cr 89200PE -7 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ...• 011110•• cr y ,OREGON 4 G , <0 -9 y 14 2.°\s 4 A://' FRRILL- EXPIRES: 12/31/2017 June 22,2016 A WARNING-Sadly design parameters and READ NOTES ON THIS AND INCLUDED MITES REFERENCE PAGE W7473 rev./-012015 BEFORE USE. Id Design valid for use only with MiTeke connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the bolding designer must verify the appicablity of design parameters and properly incorporate this design into the overall bolding design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stabiity and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the M iTek" fabrication,storage,deivery,erection and bracing of Busses and truss systems,see Awsu,M1 Qua/M Oaafe,own and SCM fhlsdrw Comaenanf 250 facto Cycle Job Truss Truss Type ON Ply RON L AYTON-THE lAYTON HOUSE 18739_tAYT0f4-ADD CJ2 Jack-Open4 f K2K2103692Jack-Open Job Reference(notional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 292016 MiTek Industries,Inc.Wed Jun 2211:47:47 2016 Page 1 ID:F4khiP2YOBPQSpTOAXxH?wz3IGV T OIC XFltkB73cgVz i -2-0.0 j 3.11-11 2-0-0 3.1114 Scale:1*=1 3 T 3.00 12 C 61 CI 4 82 d 5 'NW- . hi...3x4= 4 Ill>- I 3-11-11 l 3-11-11 LTCLOADING G .0 SPACING- 2-0-0 CSL DEFL in (lac) Weft L/d PLATES GRIP (Roof Slaw=25.0) Plate Grip DOL 1.15 TC 0.17 Vent(LL) -0.01 4-7 >999 240 1‘4720 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.06 Vert(TL) -0.01 4-7 >999 180 BCLL 0.0* Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code IBC20121TP12007 (Matrix-M) Weight 14 lb. FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 3-11-11 oc purlins. BOT CHORD 2x4 OF No.l&Btr DOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer installation guide. REACTIONS. (lb/size) 3=87/Mechanical,2=331/0.5.8,4=39/Mechanical - Max Hoz 2=74(LC 10) Max Uptift3=-47(LC 14).2=-165(LC 10) Max Gray 3=99(LC 21),2=342(LC 21),4=58(LC 5) FORCES. (D)-Max.Comp./Max.Ten,-Alt forces 250(11:4or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vuk=140mph(3-second spat)Vaad=111mph;TCDL=4.2psl BCDL i.0psf;h=25ft Cat.II;Exp B;enclosed;MWFRS (envelope)gee end zone and C-C Exterior(2)-2-0-0 to 1-1-0,Interior(1)1-1-0 to 3-10-15 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TDL:ASGE 7-1(:Pf==5.o oaf('tart roof snow);C4t9(14ry It Exp B;Partially Exp.;X1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof five bad of 20.0 pet or 1.00 times flat root toad of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 per bottom chord Nye load nonooncurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Refer to girder(s)for truss to truss connections. ��0 P F3 OF�`rcS' 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 47 lb uplift at joint 3. <"3 ONGI NEER /0 9)One RT4 USP connectors recommended to connect buss to bearing walls due to UPLIFT at jt(s)4 and 2.This connection is for uplift 1.45/' 2 only and does not consider lateral forces. Q 89200P E 9A--- 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. / ..: yL 4,OREGON �tv/ <0 l//' 14rl0 Q4 R ' RIU- EXPIRES: 12/31/2017 June 22,2016 a ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED I/TEKREFERENICE PAGE NII-7473 rev.10,532015 BEFORE USE. Design valid for use only with FMifek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual Truss web and/or chord members only.Additional temporary and permanent bracing illis always required for stobilty and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage.detvery,erection and bracing of trusses and truss systems,see ARSI/Ipn SWOON CNala.05s-119 and SCSI aaadtna Com oonant 250 qua Circle Job Truss Truss Type Qtr Ply RON LAYTON-THE LAYTON-HOUSE 18739 LAYTON-ADD CJ3 MONO TRUSS K2103693 f0 f _ Job Reference(ootionMt Padfic Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 l8Tek Industries,Inc.Wed Jun 2211:47:472016 Page 1 -2-0-0 ID:F4kfhiP2YOBpQSpTOAXH?va3 GV-T45ed00g8J6beMbP SsOKSv)CRXFkkB7ScgVz3J4w 2-0.0 1 4.8.0 I 4.6.0 Scale=1:12.5 1:5x4 II 3 4 3.00 12 , 10 2 a r ,� _354=' 11111, - 6 1.5x4 II f 46•b I 4Aah LOADING(per SPACING- 2-0-0 r TCLL 25.0 dEFL in Ow) tldefl Uri PLATES GRIP (Roof Srww=25.0 Plate Grip DOL 1.15 TC 0.17 Vert(LL) -0.01 6-9 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.07 Vert(TL) -0.02 6-9 >999 180 CLL 0.0 Rep Stress Ina YES WB 0.00 BBCDL 1110 • Code IBC2012FTP12007 (Matrix-S) ) 0.00 2 &a n/a Weight 16 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 DF No.1&Btr SOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Stud/Std MiTek recommends that Stabilizers and required=SSbracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Yu/size) 2=344/0-5-8,s=162/Mechanical 1-:' Max Horz 233(LC 13) Max UpIM2-171(LC 10),6=-46(LC 14) Max Gray 2=354(LC 21),6=181(LC 21) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lo)or less except when shown. NOTES- 1)Wind:ASCE 7-10;VuIt=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf h=25ft;Cat.tf;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-2-0-0 to 1-1-0,Interior(1)1-1-0 to 4-0.0 zone;cantilever left and right exposed;end vertical left and right a :GC for members and fates&MWFRS for reactions shown;Lumber DOL=1.60 plate grip 001=1.60 2)TCLL ASCE 7-10;Pf=25.0 pan(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow bads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times fiat roof load of 25.0 psf on overhangs non-concurrent with other live loads 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. C`- ED PROF FS 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 46 lb uplift at joint 6. �GJ ANG I N EF9 sit 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2.This connection is for upliftonly an d /"? ',V does not consider lateral forces. 89200 P E lir 10)This truss design requires that a minimum of 7/16'structural wood sheathing be applied directly to the top chord and W gypsum Q sheetrock be applied directly to the bottom chord. ,114 y ,OREGON �lV� /.O gy14201‘ P-t" MERRtLN-R, EXPIRES: 12/31/2017 June 22,2016 ®WARNING-Vastly design parameters and READ NOTES ON 77IS AND INCLUDED MGM REFERENCE PAGE 115-7473 rev./WM/2 15 BEFORE USE. Ill Design valid for use only with MTekia connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the appicabity of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent tracing always required for stabitty and to prevent collapse with possible personal injury and property damage.For general guidance regarding faMiT®k� storage,delivery,erection and bracing of trusses and truss systems,see Ammo wow,,056.81 and Budding command 250 KW Clyde lob FRISS Tres Type Ofy Ply RON LAYTON-THE LAYTON HOUSE 18799 LAYTON-ADD .1601 Jack-Open Girder 2 1 K2103694 Pacific Lumber&Truss Co., Beaverton,OR 97005 Job Reference(optional) 7.640 s Sep 29 2015 MiTek Industries,Inc, Wed Jus 2211:47:48 2016 Page 1 ID:F4khiP2YOBpOSpTOAxxH?wZ31GV irG81rk1It1ESGWAcTTMKPctc57YJG1 uOn89Myz3jgv - 1-11-11 5-0-0 111A1 30-6 Scale 1:13.5 3 5.00 rii I 8 2 _ 9..02410 4 3x4= 1-10-15 �101 2 5.0.0 Plate Offsets(X.- [2:O-0-10.EdgeJ 1-10-15 LOADING(psf) SPACING- 2-0-0 TCLL 25.0CSI. DEFL in (loc) I/dell Ud Pt.J17ES GRIP ( 25.0) Plate Grip DOL 1.15 TC 0.21 Vert(LL) -0.01 4-7 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.10 Vert(TL) -0.02 4-7 >999 180 BCLL 0.0* Clod Stress�ZRPI2 NO WB 0.00 Hoz(TL) 0.00 2 n/a n/a 19C.DL 10.0 (Matrix-M) Weight:13 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc porins. - BOT CHORD 2x4 DF No:Mats BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Welt recommends that Stabilizers and required aces bracing be Installed Wring- REACTIONS. (lb/size) 3=56/Mechanical,2=278/0-55.8,4=70/Mechanical quid..Installation truss erection,in accordance with Stabilizer Max Hoz 2=68(LC 10) Max Upi83=16(LC 10),2=-108(LC 6),4=10(LC 11) Max Gray 3.59(LC 17),2=280(LC 17),4=70(LC 18) FORCES. (b)-Max.Comp./Max.Ten.-All forces 250(b)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf Ih=25ft Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLU ASCE 7-10;Pf=25.0 orf(flat MO Snow);Category Il;Exp 8;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 19.0 psf or 1.00 times flat roof toad of 25.0 pet on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 pet bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. ��p&p P R OFFS 7)Refer to girder(s)for truss to truss connections. 8)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)3,2,and 4.This connection is for ��GJ ANG[NEER /0 uplift only and does not consider lateral forces. 9)''Semi-rigid pitchbreaks including heels'Member end fixity model was used in the analysis and design of this truss. �� 10)Use USP JL24(With 10d nails into Girder&NA9D nails into Truss)or equivalent at 2-0-12 from the left end to connect truss(es)to 89200PE front face of bottom chord. / 11)Use USP JL24(With 10d nails into Girder&NA9D nails into Truss)or equivalent at 4-0-12 from the left end to connect truss(es)to ,p I' front face of bottom chord,skewed 0.0 deg.to the left,sloping 0.0 deg.down. 12)Fill all nail holes where hanger is in contact with lumber. Q �. 13)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). -�G OREGON A, LOAD CASE(S) Standard Q 44hy 14 2.° P� 1)Dead+Snow(balanced):Lumber Inaease=1.15,Plate Increase=1-15 4 R R i L\- - Uniform Loads(Of) Vert:1-3=-04,4-5=20 EXPIRES: 12/31/2017 Continued on page 2 June 22,2016 WARNING-Verily design peremesrs and READ NOTES ON THIS AND INCLUDED error REFERENCE PAGE 1M-7473 rev.10e3l2015 BEFORE USE. Design valid for use only with Milieus connectors.this design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall butding design.Bracing indicated is to prevent buckling of individual Muss web and/or chord members only.Additional temporary and permanent bracing is always requtred for stabiity and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,defrvery,erection and bracing of trusses and Muss systems,see ANSIRp1 Ovally Criteria050-89 and SCSI Iluldlna Component 250law Circle Job miss T,010 Type Ry RON LAYTON-THE LAYTON HOUSE 18739 LAYTON-ADO JB6t Jack-Open Girder 2 1 K2103694 Job Reference(optional) Padfc Lumber&Truss Co.. Beaverton,OR 97005 7.640 a Sep 29 2015 MiTptc Industries,Inc.Wed Jun 2211:47:48 2016 Page 2 ID:F4kf dP2Y08pOSpTOAXMi?wz31GV-irGe1 rkt lt1 ESG WAcTTMKPctc57YJGi_uCtnEMMyz3jgv LOAD EASES} Standard Concentrated Loads(ib) Vert 9=-6(F)10=-49(F) ®WARNING-Verify design perametws end READ NOTES ON THIS AND INCLUDED h8TEK REFERENCE PAGE 111 11-7473 eve.10m312015 BEFORE USE. mg Design valid for use only with AMTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not o truss system.Before use,the building designer must verify the appkcobihty of design parameters and properly incorporate this design into the overall budding design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal"injury and property damage.For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems.see Ad4$U(ryl Quash,C18.da,055.st and BCS(Ii so Comooeent 250 lana Circle Job Truss Truss Type- Oty Ply RC/RUMOR-THE LAYTON HOUSE K2103695 18739 LAYTON-ADO J802 Jack-Open 2 I Job Reference(optional) Pacific Lumber 8 Truss Co., Beaverton OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc.Wed Jun 2211:47.48 2016 Page 1 ID:F4khiP2YO8pQSpTOAXxt1?v:31GV-xGe1rk181ESGWAcTTMKPctdP7YFGI uQnB9Myz3jav I -24.0 I 3-11-11 5-0.0 2.0-0 3-1141 1-0-5 3 Scale a 1:14.7 I 5.00 12 10 9 ti 8 2 e , . I0- .'% 4 1 3x4= I 3-10-15 3-1}11 5-0-0 I 310-15 9-0-12 1-0-5 LOADING(pet) TCLL 25.0 SPACING- 2-0-0 CSL DEFL. in (toc) I/deft Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1,15 TC 0.16 Vert(LL) -0.01 4-7 >999 240 MT20 220/195 TCDL 7.0Lumber DOL 1.15 BC 0.10 Vert(TL) -0.03 4-7 >999 180 BCLL 0.0' Rep Stress lncr YES WB 0.00 Horz(TL) 0.00 2 &a n/a Code IBC2012/TPI2007atrixS BCDL 104 ) Weight 16 lb FT=20% LUMBER- BRACING- TOP RACINGTOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied. SOT CHORD 2x4 OF No.1&Str BOT CHORD Rigid ceiling directly applied. MITek recommends that Stabilizersand required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=93/Mechanical,2=345/0-6-8,4=40/Mechanical Max Harz 2=105(LC 14) Max UpNttS=-57(LC 14),2=-104(LC 14) Max Gray 3=107(LC 21),2=352(LC 21).4=73(LC 5) FORCES. (lb)-Max.CompiMax.Ten.-All forces 250(b)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf,h=2511;Cat.It Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-2-0-0 to 1-0-0,interior(1)1-0-0 to 3-10-15 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip OOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 pat(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow Mads have been considered for this design. 4)This truss has been designed for greater of run roof live load of 19.0 pat or 1.00 times flat roof load of 25.0 psi on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. �� EO PROF ss 7)Refer to girder(s)for truss to truss connections. Q% F 88)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 57 lb uplift at joint 3. 5 6NG I NEF,Q /Q One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2.This connection is for uplift only and ?i does not consider lateral forces. "7 "--- does This truss design requires that a minimum of 7/16'structural wood sheathing be applied directly to the top chord and W gypsum '9200P E t' sheetrock be applied directly to the bottom chord. • yG ,�OREGON ik ��- i0 qy 14 2s,'‘ 0- ' ERRILLeJ EXPIRES: 12/31/2017 June 22,2016 m f A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED ANTS(REFERENCE PAGE 118.7473 rev.1553/2015 BEFORE USE Design valid for use only with MTel49 connectors.This design is based only upon parameters shown,and is for an individual building component,notill a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall buldisg design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stabety and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,defvery.erection and bracing of trusses and truss systems,see Atom)Gushy Cdtefe,020.89 and 0C5I Wpd4w Cornosnerd 250 pug Chide . , 1 Job Truss Truss Type Qty Ply RON LAYTON-THE LAYTON HOUSE K2103696 18739 LAYTON-ADD ,1603 MONO TRUSS 17 t - Job Reference(optional) Pacific Lumbar&Truss Co., Beaverton,OR 97005 7.840 s Sep 29 2015 MiTek Industries,inc.Wed Jan 2211:47:49 2016 Page 1 ID:F4khiP2Y08pQSpTOAXxH?wz3IGV-QTCP241 weLMiufo1 AtZypQoLXua70E1fRidvOz3jqu 1 -2-0.0 1 5-0.0 1 240 5-0-0 Scats=1:16.9 3 4 1.6x4 11 5.0012 11 10 $ 2 nin ihill 1 ►, 6 3x4= 5 1.5x4 11 1 5.0.0 I 5-041 LOADING( TCLL 25.0 SPACING- 2-0-0 CSL DEM. in (roc) l/defl Ud PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.18 Vert(LL) -0.01 6-9 >999 240 M120 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.09 Vert(TL) -0.03 8-9 >999 180 TCLL 0.0•• Rep Stress m c, YES WB 0.00 Horz(TL) 0.00 2 nla n/a BGDL 10.0 Code IBC2012/TP12007 (Matrix-S) Weight 20 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 OF No.1&Btr TOP CHORD Structural wood sheathing directly applied, except end verticals. SOT CHORD 2x4 DF N o.18Btr BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Stud/Std MiTek recommends that Stabilizers and required cross bracing be instal ed during truss erection,in accordance with Stabilizer REACTIONS. (b/size) 270/0-5-8,6=178/Mechanical Installation guide. Max Horz 2=118(LC 13) Max Upbft2=124(LC 14),6=-56(LC 14) Max Gray 2=379(LC 21),6=204(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(b)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vuft=140mph(3-second gust)Vasal=illmph;TCDL=4.2psf,BCOL=6.0psf;h=2511;Cat.ff;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 5-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shover;LumberDOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf.225.0 psf(flat roof snow);Category II;Exp B;Paid*Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 19.0 psf or 1.00 times tat roof load of 25.0 psf on overhangs other non-concurrent with live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. ��,Eo p R OFen 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 56 lb uplift at joint 6. 0NG I N 44. •/0 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2.This connection is for uplift only and 2 does not consider lateral forces. 89200 P E 9<' 10)This truss design requires that a minimum of 7/16'structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. _4441.,1110 , a i► ' - it- 74,OREGON �. �4/ <O 4}' 14 i° i}"' MRRIIA- EXPIRES: 12/31/9017 June 22,2016 A WARNING-Sadly design pararmrera and READ NOTES ON THIS AND INCLUDED WEB REFERENCE PAGE 118-7473 rev.10032015 BEFORE USE. Design valid for use only with MiTeke connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the butdfing designer must verify the appicabity of design parameters and properly incorporate this design into the overall budding design.Bracing indicated is to prevent bucklingdi of individual trios web and/or chord members only.Additional temporary and permanent bracing M i lT ek" is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage.delvery,erection and bracing of trusses and truss systems,see mown Quaev ow..05849 end SCSI mow Comoonard 250 Kim Order r Job Truss Truss Type Qty Ply RON LAYTON-THE lAYTON HOUSE 18739_LAYTON-ADD SBOt Jadt-Open t t K2103697 Job Reference(notional) Pacific Lumber&Truss CoBeaverton,OR 97005 7.640 s Sep 29 2015 MiTek ksdusties,Inc.Wed Jun 22 11:47:492016 Page 1 10:F4khiP2YOBpaSpTOAXxH?wz31GV-QTCP241 weLMlulbl AtZypQoGXvW78E 11Rxivaz3)qu I -2414) 1 -1111 Lt 1-11-11 ( i'.5 Scale=1:10.5 3 8i/ '4! 5.00 12 te 2 01°°.,..,4111111l 1 :1/11 3x4_ 4 1-11-11 2je 14141 = TCLOADING (pfso .t) SPACING- 2-0-0 CU OM. in (loc) Ude lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.18 Vert(LL) 0.00 7 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.03 Vert(TL) 0.00 7 >999 180 Rep Stress incr YES WB 0.00 CLL 0.0 Florz(TL) -0.00 2 rda n/a BBCDL 10.0 * Code IBC2012ITP12007 (Matrix-M) WAC 9 lb FT=20% LUMBER- BRACING- TOP RACINGTOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 OF No.1&Btr BOT CHORD Rigid ceiling directly applied or 10.0-0 cc bracing. MITek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2259/0-5.8,4=5/Mechanical,3=29/Medtanical Max Horz 2 69(LC 14) Max UpIif2=112(LC 10),4,---4(LC 20),3=-19(LC 14) Max Gray 2=261(LC 21),4=27(LC 5),3=32(LC 21) FORCES. (b)-Max.Comp./Max.Ten.-All forces 250(ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vuft=140mph(3-second gust)Vasd=ttimph;TCOL=4.2psf,BCDL=6.Opsf,h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-2-0-0 to 1-0-0,Interior(1)1-0.0 to 1-11-9 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber OCL=2.60 plate grip DOL=1.60 2)TCLL ASCE 7-10;Pf=25.0 psf(flat roof snow);Category It Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of mm roof live load of 19.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live bads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. ��C. E� P(�Of ss 7)Refer to girder(s)for truss to truss connections. F 8)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2,4,and 3.This connection is for �NGI NEF9 > uplift only and does not consider lateral forces. 29 9)"Semi-rigid pitchbreaks including heels`Member end fixity model was used in the analysis and design of this truss. Q 89200 P E t' X40 cc y7G ,OREGON a 4,, 'O -9 y 14 '4e:‘�� p`‘'- MR RIO'6 EXPIRES: 12/31/2017 June 22,2016 A WARNING-Verify design parameters and READ NOTES ON TINS AND INCLUDED IWTEK REFERENCE PAGE Yq•7473 rev.10/0.3/2015 BEFORE USE. Design valid for use only with MTeke connectors.This design is based only upon parameters shown,and is for on individual building component,not111 a truss system.Before use,the building designer must verify the appficabity of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and inns systems,see ANSI/Rn Qualify CdIe$W.05649 and ICSI OWdlna Comment 250 Mao Ckde Jab Truss Truss Type Qty Ply RON LAYTON-THE LAYTON HOUSE 18739 LAYTON-ADD SBOIA K2103698 Jack-Open t t Job Reference(optional) Padfc Lumbar&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MTek Industries,Inc. Wed Jun 22 11:47:50 2016 Page 1 ID:F4IMIP2YOBpiaSpTOAXxHU2310V-ufmnGQ2Y0eU9VpK auOoUty?VwFvkbUBtSgGRgz3jgt I 1-11-11 2 1-114 1 e r.. 2 Scale=1:8.6 SAO FIT /, n ,I 1 ,F, 3 II ,,M, 3x4= 1 141-11 1-11-11 TC LOADING ( .0 SPACING- 2-0-0 CSL DEPL. in (toc) I/defl L/d PLATES GRIP (Roof Snow=25 0) Plate Grip DOL 1.15 TC 0.02 Vert(LL) -0.00 6 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.02 Vert(TL) -0.00 6 >999 180 BCLL 0,0* Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 1 Na n/a BCDL 10.0 Code 1BC2012/TP12007 (Matrix-Psi) Weight 6 lb FT=20% LUMBER- BRACING- TOP RACINGTOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc puffins. SOT CHORD 2x4 OF No.1&8tr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Weft recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=91/0.5-8,3=26/Mechanical,2=48/Mechanical Max Hors 1=37(LC 14) Max UplM1=18(LC 14),2=-29(LC 14) Max Gray 1=91(LC 1),3=31(LC 5),2=48(LC 1) FORCES. (b)-Max.Comp./Max.Ten.-All forces 250(fit)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vuft=l40mph(3-second gust)Vasd=111mph;TCDL=42psf BCDL=6.0psf;h=2511;Cat.It;Exp 8;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=t.60 2)TCLL:ASCE 7-10;Pf=25.0 psi(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live bchord of 20.0psf on the bottom in all areas where a rectangle 3-6-0 tali by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)1,3,and 2.This connection is for �l ED P R Qf Ss uplift only and does not consider lateral forces. Q� F 8)'Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. �OJ nNG I N EtC9 /D 'L =9200PE -9v-- 411" -7...- A OREGON Ile ''•OREGON <O 4)- 14 'IS P} � RRILA- EXPIRES: 12/31/2017 June 22,2016 A WARNING-own.design parameters and READ NOTES ON TIBE AND INCLUDED NMI(REFERENCE PAGE 111.7473 rev.1W03/2013 BEFORE USE. Design valid for use only with MTeke connectors.This design is based only upon parameters shown,and is for an individual building component,notMT a truss system.Before use,the budding designer must verify the appicabily of design parameters and properly incorporate this design into the overall ;� budding design.Bracing indicated is to prevent bucking of individual buss web and/or chord members only.Additia al temporary and permanent bracing M i i®k' is always required for stability and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the fabrication,storage.deive+y,erection and bracing of trusses and truss systems,see MOWS Ovally Cdleda.055-89 and SCSI Medina Comment 250 flue Circle lob TrussTruss Type Qty Ply RON LAYTON-THE LAYTON HOUSE 407 f AYfON AOD SBO Jack Open 1 1 1(2103699 Pacific Lumber 8 Truss Co., Beaverton,OR 97005 Job Reference factional) 7.640 s Sep 29 2015 h9Tek Industries,Inc. Wed Jun 2211:47:50 2016 Page 1 -2-0-02-0-0 ID:F4khip2YO8pOSpTOAXxH7wx31GV-u/rnn042YOeUBVeK au0o611ysEwFMkbk1et5gGRyx3Jet I3-11-11 2-0-0 2-0-0 I I 1-11-11 Scale=1:14.9 3 Ir AI la 5.00 FF te 10 40 9 °P 4 a 2 J' �� 1 , 3x4= 4 I 2-0.0 I 2-0-0 LOADING(psfy TCLL 25.0 SPACING- 2-0-0 CSL DEFL in (bc) Udell lid PLATES GRIP (Roof Snow=25.0) P Plate Grip DOL 1.15 TC 0.17 Vert(LL) 0.00 7 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.06 Vert(TL) -0.00 7 >999 180 BCLL 0.0 * Rep Stress InaYES WB 0.00 Hazel) -0.00 3 rule &aBCDL 10.0 Code IBC2012/fPI2007 (Matrix M) Weight 12 lb FT=2096 LUMBER- BRACING- :: TOP CHORD 2x4 DF No.18Btr TOP CHORD Structural wood sheathingdi BOT CHORD 2x4 DF No.18Btr BOT CHORD 10tly applied 0ocbra i2g. oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTdc recommends that Stabilizers and required cross bracing buint llation�idurnng truss erection,in accordance with Stabilizer REACTIONS. (lb/size) 3=84/Mechanical,2=295/0-0-8,4=39/Mechanicat Max Horz 2=105(LC 14) Job Truss Truss Type City Ply RON LAYTON-THE LAYTON HOUSE ono OwfoN-Abb SBO2A (Jack-Open 1 1 K2103700 Jab Pacific Lumber&Truss Co., Beaverton,OR 97005(rInd ll ID:F4khiP2Y 7.640 s Sep 29 2015 MiTek Industries,Inc.Wed,km 22 11:47:51 2016 Page 1 2-0-0 3-11-, TOAxxiihroi3IGV-MrKaTi3e(�ycti7�,etsbv1IEV9Bi(aaT2ycsiopaH e 2-0-0 1-11-11 I 1 Scale=1:13.3 • 7 iii 5.00 12 2 i r. n 7 1 i 11111114 ,, 3x4= 3 2-0-0I 2-0-0 LOA Ca(psi SPACING- 2-0-0 CSL OEFL b (bc) Udefi Lid PLATES GRIP TCLL TCLL DIN25.0 Plate (Roof Snow=25.0) Grip DOL 1i5 TC 0.09 Vert(LL) -0.00 6 >999 240 MT20 220/195 TCDL 7,0 Lumber DOL 1.15 BC 0.10 Vert(TL) -0.00 6 >999 180 Rep Stress her YES WS 0.00 Horz(TL) 0.00 1 rile n/a BCDL 10.0 * Code IBC2012fTP,2007 (Mata-M) Weight 9 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing di BOT CHORD 2x4 DF No.1&Btr SOT CHORD Rigid ceiling directly applied directly rr110-0-0 appliedp� purling. MTek recommends that Stabilizers and required cross bracing be installed during truss erectio,in accordance VA th Stabilizerkistallation guide. 1 REACTIONS. (Ib/size) 1=134/0-5-8,2=88/Mechanical,3438/Mechanical Max Horz 1=73(LC 14) Max Uplift1=30(LC 14),2=-60(LC 14),3=-28(LC 14) Max Gray 1=135(LC 21),2=92(LC 21),3=69(LC 21) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psI h=25ft Cat.II;Exp B;endosed;MWFRS (envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-0-0,interior(1)3-0-0 to 3-10-15 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;P1=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4}This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a fare load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)1,2,and 3.This connection is for ��Q;ED PR OFFS, uplift only and does not consider lateral forces. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. �� ,NG I NEF9 �4, cc' 89200PE - Al."..r. Air • ,!Z. 4OREGON D, �4, <0 q) 14 20) -1- - MFRR I��P EXPIRES: 12/31/2017 June 22,2016 ®WARNING-Verify design parameters and READ NOTES ON MIS AND INCLUDED YITEK REFERENCE PAGE wi'7177 rev.1603/2015 BEFORE USE iiii.. Design void for use only with M7ek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the appliicabiity of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing Ls always required for stab5ty and to prevent coiapse with possible personal injury and properly damage.For general guidance regarding the M iTek° Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 1 3/4 Center plate on joint unless x,y 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property offsets are indicated. I I (Drawings not to scale) Damage or Personal Injury Dimensions are in ft-in-sixteenths. li....41„. Apply plates to both sides of truss and fully embed teeth. 1 2 3 1. Additional stability bracing for truss system,e.g. TOP CHORDS diagonal or X-bracing,is always required. See BCSI. 1 „ ci-2 /ld C2-3 2. Truss bracing must be designed by an engineer.For 0' wide truss spacing,individual lateral braces themselves �� 4 may require bracing,or alternative Tor I iint16,111Wili" bracing should be considered. 1111111App �� 3. Never exceed the design loading shown and never Ustack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate - ,.9. designer,erection supervisor,property owner and plates 0-'ria'from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEoint and embed fully.Knots and wane at joint required direction of sibts in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from 'Plate location details avaYable in MiTek 20/20 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. software or upon request. NUMBERS/LETTERS. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for ICC-ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311,ESR-1352,ESR 1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907,ESR-2362,ESR-1397,ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions LATERAL BRACING LOCATION indicated are minimum plating requirements. 12.Lumber used shall be of the species and size,and �� Trusses are designedin all respects,equal to or better than that �� Indicated by symbol shown and/or for wind loads in the plane of the specified. by text in the bracing section of the truss unless otherwise shown. 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 14.Bottom chords require lateral bracing at 10 ft.spacing, section 6.3 These truss designs rely on lumber values BEARING or less,ifno ceiling is installed,unless otherwise noted. established by others. 15.Connections not shown are the responsibility of others. Indicates location where bearings (supports) occur. Icons vary but 16.Do not cut or alter truss member or plate without prior .— reaction section indicates joint ©2012 M7ek®All Rights Reserved approval of an engineer.III0 mimi Hi A Km number where bearings occur, 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing ortly. MIEN .= a 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with Industry Standards: project engineer before use. ANSI/TPI1: National Design Specification for Metal IIII 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. mi is not sufficient. BCSI: Building Component Safety Information, ire ke 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plktte 4 ' Conne+rted Wood Trusses. MTek Engineering Reference Sheet:MI1-7473 rev. 10/03/2015 '