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Plans (38) f Lt!��l S GcJ `? /// ¢ cd z: 1O'.8' 12-4. Qp�_�.� (� 19'-1. (/� `h > V. j N N j I I J' I\ • _J, J1' IO'. I 7, i■r J2 ia,. , J4 4 i JS 1� BJ5 4) j2 I ,A, • AV I _ ter , EI N L N C cz - \ — - (5)I�/_ I SJ1 , �/.I I: • `d w Sc ^,, 1772' SJ2 (3) DH.1 a . } o . IP 1 r N I ` r'_• • a•, I II I �0i _sJz rL 1z- E�iRn r21� 1 ■ Ai .> ._ N N `b N r -- -. -E - o3 ill i ab SJ2 G15(2) 1 i ',MISJ1 SJ3 SJ2x sn CA u a CO h) , w SJ1 ' ,, , SJ1 li 5 01 b • �i�p A 14$• 1V-2• I 13'-6 e CoppIgm CempBTNi Inc.2006 BUILDER' ISSUE DATE ABOVE RAN PROVIDED FOR muss TIMBERLAND HOMES 10/31/14LADE ENT ONLLY...IL.MONS AND TRUSRRoTE ENGINEERED STRUCTURAL REWS2N Z IXMNERIEN ORADfIECFURTHER 16860VECTTIMBERLAND LOT 8 TROY PARK WINGS FOR ALL S Peal D£9GNEIVENGINEER Of REcorm PLAN: DRAWN BY.:LARRY REVISIONS: fTiO MUSSS 03NNRALLNONILDIN OlPONSLONNECAU.N BUILDING 31123112 /A CHECKED BY.' DESIGNER/ENGINEER OF REOORD TO RENEWAND TOCOVEOCPL. & TRUSSPaGLumher� DELIVERY LOCATION. SCALE: REVISIONS: DESIGNS AND TO CONSTRUCTION OF ALL t.OMPA NI 1/8"=1' s All designs are property of-Pacific Lumber and Truss. All designs are null and void if not fabricated by-Pacific Lumber and Truss. i, r 11E111 This design prepared from computer input by PACIFIC LUMBER: LARRY M LUBBER SPECIFICATIONS TC: 2x4 OF TA 6-00-00 GIRDER SUPPORTING 9-00-00 FROM 0-00-00 TO 6-00-00 BC: 2x6 DF SS LOAD DURATION INCREASE=1.15(Non-Rep) IBC 2012 MAXYEI®EA FORCES IWR/GOF/Cq=1.00 MESS:2x4 OF STAND 1-2=(-241)222 1-4=(0)0 TC LITERAL SUPPORT Cu 12'OC.LION. LOADING 2-3=(-94; 37 8C LATERAL SUPPORT 12'0C.LION. LL=25 PSF Ground Snow(Pg) 7C UNIF LL E:2 +OL( 14.0)= 64.0 PIP 0'- 0.0'TO 7'-71,7•V BC UNIF LL; 87.5;+DL( 79.5)= 167,0 PLF 0'- 0.0'TO 6'- 0.0'V BEARINGTWAX TION MAX TION SIG REQUIRED SRO AREA Connector plate prefix designators: LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES C,CN,C18 CN18(or no prefix)=CeapuTrus, Inc LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL 0'- 0.0' -35/ 694V -84/ 201H 5,50' 1.11 OF 625 M,CN,118 78H8, 16=BiTek series REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING YET. 5'- 9.2' -84/ 3470 0/ OH 5.50' 0.79 OF((625 5'-11.2' -242/ 347V 0/ OH 1.50' 0.44 OF(625 NO BOTTO RCHO ECLIVEFLOADSPACT NON-LONAOCURRENfLY. 7.-11'7• -17/ BV 0/ OH 1.50' 0.01 DF(825 A .'- ', VANO 2.Oesi h k d r f tf s p f) q)I'ft t P4 pg VER MAX TC PANELTICAL IL DEFLFLECTION 0.076'0 -L�1.8'70,AllowedB= 0.461' 0SAX BC PANEL TL OEFL=-0.086'@ 3'- 1.4' Allowed= 0.339' MBO5D8IZ.LDE =-0.003'@ 7'-10.9'12 10.00 Design confores to Aa An windforce-resiting systew and cueponents and cladding criteria. 0Wind:140 mph,h=22.7ft,TCDL=4.2,BCDL=6.0 ASCE 7-10 (All Heights),Enclosed Cat.2, Exp.B, UWFRS(Dir), load duration factor=1.e Truss designed for wind loads in the plane of the truss only. P) N 0 I" en r` f (PR,d q -- � f � 1-1111-111.11111111111111111111111114.-=----.� 1.1-4x8 c.R,V)PR(}FF wC*;�d!3/l l y '92S.PE g� l Aiiipp 6-00 1-11-11 PROVIDE FULL BEARING:Jts:1.4.2,31 ,a. 0 � -F. ply OREGON <U' JOB NAME: TIMBERLAND LOT 8 TROY PARK - J4X-GIRD /0 �) 1a 2a� t� FRS Scale: 0.4477 WARNINGS _.. Truss: J4X GIRD 1.a and. .;.m "" ofalGene.Naloa G1.This ENERAL PB ,upon the re„.wa,aei.lama wd.i EXPIRES:12/"31,,2215 DES. BY: LA a 244co preselon ryv..bracingin.bebetake.marealto.. building ofcomnV nerds o,eeposlOnIyo�.reuking eei radio bk.ure.hbRy riming a.napuclen a O..gnr..w�w.me ��.*d'YofiMhulldupde.q rem.ierponaPoidx of the erecter.Additional 7o.e and.1 lao.e�endbOn,. n bame.mrinultelrlen , E,RRII, DATE: 10/31/2014 the owareumnwerthe re Oam+perdbreelrga re'P`sy"'�'6reaedm�e,glou<g,airuagn,6y 4 SEQ.: 6101855 4.No load should be applied to any component unma alInkling l bracing and 4 n"m bridging or lidera'ee na2a tee responsibility of the 6 •mikado,(ec1 �4 Qty Ap#� ta.fetrersare m�lete,. r5,sealnW am b.tlspmkrlfan S.8.Beagnamumea br..esare to be used Asna' environment. TRANS ID:N4N11147'N11desgn;oadabeappliiedtoarngor,ponent. ndre n d mndmm Dram. � G ' IIIIIII�IiII�IVIIIILMIIBIIuIiIIllnil Convents a /a 8. a Plat..xe(b hcl kbk..m.,and Shbdwthen:e �/ � e.ma.mpn�lu„d,�wbimtrom.um..epnioh.rwn by i Plates Nall mourn. da.e b""pras:.�`o�au.,,i.a } /�� ' � TPWJrGA in aCSI,copier of which WS be amv.l.d upon request. N.emh.iee with loM1d center Piacedmthew xnlar P irk(USA, tnpu'rrus SORWdre 7.6.6(7L}E ,a"DigerFor ie mantic Neve ,�.. pl.ensgn values are E512-1311,ESR-1988 NATeldi . St or> 3E 'p�'SfiLY' a Sk� NS's, '.lCAL6'h 1. 2 1 h 11111111 This design prepared from computer input by PACIFIC LUMBER: LARRY M LUMBER SPECIFICATIONS TC: 204 DF WI38TR muss SPAN 30'- 8.0' 2x4 DF 2400E{'1,TS LOAD DURATION INCREASE=1.15 IBC 2012 VAX MEMBER FORCES 4WR/GDF/Cq=1.00 BC: 2z4 OF MiBBTR SPACED 24.0'0.C. I.2= 0 109 2-11=(-130 1280 2-9=-1987)481 WEBS:204 DF STAND 2-3=i•138 383 11-12=(-131 1277 11-4= 0)325 LOADING 3.4=-1546 357 12-13= 90 871 4-12= -505 258 TC LATERAL SUPPORT<=12'OC.UON. LL(25.0)+OL( 7.0)ON TOP CHORD= 32.0 PSF 4-5=5-1175 428 13.14=(-156 11096 12-5= -132 409 BC LATERAL SUPPORT 0os=l2'OG.UON. DL ON BOTTOM CHORD= 10.0 PSF 5-6=( -792 412 14.9=-15511) 1098 12-6= -134 142 ===========.============.=========... _ _ TOTAL LOAD= 42.0 PSF 6-7=-1179 430 6.13= -118 445 "" 7-8=--136 353 15 7-14=#-1980 482 NOTE:2x4 BRACING AT 24'0C UON. FOR LL=25 PSF Ground Snow(Pp) B-9= 138 383 ALL FLAT TOP CHORD AREAS NOT SHEATHED BOTTOM CLANS CHECKED FOR A 20 PSF LIMITED STORAGE 9'10= 0 109 LIVE LOAD AT LOCATIONS SPECIFIED BY IBC 2012. LETINS: 2-00-00 2-00-00 THE BOTTOM CHORD DEAD LOAD ISA 958011NI OF 10 PSE. BEARING 11AX VERT MAX HOAZ SRG REQUIRED SRO AREA LOCATIONS REACTIONS REACTIONS SIZE MIN. SPECIES OVERHANGS: 18.0' 18.0' 0'- 0.0' -255/ 1459V -325/ 32511 5.50' 2.39 DE 625 y �ipp 30'- 8.0' -255/ 14597 0/ OH 5.50' 2.33 DF 1625) Connector CNeCto,'CN18ta(prno rofitdfix)°atom: pus, Inc Y,CH C1 Y18HS,Yor=Yprek Yx series 12111 2 0 Cn k n nt1 11 p:LLL/24 t�4 r naris^I VERTICAL DEFLECTION LIMITS:LL=L/240,TI=L/180 13-11-11 2-08-10 MAX LL DEFL=-0.011'@ -t'- 6.0' Allowed= 0.150' 13-11-11 MAX TL CREEP DEFL=-0.015'@ -1'- 6.0' Allowed= 0.200' 1-07-105-05-02 6-10-15MAX LL DEFL=-0.137'@ 17'- 1.6' Allowed= 1.488• 12 2-08-10� 6-10-15 5-05-02 1-07-10 MAXYAX TLMAXELL DEFL=-0.011•@ 32'- 2.0' Allowed= 0.150' '( 'r MAX TL CREEP DEFL=-0.015'B 32'- 2.0' Allowed= 0.200' 10.00 11- 12 12 YAX HORIZ. LL DEFL= 0.028'@ 30'- 2.5' 10.00 BAD HORIZ.TL DEFL= 0.044'@ 30'- 2.5' °este.and cowa to wain wirrdadding criteria systew and coapono.a end cladding criteria. Wind: 140 mph,h=25.2ft,TCDL=4.2,BCDL=6.0 ASCE 7-10, (All Heights),Enclosed Cat.2, Exp. , 8WFRS(Dir), Y-5x6(5)' load duration factor=l.� 11-5x6(8)) Truss designed for wind loads in the plane of the truss only. 0.25 0 0.25' yi v; o v4 0 M-3x5 • A11111116LI-3x5 • ti1,�D PRQF6.s 2T , = �(o \�� r G1NF fi� M-4X6 Y-1.5X3 J251i �Y-5x8S) 3x4 M-1.5x3 M-4x6 ° t926 'PE r- 1 y .1 b y1 O6y 6-11 8-09-03 3-05-07 6-07-07 1 6-11 b :.�/'`y �4Aie i1." - . sg-oa yt 06 F�� i OREGON� [7� 4 ,d' JOB NAME: TIMBERLAND LOT 8 TROY PARK - EH5 o Scale: 0.1948 WARMNGS: Truss: EH5 1'Builder an emotion contractor Would OW Grata Nal G.ENERAL NG7FS.Weasyw 4henry' a.pnke..aHen bnlh.design s aropeyk�Aew EXPIRES:12,'31'2015 I 2s4 compression w.o bracing mut be Metaled where steam.. gowns y component 6,erlity eepe Wp+meOenWPm DES. BY: LA 3.Additional temporary bene maqueae,6 Z onmtePetwd'e'e n°",;6aw7my„ r.oed.gn k me reed ba8r of the rector.Addeo.during construction Detpnadamew Yu ePwndeommtlwrffia6onMrapynr.cera(length t)/y permanent bracing of 00.0.and atacTbri c.c mweetihamarutyuyepa braced6wrghoddwk4"C• DATE: 10/31/2014 the overall :axn,eP,rwro;M,anww:wh,aaeognep. I20Ir ,,,t,�,;r® d nr 'a,r,,,,Acec>. �`� SEQ.: 6101856 4.Nomderotdbeappli dmwnooyponenre,Yempea " ^^rwne.cmeor *orerere eoorc deg. of N 7itg ? bracing end 4.kaepaHpnyrinea to the TRANS ID: 411471 wR�te�tcompoft.,Ifle ent. mma�omen 5.�etort�sof .yda,wnoomewwenwynme p s{ G. dao kadabeapWbd to any .» , 5.fabrication.handayN,CsnpuTnrar no mmol oveand r and agues of ru.p00aAyb Me a�anes......Mhemb9 Id ep sUPP 3aMw,Slum of mean.it dd((fyF Ijj,��n `: 'a "' I 1111111111111111111111111111 S d®9n Aemtl Mem Nal forth W a Ph ee lo=jeHon�Mfeeeayof hur aM pieced so their trl// t -1- o,. TPLW.CA In BCS!,mproeafv4dcH we be banished upon reyreaL pose coincide vdlhjckd center Mee Mi fek USA,lnc/Compuirus Software 7.6. 1L E e.�a indksee We m plate m oawe. - �)' 6( )- 10.For beak corsages pete design values vee ESR-1311,ESR-1988 Weld ed ��513 �� lj�' h �'ION.A L 1--,'� A' M t 11IIII11I This design prepared from computer input by PACIFIC LUMBER: LARRY Y LUMBER SPECIFICATIONS TRUSS SPAN 30'- 8.0' INC 2012 MAX MESSED FORCES 4WR/GDF/Cq=1.00 TC: 2x4 OF M188TR 8C: 204 OF @168TR LOAD DURATION INCREASE=1.15 1-2= 0 109 2.14=-244)1152 2-3=-1868)SM WEBS:204 OF STAND SPACED 24.0.O.C. 2-3=� -115 413 14-15=�-221i 1217 4-14= 175)180 LOADING 3-4=-1488 496 15-16=-2211) 1217 14-572-112 527 TC LATERAL SUPPORT<=12'OC.CON. LL(25.01+DL( 7.0)ON TOP CHINIp= 32.0 PSF 4-5=-1357 499 16-12=-287 1039 14-7= -409 159 BC LATERAL SUPPORT 0 12.0C.UON. DL ON BOTTOM CHORD= 10.0 PSF 5-7= 0 0 15-7= 0 159 -- _ _ TOTAL LOAD= 42.0 PSF 5-7` -984 445 7-16= -409 159 7-9= -9841)1 445 9-16= -112 520 526 NOTE:204 BRACING AT 24'OC CONFOR LL=25 PSF Ground Snow(Pp) 8-9= 0I 0 16-10= -175 180 ALL FLATTOP CHORD AREAS NOT SHEATHED 9-10=-1357 499 11-12=•1868 572 ------ BOTTOM CHORD CHECKED FOR A 20 PSF LIMITED STORAGE 111-12=`-1468 496 LIVE LOAD AT LOCATION(S)SPECIFIED BY IBC 2012. 12-13=(•110 409 LE INS: 3-03-10 3-03-10 THE BOTTOM CHORD HEAD LAD IS A MINIMUM OF 10 PSF. 12-13=( 0I 109 OVERHANGS: 18.0' 18.0' BEARING MAX VERT MAX HORZ BAG REQUIRED BRG AREA Connector plate prefix des��'ppnators: LOCATIONS REACTIONS REACTIONS SIZE IN. (SPECIES C,CN CIA CN18(or no prefix =CompuTrus, Inc 0'- 0.0' -307/ 1459V -239/ 2399 5.50' 2.39 OF(625)) Y,Y2IHS,1f16H5,Y16=ViTek YYfI series 30'- 8.0' -307/ 1459V 0/ OH 5.50' 2.33 DF(625) �DDND 2.le i h ck d for t! p fl vol ft at 4 o apaexnn.l VERTICAL DEFLECTION LIMITS:LL=L/240,TL=L/180 11-11-11 6-08-10 11-11.11AX LL DEFL=-0.011'@ -1'- 6.0' Allowed= 0.150' MAXYAX TL CREEP DEFL=-0.015'@ -1'- 6.0' Allowed= 0.200' �2-07-102-03-06 4-10-15 2-01-13 3-04-05 3.04-05 2-01-13 4-10-15 2-03-06 2-07-10� MAX TLMCREEP DEFL=-0.LL DEFL= 173'77'p 15'- 4.0' AllowedAlo = 1.983' T T 1 T T T T MAX LL DEFL=-0.011'@ 32'- 2.0' Allowed= 0.150' VAX TL CREEP DEFL=-0.015'@ 32'- 2.0' Allowed= 0.200' 10-00 10-00 11AX HORIZ. LL DEFL= 0.027'@ 30'- 2.5' "f •( MAX HORIZ.TL DEFL= 0.042'@ 30'- 2.5' 8 e 12 Design conforms mvindforce- YY-4%610.00 system and componentstoain and cladding resistingcriteria. Y"3x6Wind: 1140 mph,h=24.3ft,TCOL=4.2 BCDL=6.0 ASCE 7-10,ad duratioi.factor=1d6 Ca�.2, Exp , CD 7-IDar), Truss designed for wind loads in the plane of the truss only. o5Y•1.5x3Y3x5 �� FRQFfit /JOP:,,,,,/ _ 1 SIIIISSIo c l 11•3x6 Y-3x8 (S5' Y•3x6 1 .3 92i PG �l Y-3x8 8-506(S) 1 // raw I�" l 9-08-02 5-07-14 5-07-14 9-08-02 1-06 30-08 l ), -7, „OREGON P ,f[, 1-06 �6 -91.- 14, - "PiJOB NAME: TIMBERLAND LOT 8 TROY PARK EH4 -- JOB Scale: 0.1939 w1.ARNINGS Atl deremancomam.:ro,adb..dwadmaeoanm,iNm. GN.RALNOTES,u*ootherwisenWoted: EXPIRES:12/31'2515 Truss: EH4 and%wmings before coneWNen commences. ht041.10 no`anent.AApsed`ypkgggyupon�dot amnakra and and proper.mdwk. 2 244 compression web bracing num be installed whets shown♦. Mmation of component le the waporpbYy otthe beading Weever. DES. BY: LA a Addmmwl tenpmey bracing m Mame smbity during a nsbudfon 2 oegna.mresme top raw bewereowrde m be Nnenw/bracadai ef' gRR2(, tithe responsawyofthe enactor.Additional permanent bracing at zo.o and ml0 o.e rrapedreaN title.hrseetl wweWlerx thak aegb,by 1 DATE: 10/31/2014 thee.wasmmeeledww.pw�wbiliyof6wbImagdeapner. reIce` 1 btideng or l� here shoonrayweateq. 4�? �w 9�. 4.No mad Mould be applied to am=mooned alai gam or 3�� Moog required wfera shown.+ �y 1jJ, �, SEQ.: 6101857 foamnaraawwmaonewdewmnethowd.nrkme �° 5 Design nemeses�b aetlathe obbee�inan omni contractor. t r TRANS ID: 411471 4�gnloads beapplied toarymrymw,d, ndawmr'dyconenarrofuse. �t L �p S.CoftoNn Iws w embolwer.de.uno oo napmwibady Maw S'Deign=Ames tea bearing at ah euppmh sham.Shen m wedges / }{! NN IRIqII IIII II N� idedeonalnorn ehiprnrt and instatletion of components. 7 oeag Cea.wshall be b atlepdy�draxmgholh ek ��?/.41 I64,114'' /1 „ a so their center III1III III�tl��IIIN IP�II�II�IIMMI MITckUA,In c./o MosS furnished request. Old coincid.For beak e ] in Inches. lrel��311. R-19881MRelq O 7�51398/.:k,''' _. .SSTaNAL `. . / Ji 11111111111 This design prepared from computer input by LUBBER SPECIFICATIONS PACIFIC LUMBER: LARRY M TC- 2x4 OF Y16BTq TRUSS SPAN 10'- 0.0' BC: 2x4 OF 616515 LOAD DURATION INCREASE=1.i$ IBC 2012 .MAX53 MEMBER FORCES 41.2(.438( 00 WEBS:2z4 OF STAND SPACED 24.0'O.C. 1-2= 53 84 1-5=(0)0 i-2=(-439)363 TC LATERAL SUPPORT<=72.00.UON. LOADING 2-3=(-366)325 BC LATERAL SUPPORT r-12'OC.SON. LL(25.0)�DLI 7.0)ON TOP CHORD= 92.0 PSF 3-4=(.112 52 DL ON BOTTOM CHORD= 10.0 PSF LETINS: 2-DO-00 2-00-00 TOTAL LOAD= 42.0 PSF BEARING MAX VERT MAX RHORZEACTIONS ERG SO UIflEO BRGSPE AREA '•For hanger specs. -See approved plans LOCATIONS REACTIONS REACTIONS SIZE SD,IN. `SPECIES LL=25 PSF Ground Snow(Pg) 0'- 0.0' -18/ 2340 -108/ 263H 5.50' 0.37 SF(6253 Connector plate prefix des'nators: LIYITEO STORAGE GOES NDT APPLY DUE TO THE SPATIAL 5'. 9.2' 0/ 580 0/ OH 5.50' 0.09 DF(625) Conn Connector CN1a or of prefix LIMITEDMSTOR OF IBE 2012 AND IRC 2012 NOT BEING YET. 5-11.2' -349/ 4260 0/ OH 1.50' 0.3 DF 625) )� (or P ries rus, Inc 10'- 0.0' -461 840 OI OH 1.50' 0.13 DF(625) Y,Y2bHS,Y1BHS,Y16-YiTek series 9-11-11 ANO BBOTTDYRCHCHECKED ERRAAND SRC 2:12 NNDCL01pE"TLY. 2:n h k d fo t1 f1 ]ft iVERTICAL DEFLECTION LIMITS:LL=L/240,TL=Lf180 MAX LL DEFL= 0.131'@ 1'- 5.4' Allowed= 0,254' y MAX TL CREEP DEFL=-0.124'@ 1'- 5.4' Allowed= 0.339' MAX HOAIZ. LL DEFL=-0.100'@ 9'-11.2' MAX HORIZ.TL DEFL=-0.095'@ 9'-11.2' systew andfconp0nents andicladdingrcriteria. F Wind: 140 wphr h=23.5ft,TCDL=4,2,BCDL=6.0 ASCE 7-10, 10.00 V (All Heights),Enclosed Cat.2,Exp.S, YWFRS(Dir), = load duration factor=l.l Truss designed for wind loads in the plane of the truss only, co till M-5x6 ,,// ,111 Ea PRO c 5.. \�- GiPaE Si =1-4x4 4 '° /// 9 `� 292,tPE y 6-00 b 3-11-11 l 4kIM" _.. !PROVIDE FULL BEARING:Jts:1.5.3,41 4t -7 , OREGON , (4 JOB NAME: TIMBERLAND LOT 8 TROY PARK - J5X ./6 �y 1&' a RRl5--- � WARNINGS. Scale: 0.3542 Truss' J5X 1.&Adnd del-anderection a be advised ufnnGeneral Notes 1.I GENERAL ign Notsb,wan.upontheroaa: gcompon'etlo"'mbNlyo e�mandMopaemawaw EXPIRES:12;31'20';5 2 Zc4 eompenInn veb a 5,0 most be beouee veee building component sro,n Mn,of design psran.ars and DES. BY: LA 3.as.w.Iaewondybramomau.esab*during 0 2 0 s ioppe4a nch'd "* d" DATE: 10/31/2014 as,responvent Additional Pele.aweaeokem 2. allvoGre.Pem,ey,.ee„aa�Ye„ob,aY,a, bd continuoue DATE: 0/31 201 4 Nobsdslculdhoaapasebilrooraeaaekwdesigner. 3.2xhoped nsfdg sheathing anw'Sia.�0saa,ee'` aneie,ao::"" /' ��Q �4 ashwrorsare any eamwnerN,arm Met et bracing end 4.'retaliation of Imes rerpabo,owy Orme reaaecyva contractor. OF Tv'`SFf'''G,!, ,,4 `1l TRANS ID: 411471 compaawmtroaineshwdanyModegryarman 5osagnassu es Ma 'areeobe�aaeonmsowaenwaaeeK, tl.oloade be applied a sr"component. Mere br^ery cpgYor,oiuse. �+Y' ."�• G e- 5.Compdnuc has no control over and assu�ro 6 Desgnaseum "bea' taA ti .4 fabrication,handling,YiPmed and 6.b0aneon ofrespaoneres. 6a neoew". mV auppads shown.Shim orvedpel pmv 1/ h S.This de.*s**shhed added b me aNadone earbM by 0 A :aba be beatod on bdh beast Cm and Pa Wso their „t� ..:/(� � IIIIIIIIIIaiI�IINIiI�III�IIIIN�I�Ii '° " °°� ° TPI VIrvA a SCSI.copies or which Mg be furnished upon request. Ones MTek USA,Ino.A:ortyuTrus Software 7.6.B(7L}E 7psi.Dannadea deutan vales see ESR-1311.ESR-1111138(Web) 3 /r,... ,p,51398,-, 1.4 �ss1ONAL `C, ' ,. This design prepared from computer input by PACIFIC LUMBER: LARRY M LUMBER SPECIFICATIONS TC: 2x4 IF/188TH TRUSS SPAN 15'• 2.9' INC2012 MAX MEMBER FORCES 4WR/GDF/C=1.00 BC: 2x4 OF tl18BTR LOAD DURATION SPACES INCREASE=1.15 1-2= 63 73 1-7=(0)0 1-2=(-673)590 WEBS:254 OF STAND SPACED 24.0.O.C. ( J 2-3=(-578)540 IC LATERAL SUPPORT<=12'0C.VON. LOADING 9.4=(((-3001))249 BC LATERAL SUPPORT 12'0C.UON. LL(25.0)+DL( 7.0)ON TOP CHORD= 32.0 PIF 4.5=-182 140 DL ON BOTTDY CHORD= 10.0 PSF 5.6= -62 29 LETINS; 2-00-00 2-00-00 TOTAL LOAD= 42.0 PSF Connector plate prefix des nators: LL=25 PSF Ground Snow(Pg) BEARING MAX VERT PAX HORZ BRG REQUIRES BRA AREA 000000I8,CN18(or no prefix)=ors: rus, Inc LOCATIONS REACTIONS REACTIONS SIZE SO,IN. (SPECIES C,CW,C58,CN18 Mor n Mprek VT series LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL 5'- 9.2' -19/ 358V -170/ 42 OH 5.50' 0.53 DF 625 REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. 5'- 1.2' 0/ 170 0/ OH 1.50' 0.09 OF 625 5'-11.2' -333/ 2336 0/ OH 1.50' 0.30 DF 625 BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD.TOP 13'-12.2'3'-11.2' -186/ 248V 0/ OH 1.50' 0.30 DF 625 AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. --18/ 2495 0/ OH 1.50' 0.32 DF 625 7-05-15 15'- 2.9' •181 196 0/ OH 1.50' 0.09 DF 625 1 7-09 1 15-62-15 4 VERTICAL DEFLECTION LIMITS:LL=L/240,TL=L/180 MAX TMAX CREEP DEFL=-0.154'@ 1'- 5.4' Allowed= 0.339' MAX HORIZ. LL DEFL=-0.127'@ 13'-11.2' MAX HORIZ,TL DEFL=-0,121'@ 13'-11.2' Design conforms to main windforce-resisting system and components and cladding criteria. Wind: 140 mph,h=25.7ft,TCOL=4.2,BCDL=0.0 ASCE 7-10 (All Heights),Enclosed,Cat.2,Exp.e, UWFRB(Dir), 12 load duration factor=l.6 Truss designed for wind loads 10.00 7in the plane of the truss only. M-3x5(S) 1/ n ca o n M-5x6 yB FEp PR0F6- S opo � o GkPl Sj M-4x4 "211^PE r" 6-00 9-02-15 l -74, , OREGON )0AOVIDE ILHEm INS•It•1 7 5 d 61 /O -II-1 4, JOB NAME: TIMBERLAND LOT 8 TROY PARK - J8X ' 1L� Scale:0.2440 WARNINGS: GENERAL NOTES,ude.selharaw.noted; 1.emderand emmeneoraeo,,Om.bead isedofalGenerallotes 1.Tn:des5ni basedonrw.amewninielewrmwaendaSm..baemr EXP,RES:12'31/2615 Truss: „lax and Warnings before corynrcdonooa.,erwes Molding component Applicability ofra/roan 2204 compression..pbtayeg must bekmaeee ahem st.,wnr. amrear.lbn ofcomporcr0Nihe rego�iabiliy� proper 201 DES. BY: LA a Aalwonel tenpmwy bracing isim.tabNb.duringcora/ruction 2.Geely'asraa" aa'.ad boaom chard.'b.gte,any arao.d t t I.the respooaNl®b of the med..Additional pe,cnmdbrecup of 2..c..d.t1Oo.c.re.pMiveh,r.nd.braced naoupferea 1y DATE: 10/31/2014 aN�olwd�ats�EcGosektherewmcafte sebaidlreds.goer. 32.I�eidgingorla`bmrimpacingregawd'"god whoa�;dm"fa > ,tits `F�-' !.R,.>. SEQ.: 6191859 Poliedtoany'�warwn.amea.asbracmgend 4.bwtai.6m'ofw.sathe taeonsimwA•ofthe renpeca,.com,.tor. tasbaeresre ampe*and at m line maid are load.Drag.ft.. 0.Desgn asawrma tr... 0 to benKtlbia ao'eonoWe ZC, •t. TRANS ID: 411471 dxoNo oadBbepphedto.417en"on^f d olor•dnaon•ma.e. shipment Fe c 5.Carpdion,lmamarhipt and indoltaion of. ea no oompoe&M tonne E !ys'�aafitl6ahpadrB > eawWp rmbygN.v�mn Shun armed �./ IJ/ 2' ''Iaryl' NIN,I' Thkdesi5n loRowH.aof bjettaoe araeta sWRon,by fl Pel 5 Lw loASeedpoonnaboth fae:st bus,and placedw their'comer I VIII III,I VIII Ill WHI IBII�IINII Weft U A I,IaCSComp Trus s Software 7 wit be 5.14/led wen.VueeL lines coinade LL 4"oint cedar Gnat pMde a valuers es ESR-131 1.ESR-1988(*Telt) j j 3T9:g$ 4 .. , £vfS S'VION M L��,i • t f d EMIThis design prepared from Computer input by PACIFIC LUMBER: LARRY M LUMBER SPECIFICATIONS LU: 2%9 EF FICATR TRUSS SPAN 13'-11.7' IBC 2012 MAX MEMBER FORCES 4'ARIGDF/C=1.00 BC: 254 OF 1SBTR LOAD DURATION INCREASE=1.15 a BC: 254 OF 21AN0 SPACED 24.0'O.C. 2-2=(521 81 1-6=(0)0 1-2=(-615)541 2-4=(-220)487 TC LATERAL SUPPORT r_12'08.SIN. 260)206 BC LATERAL SUPPORT r-12'08-UDR• LL(25,0)+01( 7.0)ON TOP CHORD= 32.0 PSF 4-5=-102) 75 DL ON BOTTOM CHORD= 10.0 PSF LETINS: 2-OD-00 2-00-OD TOTAL LOAD= 42.0 PSF BEARING MAX VERT MAX HORZ BAG REQUIRED BRG AREA Connector plate prefix 2-US-SD ors; LL=25 PSF Ground Snow(Pg) LOCATIONS REACTIONS REACTIONS SIZE SO.I6. (SPECIES C,nnecto pl8(or no dai%1=oro: us,Inc 5'- 0.2' -10/ 208V -155/ 384H 5.50' 0.07 OF(625 C,C20H58,CN18 r n Yprek Yt series LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL 5'" 1.2' 0/ S7V 0/ OH 5.50' 0.52 OF 625 REQUIREMENTS OF INC 2012 AND IRC 2012 NOT BEING YET. 9'-'-11.2' -160/ 283V 0/ OH 1.50' 0.34 OF 1625 BOTTOM CHORD CHECKED FOR 1011F LIVE LOAD.TOP 13'-11.7' -86/ 1195 0/ ON 1.50' 0.19 DF(625) AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY, 9.00.13 4-10-14 knwD I•D h k d f f c D f)upl rt r 24 Rao,T.-I 13-11-11 ') VERTICAL DEFLECTION LIMITS:LL=L/24,TL=L/160 T BAD LL DEFL= 0.154'@ 1'- 5.4' Allowed= 0.254' T ,F MAX TL CREEP DEFL=-0.148'@ 1'- 5.4' Allowed= 0.339' ', MAX HORIZ. LL DEFL=-0.121'@ 13'-10.9' MAX HORIZ.TL DEFL=-0.115'@ 13'-10.9' Design conforms to main windforce-resisting system and components and cladding criteria. Mind: 140 mph,h=25.2ft,TCOL=4.2,BCOL=6.0 ASCE 7-101 +All Heights),Enclosed Cat.2,Ezp.B, BMFRS(0%r), load duration factor-1.6 Truss designed for wind loads 12 M-305(S) in the plane of the truss only. 10.00 7 ?4 N O O O •co O N M-5x6 42� g� �0 PRGxcc m of` ,„c N ' � ENE 'vet,. M-4x4 '92111F 1. Age J• y !'+1R' 105100.6-00 7-11.11 y4 �,�OREGON t, lU IP0OVID Flwt RFART!' te•1 Q,y 51 t0,'Tj 74 2-° 1"\- .:' JOB NAME: TIMBERLAND LOT 8 TROY PARK - J7XRi - Scale: 0.2607 WARNINGS: GENERAL NOTES.unlesse5ierwise noted: 1.Builder end co,mactoren„unead„„dof.eeeneniNotes 1.Tm.d 4=wba.edongwonthep w.ro.wandieeren;,m„aual EXPIRES.12i31!2015 erection Truss: J7X rMWanl,gsbefore msbudbncomne . bwmngcoopen,tAPpemNeyorde.ynPen,nwta.and aoper 2 254 comp ce web bracing oust be breaded whole shown.. kooporabon of component-s the re perwbe y of be budding designer. DES. BY: LA 3.Addeo,.lm„woraybreast tonn.embmbdwre n S OsAnaawmw.o,etop,ndaommohwwbmberadyb„ceda vx,RRILI, bfho,eeposbimyerthe erector.Additional oenrwrsrm bracing o/ o,ax-, alO..le.psmrey,Nen broiled tlao,ghoi/fhea by DATE: 10/31/2014 the ownauem,eiuerurerector.ANryonawbalding eereneaeegner ,gnidtiboos w.b:Aeucnpiprywwm.ho.wnwpcl.oyordywwt 1. SEQ.: 6101860 4.Nomderouabeappwdmany compo,w,a,nmafter ea Impact dm•Aorwnsogoar*oftewho,e.hecontractor.o.. J�� F worst j.,.> tabonnware sunybte and at nodrne should aro bads greater than s Dsigna..wallation ornesbusebbs is es ons to b'euuseedA the Bermm,utwn. d�' ,7�' .'ei•i.vF:ry�., .r. TRANS ID: 411471 design bads be applied to erocomnwwnt. and ors torus oond5bn'onwe 5.DesOns1h.�s noconoweo.rendaew,w.no rspenwbd5y for the 6.Design mumps ate bearing at all supports shown.stem at wedge if fabr calba handling,shipment and installation er compone,as n'''l a 6 This design is furnished sAlatlbdwameadons..t tote T a..usswd lion d,ggek barbed. -ln %' r" ;, IIIIII1111III 111111IIIHi111111� TPIWICAnscat,copisofwtedrelhebmWwdi nreq est6 nese o� arop�dpN�ee�r M MUek USA,Ine/CompuTrus Software 7.6.6(IL)-E to Digits asko�erof pate b Inches. „._„g' wrwa.gnrakes.eESR-t311.ESR-1wa9arwL7 -Pp ,y�01398 c;A' .r: GtSTe;.� '`<c �"�TONAt,��'",c,..,-;\ I H.' r IIJIIIIIIIIOI This design prepared from computer input by PACIFIC LUMBER: LARRY M LUMBER SPECIFICATIONS IC: 2x4 OF 616BTR TRUSS SPAN 11'•11.7' IBC 2012 MAX MEMBER FORCES 4WR/60FICy=1.00 BC: 2x4 OF 816BTR LOAD DURATION INCREASE=1.15 1.2=(-57) 67 1-6=(0)0 1-2=(-527)452 WEBS:204 OF STAND SPACED 24.0'O.C. 2-3=(-445)))4122176 06 TC LATERAL SUPPORT<=12.0C.UON. LOADING 3-h-(-171 121 BC LATERAL SUPPORT<=12'0C.UON. LL(25.S(+DL( 7.0)ON TOP CHORD= 32.0 PSF 1.5= -52 38 DL ON BOTTOM CHORD= 10.0 PSF LETINS: 2-00-00 2-00-00 TOTAL LOAD= 42.0 PSF BEARING SAX VERT MAX 04HZ BRG REQUIRED BRI AREA LL=25 POE Ground Snow(Pg) LOCATIONS REACTIONS REACTIONS SIZE 00.I6. (SPECIES Connector plate prefix designators: 0'- 0.0' -19/ 2460 -131/ 322H 5.50' 0.99 OF(625 C,CN C18 CN18(or no prefix)-riepuTrxs, Inc LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL 5'- B,2' 0/ 580 0/ OH 5.50' 0.09 OF 625 N,Y26AS,�1000,Y16=6lTek MT series REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING YET. 5'-11.2' -347/ 4200 0/ OH 1.50' 0.54 DF 625 80TT06 CHORD CHECKED FOR 10PSF LIVE LOAD.TOP 44 11'-11.7' -45/ 1550 0/ OH 1.50' 0.09 OF 0 625) AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. 9-DO-t$ t 0N0 2.Oa ig h k A f 3t(S B f) NI f_t 1_24 5--.-5_,1 2-10-14 T f VERTICAL DEFLECTION LIMITS:LL=5.4' 80 11-11.11 VAX CR LL DEFL= D.142'@ 1'- 5.4' Allowed= 0.254' T ,� MAX TL CREEP DEFL=-0.195'@ 1'- 5.4' Allowed= 0.339' f -f MAX H0RI2.TL DEFL=-0.104'@ 11'-10.9' Design conforms to wain windforce-resisting system and components and cladding criteria. ri M-$XS�S) Wind:140 mph,h=24.3ft,TCDL=4.2,BCDL=6.0 ASCE 7.1O, (All Heights),Enclosed Cat.2,Exp.B, YWFRS(Dir), TToad duration factorind 10.00 12 +� ix the uss dplaneaoffthewtross only. N o O a- O O O M-5x6 o r� &QED PROf�6',G1NE p, 6; r--_M-4X4 e.__ !C"�d��l t �' =92I$PE -' l s-oo ), 1. ' " 4e"iw" 5,111 11. .1.1! -ysL i OREGONh� �tr� .. fa �Y14, a26 �� JOB NAME: TIMBERLAND LOT 8 TROY PARK - J6X F �� Scale: 0.2883 WARNINGS: GENERAL NbtES,unties only uwwt rated: 1.aaa..m.Amonmm.xm.m�dn.m.:.aaa5o.anrNat.. 1.m:a�gnsn..,aoNr upon neam.n parameters forme u.r u.ai EXPIRES.13,31/2015 Truss: J6X 2.eraWAk sberoeatatat,a5onmm .o.. muaawsamionwn7ww�mNrade.nnr.�ameen:wprope mnl.sotee web Wooing must be installed whee shown.. hwrppetion or component a the reaporoWilly a me ... DES. BY: LA 3Aaaine�.l ymaarotoh..,ftgniyaa.gaon<mb;on a themp.nabouon,ahardenwbaeeb acedd p, Egm� .6 b the espuntibeRY a the ewer.Malteel pennvead--wow a 2'au.aMtliVo.G mpeenwlyocd sherxaddC)ander dowel L DATE: 10/31/2014 a.n weaamwubxel.creesaol,�ewbaneNeale de.4ner. 3 2�eatbrid ire leataeheathing sue,ib igegabed`t dcaeen..ftwon++ -.1 01�vn.Siit�-j}t{ SEQ.: 6101861ld appledtoalecomponent untiafter aebaragate 4 tencress ene rre t used in a design be applied to an lime should sM bade greater gen 5.Designare bums are to be u.edmaneo respective environment, .„4- .4.f,' , TRANS ID: 411471 desi9nb.dabe. COMMedbo.n/mnggeld a Ax dry amddbn arose. s.fabricC011p.ation, ledS,g. wondcoEaend eamoo,npoibnily rarde 8. a rer arubberrget.5auppooid.d ,sn'vngwetlged w t- x. 'uu'II IIII 'W'uI(I IIII 'W'uI(I ��AAuu�� a taisawaamaanahad subject to Me irritators set brit)by 7.Demon fabrication.hMNtilg,eipme t and irWe9sbon acomponent. ry. i.17 j III,I1111111111 NIII�U�IIiR�I MT kUcSq,InG/Co copies T Software 7.6.8(1L}Eof Mich will be fumisted upon�� U.100.00mm crptlatl na see ESR-1311, -1958(Wee) Y 1 1,��„..,,...„5....!_.3,.9_,.8_____,/,c,,,,, g /„U� Off, °GISTSV1' iCyrC �SSiONAL.c.,`=5 d a t 111111 This design prepared from computer input by PACIFIC LUMBER: LARRY M LUBBER SPECIFICATIONS LU: 254 OF FICATN TRUSS SPAN 30'- 8.0' IBC 2012 VAX YEVBER FORCES 4X5/GDF/Cq.1.00 WC: 2x4 OF @188TH LOAD DURATION INCREASE=1.15 1-2=( 0 109 2-12=-170)1144 2-3=�-1868 472 WEBS:2x4 OF STAND SPACED 24.0'0.C. 2-3=(-111 413 12-13=t-145)1213 4-12= -190 210 TC LATERAL SUPPORT m 12'OC.UON. LOADING 3-4=1-1468 396 13-14=-145)) 1213 12-5= -101 516 BC LATERAL SUPPORT 12'OC.UOX. LL(25.0)+OL 7.0)ON TOP CHORD= 32.0 PSF 4-5=-1357 394 14-10=•217 1039 12-6= -396 134 __A 8-9=-1968 395 14-8= -190 210 DL ON BOTTOM CHORD= 70.0 PSF 5-6= .975 376 13-6= 0 248 TOTAL LOAD= 42.0 PSF 6-7- 975 376 6-14= -396 134 NOTE:2x4 BRACING AT 24'0C SON.FOR 7-8=-1357 394 7-14= -101 516 ALL FLAT TOP CHORD AREAS HOT SHEATHED LL=25 PSF Ground Snow P -----..=====----..--=-4===...--.---.--=====.-=------ (9) 9-10= -111)413 BOTTOM CHORD CHECKED FOR A 20 PSF LIMITED STORAGE 10.11=( 0)109 9'10=-1868 473 LETINS: 5-03-10 3-03-10 LIVE LOAD AT LOCATIONS SPECIFIED BY IBC 2012. THE BOTTOM CHORD DEAD LOAD IS A MINIMUM OF 10 PSF. BEARING WAX VERT MAX H000 800 REQUIRED 805 AREA 006600NGS: 18.0' 18.0' LOCATIONS REACTIONS REACTIONS SIZE SO.IN. (SPECIES) Connector plate prefix designators: 0'- 0.0' -231/ 1459V -2381 238H 5.50' 2.33 DF(625) C,CN C18,CN18(or no prefix =CoepuTrusInc Y,Y230'- 8.0' -231/ 7459V 0/ OH 5.50' 2.33 OF(625) 6IHS,Y18HS,Y16=MiTek YT series , ICOND 2•n �._�a f) I.f�t 24 �,p rx,iRg VERTICAL DEFLECTION LIMITS:LL=L/240,TL=L/760 MAX TVAX CREEP DEFL=-0.015'@ -1'- 6.0' Allowed= 0.200' VAX LI DEFL=-0.077'R 15'- 4.0' Allowed= 1.487' MAX TL CREEP DEFL=-0.173'@ 15'- 4.0' Allowed= 1.983' MAX LL DEFL=-0.011'@ 32'- 2.0' Allowed= 0.150' YAX TL CREEP DEFL=-0.015'@ 32'- 2.0' Allowed= 0.200' 11AX HORIZ.LL DEFL= 0.027'@ 30'- 2.5' - 19-11-11 10-08.10 .( 9-11-11 YAX HOflIZ.TL DEFL= 0.042'@ 30'- 2.5' 2-07-10 T-03-06 5-00-11 5-04-05 5-06-02 Oesign conforms to Bain windforce-resisting 4-10-15 1-03-06 2-07-101 � systew and umponents and cladding criteru, 12 1 1 T 1 ,� 10.00 Y-4X6 Y-4x6 12 Wind: 140 mph,h=23.5ft,TCOL=4.2,BCDL=8.0 ASCE 7-10 y M•3X8 Q (All Heights),Enclosed Cat.2, Exp.B, YWFRS(D�r), Sr" 6 10.00 Toad duration ffor wind �� inTruthedplane offthewtrussloads only. Y-1.5x3 iiv \110,Y 0 -1.5x3 m. oe M-3x5 , N Y-3x5 a 0) PROF- o 21� : '�'((c \• .0(-5 NE- S/0 Y-3X6 U-3x8 12 1 t,25' Y 3x8 k,14 19 1 ->"o cG^ ✓/.+!!/P M-5x6(2) M-3x6 52 y 1 9-08-02 5-07-14 5-07-14 b 9-08-02 l ,«,/'_1/ !' 35 1-06 30-08 y1-06y 7t/ • OREGON �tUfi a Y 14. 2a JOB NAME: TIMBERLAND LOT 8 TROY PARK - EH3 ' ga �� ' WARNINGS: Scale: 0.1948 t R WARNINGS: e,.<um oor,su,etwana.444eda.0 General Nan: 1.GENERALNOTES,unless otheiv;se nose: EXPIRES:12/31/2015 Truss: EH3 and Wanni9sberme oorem�on�wnces. rm•d«+rwonmspammeteis of de4gnperale,nn.adpmrsn:amr must be Pira component.ofoew....1 baay nape fi 69 of ow DES. BY: LA a Additional lmaoo„rycarmnimion w swats u•a.mta.11sawH oon.wre Z.usouw.nonossoesopweAbe re.Aou.laNre eeo snaPu°8` ..;.. lathe sbnHpbieby em,pere5o9.5 Ueslpn smarm to top and bottom ohnd.b be Ybraly braced nwporoadmy oftle erecter.Atldmonal pemanerd 2o.c.and at ICI os. �p jlR[(-L DATE: 10/31/2014 mu:owreuww,aeAOww ,nAddlhorme bracing ummou erhiy pyyoyr p.bbe"amCmedq(l91 throughout their length C1 t- d.th..d•14140 be.PPaed to 3.2r Impact badging or lateral bracing required of re�aMen.+ SEO.: 6101862 '' aF�."4 , ' .no tome should loner all bracing and 4 Design buss rte Po be tee in a nor'-corrosive environ TRANS ID: 411471 dra complete bed to atnoompo.b°"°a6 loads greater m,a 5.=O retorvme.bdeio,feue.�alaanG soawassn environment, q� ti =s )"C design be appXedbarty mrrarorixa, and are foray ovWmon•otuea. q• 5.tob1 uTrrs h.s no eo,mWover dcndb mammas no oewpeYblay for the S' �eaambearlry.ta6wrppodogho nShbnomedgeH t ° lt*design HOolAH.ahlsmwd.0the d wombs.,01...Pmerta 7 Design mimes.ae4as0e d,Wnage a_Wed JG` fi'1 •�... 111111111111111111111111111 6MIT6k U$4NVICA la1 /CORIpUTfuv3 which 491 furnupon ished lines amid&Wei foint'oenter lines. 10. 4Mime 0.For tc p4designInches. see ESR-1 R.1928 @kTsl4,and placed se their center < •�� ,• S`°'0NALk',yCi 1 A a • 11111 11 This design prepared from computer input by PACIFIC LUMBER: LARRY M ,r-- LUMBER SPECIFICATIONS TRUSS SPAN 15'- 2.9' TC; 2z4 DF#188111 LOAD DURATION INCREASE=1.15 IBC 2012 MAX MEMBER FORCES 42-3=(-ICq=1.00 R18BTR SPACED 24,0'D.C. 1-2--( 0) 109 2-8=(0)0 2-3=(-699)572 BC: 2x4 OF WEBS:2x4 OF STAND 2-3.(-109 394 LOADING 9-4=-580 537 TC LATERAL SUPPORT r-12'OC.UON. LL(25.0)tOl( 7.0)ON TOP CHORD= 32.0 PSP 4-5=-289 250 BC LATERAL SUPPORT 0=12'0C.UON. DL ON BOTTOM CHORD= 10.0 PSF 5-8--183 140 LETINS: 2-00-O0 2-00-00 TOTAL LOAD= 42.0 PSF 6-7= -62 28 OVERHANGS: 18.0' 0.0• LL=25 PSF Ground Snow(Pg) BEARING MAX VERT MAX HORZ BRG REQUIRED BRG AREA LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL LOCATIONS 9/ACTI560 9/ACTI890 SIZE 0 (SPECIES Connector plate prefix desi7nators: REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. 5'- 0.0' -10/ 4580 -170/ 48 OH 5.50' 0.73 OF 625 C,CN C18 CN18(or no prefix)=CmpuTrus, Inc 5'- 1.2' 0/ 580 0/ OH 5.50' 0.09 OF 625 M,V2OHS,IlUHS,O16=MiTek YT series BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD.TOP 9'-11.2' -948/ 2520 0/ OH 1.50' 0.32 OF 625 ABS BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. 13'-'-11.2' -182/ 2480 0 2520 / OH OH 1.50' 0.31 OF DF 625 15'- 2.9' -17/ 170 0/ OH 1.50' 0.03 OF 625 7-06-06 ( 7-08-09 lCR10 2-p sig ho k d f T/ft t 24�spon G9 T 15-02.15 T VERTICAL DEFLECTION LIMITS:LL=L/240,TL=L/180 MAX TLMax CREEP DEFL=-0.015'@ -1'- 6.0' Allowed= 0.200' 7 -i VAX LL DEFL= 0.144'@ 1'- 5.4' Allowed= 0.254' VAX TL CREEP DEFL=-0.146'@ 1'- 5.4' Allowed= 0.999' VAX HORIZ.LL DEFL=-0.117'@ 13'-11.2' MAX HORIZ.TL DEFL=-0.114'@ 13'-11.2' Design conforms to main windforce-resisting system and components and cladding criteria. Wind: 140 mph,h=25.7ft,TCDL=4.2 BCOL=8.0 ASCE 7-10, (All Heights),Enclosed,Ca+.2,Exp.B, MWFRS(Dir), load duration f1. 10.00 Truss ed fforplanehewind trussloads 72 intheonly. M-3x5(5)set r, 0 11-5x6, PROFtc,5 1 66 �� 1G �/ 'cr .92• PE �{, 2 8-_ 8-404 b 4amw IJw 1-06 8-00 y 9-02-15 �L OREGON ALu ,l• s4 k t4. 2a E JOB NAME: TIMBERLAND LOT 8 TROY PARK - DJ8Q RR« Scale:0.2342 WARNINGS: GENERAL NOTES,usneonennen noted: 2015 TruSS: DJ8 1.aBAaer.m.naa,c,mac..roredmnamed ofenGeromNote* 1.1n:d.q,,:w.donlyuponSep�ae�sshonw.ra.n:tawua EX l ES 12-'3y' nt Warning*beam nwx.cxon commences. warn component ApplloWay or 2.244 compassionwmmadngmustbearamd&Imeshown.. meommaxonofcomponent i:me aper +ofthe enem �[tRILL DES. BY: LA s Is the *rooan6.c6nma..amevyd.: canaa 2.Decomassum able top andfiottommoaa'atole o1 braced, � RIM n1.po,wroNty of the erector.Additional permanent bracing of 7 oh.turn et lo-oc,npeavely unless braced DATE: 10/31/2014 4.th.°vNo ."+wok.urn be =to.Po"mr 9,9919alro a.a, 19409mintemlcacinhaa°rem sRee'��mo:4400 i J�� OFvi. h4 SEQ.: 6101863 re.m.as nooepee.naat"om""4aMnaeiduntil wryI..dd.' and S. of connector.n, R TRANS ID: 411471 °...8lo .be°pgledtoanycom comment. and.mfor•dyconamn•ofuse. 5.Campdfn.M.....ba .M.wmesro &Droe.pnaw.reehA � O finnan&shipment and installatton of responsibility for Weoeadrom.nwspppoRaronm.sNmmweaaex II I�'M�I 6.T ed�In la in lart.hww.ot kt&0 8. a1 be l on both tams Mu.mai pMoedm thernenRr 110111111111 1111111111011111111111 lines eohickle with Pant center Imes 9.DON indicate Me of Naas in ham. MiTe GSA,Inc./CampuTrls Software .6.60L).E�� Q For basic connector plate design values agile ESR-1311,ESR-1897(W M) „p. 51398 40/9-m0 S{� r l h x JitIIIuliI This design prepared from computer input by LUMBER SPECIFICATIONS PACIFIC LUMBER: LARRY IA TC: 2x4 OF W1CATR TRUSS SPAN 13'-11.7' INC2012 NAX NEMER FORCES 4WR/GD =1.00 F/C BC: 2x4 DF 815918 LOAD DURATION INCREASE=1.15 y WEBS:2x4 OF STAND SPACED 24.0'O.C. 1-2= 0 109 2-7=(0)0 2-3=(-641)514 2-3=(-111 334 TC LATERAL SUPPORT<=12'08.VON. LOADING 3-41-527 484 BC LATERAL SUPPORT c=12.08.UON. LL(25.0)tDL 7.0)ON TOP CHORD= 32.0 PSF 4-5=-259 207 OL ON BOTTOM CHORD= 10.0 POE 5-6=-103 75 LETINS: 2-00-00 2-00-00 TOTAL LOAD= 42.0 PSF OVERHANGS: 18.0' 0.0' LL=25 POE Ground Snow(Pg) BEARING MAX VERT YAX H08Z BOG REQUIRED ORG AREA LOCATIONS REACTIONS REACTIONS SIZE SD.IN. (SPECIES) Connector plate prefix desnators: LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL 0'- 0.0' -19/ 457V -164/ 448H 5.50' 0.73 OF(625 C,CN cter plaN18(or no prefix)=sru, nus,Inc REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING YET. 5'' 1.2• 4I 95V 0/ OH 5.50' 0.091 DF 1 625 Y,Y2Z1H5,418H9, 16=YiTch YT series 9'-11.2' -170/ 277V 0/ OH 1.50' 0.35 DE 625 DF(625) AD BOTTOYRCHO DCLODFLOADSPACTLNON-CONCURRENTLY. ( 111 13'.11,7' -841 118V 0/ OH 1.50' 0,19 DF 625 9-00-13 ICOD nn h k d f n tl f)unl fr t 4 a I 4-10-14 T ,( VERTILAL DEFLECTION LIMIT-: -L=6.040,llowe180 13-11-11 T NM LL DEFL=-0.015'@ -1'- 6.0' Allowed= 0.150' MAX TL CREEP DEFL=-0. 35'@ -1'- 6.0' Allowed= 0.200' s- MAX YAX LL DEFL= 0.1139'@ 1'- 5.4' Allowed= 0.254' • y MAX TL CREEP DEFL=-0.140'@ 1'- 5.4' Allowed= 0.339' WAX 61612.LL DEFL=-0.111•@ 13'-10.9' MAX HORIZ.TL DEFL=-0.108'@ 13'-10.9' Design conforms to Bain windforce-resisting -1 system and couponents and cladding criteria. Wind: 140 mph h=25.2ft,TCDL=4.2,BCDL=6.0 ASCE 7-10 (All Heights),Enclosed,Cat.2, Exp.�, YWFRS(Oir), 81.3X5(5) lcod duration factor=l.6 • Truss designed for wind loads 12 r< in the plane Of the truss only. 10.00 7 G N 0, B1-5X6 oaf- Aof ilOr �w' :l �I4; ' 2 -- y ¢ f- l y y ,,.+'r ,dM-4x4 411 11, am' 6-001-06 7-11-11 -7L ..1„OREGON Ix -r�, JOB NAME: TIMBERLAND LOT 8 TROYtEttaPARK 7p7 l ,6 -'7Y 14. 2°° `kf` 4'''FiRU).- ' Scale:0.2501 WAPDNNGS '- 1.OcAdo and election 0„00010.��axmNewa.aGeneral xae, 1.1Hmwa roles.ed05ymwenotheoO parameters en : EXPIRES:12;31'2©15 Truss: j7 aro VAambgsbefore combustion commences. buildigcomponeit APp�tiftora me ,andna`tOfP"mcm^d a 2x4 compression web bracing mud be indeed wine Nam s. bcotimmbnof MAW DES. BY: LA a Ammor�i mnwonnr aauremo,wae 0. 51yd�rg construction i De.gn awwenesnor taapA0„K,dboon nmee tamm`„ry°�°"gbn,�a�1GL p I� lathe reaponaibmry olthe erector.Additional immanent bracing of peneard01120.0 re.powvyywasa 10.001 mmreb/Odi'. (ooep '<� ^-w{ DATE: 10/31/2014 Hreoverallaburreiememapomara6Yolwebr:akgde.mner. cvAnood 6^^hbgwdarbraiingodekadwhe t osos•yrm(sc>. ,, 6 SED.: 6101864 a xob,denow beapwxdmamc0npo etwaarto.0 $2:snood bridging° martian w egdwwa w.8wc=c `�® WASk '?* fasteners are complete and erne tone should any belt: mrYra wend 5:bwasuon estr5100 re to tie mmerewe0neecenorco A ji i,, TRANS ID: 411471 d 9 madsbeappendm Designnerd,yaswdboe'ofcoo. °m'"n<°noama„„mm h4 ant'r.sd q, ndaressos ssa ins o/uee. s.oomwdnua t.s no coroal overane asauneamreepon Lary mane A.aoeagnasaar.sbn brag aeall ary+wda ehem.sldrrn o.w<aeea 4 ..3, r fabrication,handling.shipment and installation of components. D Doeo0 �1 ,t -.' 1111111111111111111111111111111111 MTPNNfCq miBC$I oyes WxlntoGrSoftware �MI be fumiahed upon moat oS CAd50en wFor basic e or plate in Inches. align vaaetESR-1311,It.linitat.....11.th aY a.Plates shall be lo. a orarolb 6En of miss and �E$x_798a so (µTNI ; "-. 31338 .w-' Q rYF ~ A A a 11111 This design prepared from computer input by LUYBEA SPECIFICATIONS PACIFIC LUMBER: LARRY M TC: 2x4 DF W18BTR 6-00-00 GIRDER SUPPORTING 10-08-00 FROM 0-00-00 TO 6-00-00 BC: 2x4 OF SS LOAD DURATION INCREASE=1.15(Non-Rep) IBC 2012 VAX MEMBER FORCES 4WR/GDF/Cq=1.00 WEBS:204 OF STAND 1-IBC 0 109 2-8=-161)334 2-3=-565 214 TC 2.20F11STANT r_72.00.UON. 79 LOADING (Pg)Snow 2-3=1-526 214 8-9=f-158)329 4-9=(-463)172 BC LATERAL SUPPORT r_12'OC.SON. TC UNIF LL( 50.0)+OL(L 1455)SF G04.0dPIF U 9-4=(-526 219 4-5.(-488)248 BC UNIF LL( 108.3)+01( 03.7)= 202.0 PLF 0'- 0.0'TO 10'- 7,1'V 4-5=-499 380 9-5=-384 248 LETINS: 2- 0.0'TO 6'- 0.0'V 5-6=-214 97 00-00 0-00-00 LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL 6-7=(-101 0 OVERHANGS: 18.0' 16.6' REQUIREMENTS OF IBC 2012 ANO IRC 2012 NOT BEING YET. Single member as shown. BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD.TOP BEARING MAX VERT VAX HONZ BRG REQUIRED BRG AREA Hangers attached to the bottom chord BOD BOTTOM CHORD LIVE LOADS SF NON-CONCURRENTLY.TOPTLY. LOCATIONS REACTIONS/ 101REACTIONS5SIZE 1FP1 625 0'- 0.0' -119/ 1010V -169/ 945H 5.50' 1.62 9F 625) will have 1.5'mss.nail penetration. 5'- 8.5' -907/ 966V 0/ OH 5.50' 1.55 OF((625111 Unbalanced live loetls have keen 10'- 7.1' -218/ 317V 0/ OH 2.50' 0.44 OF(625) considered for this design. (C 181 2,_ On I s_M k d f Intl S f1 1 ft i 9 p j Connector plate prefix designators: VERTICAL DEFLECTION0. LIMIT-:.L=8.0' llTL=w/d80 C,CN C1B CN18(or no prefix)-CampuTrus, Inc C,CN CS,1118HS,(r n Yprek IIT series MAX EP DEFL=-0.011'@ -1'- 6.0' Allowed= 0.150' MAX Ti.CREEP DEFL=-0.016'@ -1'- 6.0' Allowed= 0.200'54 of 1-10 T 03.0 2-09 4-08-13 MAX TI MCREEP DEFL= 0.023'@ 1'-'- 7.8' Allowed= 0.939' '- 12 VAX TLI CAEEP DEFL=-0.070'@ II'.11.7' Allowed= 0.139' 7 -0.013'@ 11'-11.7' Allowed= 0.185' 10.00 7 MAX HONIZ.LL DEFL=-0.015'@ 10'- 5.8' VAX NORIZ,TL DEFL=-0.017'@ 10'- 5.8' Y Design conforms to wain windforce-resisting =� system and components and cladding criteria. Wind: 140 mph,h=24.3ft,TCDL=4.2,BCDL=6.0,ASCE 7-10, fAll Heights),Enclosed Cat.2, Exp.B, MWFRS(Dar), load duration factor=1.� Truss designed for wind loads in the plane of the truss only. 0 M-3x4 0 a -- M-3x5 u M-3x4 m 8)- A� _. ,?,, DYPR,Opp�, 2--M-5x10 Y-76 5x9 Y•3x4 y �� /S//�c��a f //�,, -7 E 2-11-08 2-09 2„ P JA JA 1- '� 1-06 10-07-01 "`' ''' w 7-04-10 yy ry QAEGQN (y ✓.• -I¢14 2o\ '� JOB NAME: TIMBERLAND LOT 8 TROY PARK - DJ6 '" liFi11,0.$� WARNINGS: Scale:0.2510 - 1.BusNer wed erakbn mrwacmrehe0d 1e advised of all General wiles This GENEes9Ob baaSodre'wlaencted: Truss: DJ 6 eodwarnfgaaewremn,m,wnmm�nw,m, =r'ycPmmodrown aeuetersndm,rannaroaw EX)!RES 12x39;2015 234 mmgdalu,s ib b,a*m muse be Metalled when: bWdhw mngom.,A component Is ay of drown W.mem.and props DES. BY: LA 3.mac., +. mmm.aaonapemronerxmn.responsibad fenwuwbraarewamrea..,.aamnabucmn 2 Design eswmes me top and bosom chords to ellatera°u B DATE: 10/31/2014 Ssrerspaa gn.P.....A.A..lpem.naeb al sS niVen'h48c,p, pnw,m„ be laterally Weisner. v, S it,e ndowbamebrwdhedemo ire pNwoo quire hina(fcl.ewra -- '�' SEH.: 6101865 4.Ne Iced erowbesppummany mmperontfe ansae 4 ws"roscnef orthe„alaa.m.4e.edwl.eehewo bu �y�iT ��s v iSyi �$� mslen.sanmmpmfaand at no time el.ukt erect and 4.Design ,n ',a the,abbe we or d.onoocdsemMrtor. TRANS ID: 411471 dessnleadsbeappmdeagpp.w.w •Woaag�m nen B.andwe.m..a.waembea.mna o �noawaemwmnea. } 1� S.Corrctin,11.1 omnbplwer.Ma.anuro component?. for 8. andareror'tlry pu art.4Pprm ehmm Shan or wedpeW °/� N �W IM' pp MI pp lsbceasar lramm�e sRdpn.nf and installation e9mmp,neMs. S Design roafdl III�u1Ill'1111�INIIIIIi,III11111 G Wd nn SCSI.copies funWhed of which MI be ASM upon request gPlates WWI be located on lines wale prb�a�tl placed so their center i(✓I fl'f f. ,:. D f' I'I I' IN' YMII MTek USA,lnc/CompuTn6 Software 7.6.6(1L)-E B' '^d' e�Prdeeacl.a- E r t } 10.Fbrl.ak m..gprPmm deelYn vah.a sea ESR-131/.ESR-1588(lirelq ` ..- �� Gr39$E� �W RIFF: �,, --.."5,,,, 'F 0 AL .�L' d u IIIIIIIIIIIiu This design prepared from computer input by PACIFIC LUBBER: LARRY M LUMBER SPECIFICATIONS TRUSS SPAN 30'- 8,0' IC: 204 DF 2400F• 2x4 DF 21007(;T2 LOAD DURATION INCREASE=1.15 IBC 2012 MAX BERBER1FORCES) 4Wp2-D3/C-21430 BC: 2x4 DF W1&BTIi SPACED 24.0'O.C. 1-3- 0) 399 3-14=(-407 1133 2-4=-2-83 580 WEBS:2x4 DF STAND 3.4= -142)392 14-15=(-450) 1811 13-6- 84 707 LOADING 3-5=-1580)468 15-11=(-246)18121 13-4= 889 242 TC LATERAL SUPPORT m 12'00.00N. LL(25.0)421) 7.0)ON TOP CHORD= 32.0 PSF 4-5= O) 0 15-it=(-246) 1115 6-14= 0 242 BC LATERAL SUPPORT<=12'00.UON, DL ON BOITOY CHORD= 10.0 PSF 4-6=-1115)423 14-7- 0 243 TOTAL LOAD= 42.0 PSF 6-7=(-1878 584 7-15= 889 297 ====--x======--======================= 7-9=(-1115 423 15-B- -84 708 204 BRACING AT 24'OC UON.FOR LL=25 PSF Ground Snow(Pg) 8-9= 0 0 10-11=I-2042)580 ALL NOTE:20 TOP CHORD AREAS C U N.SHEATHED 9-10=--542 468 ____ ____DE-EA___-SHEATHED 6011011 CHORD CHECKED FOR A 20 PSF LIMITER STORAGE 11-11= -140)392 LIVE LOAD AT LOCATION(S)SPECIFIED BY IBC 2012. 11-12= O)109 LETINS: 2-00-00 2-00-00 THE BOTTOM CHORD DEAD LAD IS A MINIMUM OF 10 PSF. OVERHANGS: 18.0' 0.0' BEARING MAX VERT MAX HORS BRG REQUIRED ORO AREA LOCATIONS REACTIONS REACTIONS SIZE SO.IN. (SPECIES ) 0'- 0.0' -2821 1459V -1591 153H 5.50' 2.33 OF(625 Connector plate prefix designators: 90'- 8.0' -282/ 1459)1 0/ OH 5.50' 2.33 SF(625) C,CN,CI8,CN18(or no prefix)-CoapuTrus, Inc C,C20HS,M18HS, 16=YiTek YT series L.080 2•n`iY h kid f r_a_t(S a f)yPj,,ft t 96 pg gg J VERTICAL DEFLECTION LIMITS: LL=L/240,TL=L/180 MAX LL DEFL=-0.011'@ -1'- 6.0' Allowed= 0.150' MAX TL CREEP DEFL=-0.015'@ -1'- 6.0• Allowed= 0.200' MAX LL DEFL=-0.172'@ 15'- 4.1' Allowed= 1.488' RAX TL CREEP DEFL=-0.423'@ 15'- 4.1' Allowed= 1.983' VAX TLMCREEP DEFL=-0.015'@ 32'- 2.0' Allowed= 0.200' RAX HORIZ.LL DEFL= 0.035'@ 30'- 2.5' MAX HDRIZ.TL DEFL= 0.059'@ 30'- 2,5' 7-11-11 14-08-10 1 T 7-11-11 07-1� 4-02-04 -01-1 4-02-04 1 f Design conforms to main windforce-resisting 6-04-Ot 4-02-04 2-01-13 4-02-04 1-07-10 system and components and cladding criteria. T 4 T 1 Wind: 140 mph,h=22.7ft,TCDL=4.2,BCOL=6.O ASCE 7-10, = 6-00 (All Heights),Enclosed Cat.2,Exp.8, YWFRS(Dir), ,� toad duration factor=1.e I. 6.00 Truss designed for wind loads '` 12 5 ( •( in the plane of the truss only, 10.00 F. M-4X6 12 M-304 11-304 Y-4x6 Q 10.00 6 7 m. 12 c. t c. w M-3x6 + M-3x6 - .. cop PPCF o ~ - m 5<c�ac'h'e FS�/O 2 19 15 a. N. �? t)r!�" �M-4z6 Y-3x4 40,of 15 i 4.0. r✓r l�/i -7 M-3x4 M-4x6 2 Q 192 (P s' ), y M-5x8jS) l ). y �` " �5-09-14 9-06-02 9-06-02 5-09-14 Zy y y �yR�REGGti �4 ,y \l' A, 30=08 1-06 fG 6 -}14. ? JOB NAME: TIMBERLAND LOT 8 TROY PARK - EH2 R .. Scale: 0.1948 WARNINGS: GENERAL Notes,mina me,waenntm: 1.Builder are en:ewnwroactorwmdbe.do.edof all GonralNan 1.Th:dmgniswedmiywmDewlanm«swwnandi ran:dcidoel P'RcS:1L`S1!2015 Truss: EH2 mw•esg.bebecer.bwcben mdSegcorroonentAppwabinyofdesignp.nneeraengp,o 2 2r4 cmnprn.wn web brad%mut be totalled wise shown 4. ryu.hon et component.terereonelb fee554 DES. BY: LA a Addionaltemporary braaammsw.esmah.damgrA.o-udwn z�assumes the top anti bwmchors eeer.lybraced net ofnernwnromyeye, aor.Adamweipe,,,ee,erdtradreor ro.namat1Go.aeepedwey mien braced throughodMehemet by Tp,ERRfL( DATE: 10/31/2014 1n.°Wei.naeud�eeaueespondbsayGS,.Wmd 3 2i��ior l vywomwedwheresh shown.4 w.nlec). e SEG.: 6101867 4.No Iced should be applied Gem casement m4 a09,all am 4.inwabon of hues ase n bracing required of the W11Ge tive i"°"n«' ,,'.'r:~� l� 'A$ji! ��• de fasteneno00oaplete albatnotrmeshoalanybadsgbternen 5.Doageewecornomenaeesbeteedhree`° ,r hreerarehet - TRANS ID: 411471 andaebrNIGharatwrrefse - h 5.h oHO n,sr haadbn8.at.pnwnt instahas no control over llation assumes ofd My for the 6. nn assures rug bearing at ea sweats sewn.shenorwedaeW �`j/ �.�, E The design Hhanished subject to the mblem ss who by a Pleas shag he Waltd en both feces ofbuss,and placed so their center , v(I)i. 'HI I�I III Dealt.wares alp be drwg.' wiled , "-` IIIII�IIIIILII11�IWIIIIII,IIIIIIIII,II TPWVECAin SCSI,copies of which sal befunishedupon request IaesmwedeWe,einttoenteru,n 1 MTek USA,Inn/CompuTrus Software 7.6.5(1L)-E no.Four basic rermrp�deegn lues see ESR-In Inches. - t:' 13,1 ESR-1913B 1b6req 51398 4., C4 'P'4crsTeR, lye' `SIGNAL.E`"v IIIIIIIIIIII This PACIFIC LUMdesign BERprepared: LARRY fromM computer input by LUMBER SPECIFICATIONS 30-08-00 HIP SETBACK 6-00-00 FROM END WALL TC: 294 DF 81&BTR LOAD DURATION INCREASE=1.15(Non-Rep) 1- IBC 2012 YMEMBER10FORCES -307 10001.11 BC: 2x6 OF SS 3- 0) 108 6-17= -582 1922 2-9=-30701 10001 23-22- 242)1602 WEBS:294 OF STAND LOADING 3-4=�-2070) 1000 17-18=�-584 7924 14-7= 278 744 23-14=) -212) 602 TC LATERAL SUPPORT<=12'OC.UON. LL=25 PSF Ground Snow((Pg) 3-4=-2964 978 17-18= -750 2964 4-17= -278 744 13-14=(-3106) 1082 TC UNIF LL( 50.0+DL) 14.0= 64.0 PLF 0'- 0,0'TO 6'- 0.0'V 4-6=•2994 1062 18.19=-1112 3290 17-5= -400 256 BC LATERAL SUPPORT c=12'0C.W)N. TC UNIF LL( 100.0+OL 28,0= 128.0 PLF 8'- 0.0'TO 24'- 8.0'V 5-6=-3162 1242 19-20=-1386 3944 5-18= -210 144 ===================================== TC UNIF LL 50.0+DL 14.0= 64.0 PLF 24'- 8.0'TO 90'- 7-8=-3338 1320 21-22=-1382 9936 -1382 3946 18-7=-1244 3278 NOTE:204 BRACING AT 24'OC 058.FOR BC UNIF II 0.0+01 40.0= 40,0 PLF 0'- 0.0'TO 30'- 8.0'V 8-9=-3944 1580 22-29-1164 3406 17-19= 9238 127874 ALL FLAT TOP CHORD=AREAS NOT SHEATHED TC CONC LL 250.0+DL 70.0)- 320.0 LBS @ 6'- 0.0' 9-11=(-2364)))1 1910 23-14= -596 2006 18-0= -988)1 258 TC CONC LL( 250.0)+01( 70.0)= 320.0 LBS @ 24'- 8.0' 11-12=(-9044 1910 8 21=) -54) 276 LETINS: 2-00-00 2-00-00 LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL 12-13=(((-3018 1068 29-9- 0 214 OVERHANGS: 18.0' 18.0' REQUIREMENTS OF INC 2012 AND IRC 2012 NOT BEING YET. 14-15=-3100 1082 2-22= -8021 798 14-15= 0) 108 1D-20=( -698) 798 Y-904 where shown;Jts:9-5,9-70,19,17,19,27-22 BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD,TOP 10-23=(-1696) 746 ANO BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. BEARING MAX VERT BAX HORZ BOG REQUIRED BRG AREA Connector plate prefix designators: LOCATIONS REACTIONS REACTIONS SIZE SO.IN. (SPECIES C,CN C18,CN18(or no prefix)-CompuTrus,Inc (2)complete trusses required. O'- 0.0' -889/ 27419 -184/ IONS 5.50' SO4.39O DF(IESI Y,Y2645,tl18HS,Y16=Mulch MT series Join together 2 ply with 3'x.131 DIA GUN 30'- 8.0' -876/ 2699V 0/ OH 5.50' 4.32 OF(625 625 nails staggered at: 9'oc in 1 rows throughout 294 top chords, W oc in 2 row(s3 throughout 258 bottom chords, /V\ 9'oc in 1 rows)throughout 254 webs. VERTICAL DEFLECTION LIMITS:LL=9/240,TL=9/180 MAX LL DEFL=-0.003'@ -1'- 6.0' Allowed= 0.150' 4AX 71.CREEP DEFL=-0.004'@ -1'- 6.0' Allowed= 0.200' MAX LL DEFL= 0.091'@ 13'• 1.1' Allowed= 1.487' MAX TL CREEP DEFL=-0.209'@ 19'- 1.1' Allowed= 1.983' 0-08-0708YAX LL DEFL=-0.003'@ 32'- 2.0' Allowed= 0.750' MAX TL CREEP DEFL=-0.004'@ 32'- 2.0' Allowed= 0.200' 7-03 1-OB-07 15-08-14 MAX HORIZ.LL DEFL= 0.021'@ 30'- 2.5' T 5-11-11 MAX HORIZ.TL DEFL= 0.035'@ 30'- 2.5' r1-10� �-02.04(2-06-05�1f�08- 4-01.07 4-01-07 5-11-11 3-08-03 2-10-15 1-01 1-10I Design conforms to main windforce-resisting 326 { system and components and cladding criteria. 12 ,2 ,�920k T T T 4�SWind: (1(40 mph,hts),En,TCDd=4,2 BCOL=6.0 ASCE 7-10, 10.00 1.1-4x-6-11"°° YO d duration'factor=l.R Ca�.2, Ezp.�, NWFRS(DirJ, 10.00 4 0' Truss designed for wind loads f 6 .fx in the plane of the truss only. M-3x8 11-4x6 8 9 g 1 )4434S. . Z; :\\\\\ 1.1.5x3 0 2 M-3x5 00/ 3 M-3x5 4. g. <0' Of`6,.9 .. c W _ 16 17 �i�e 19 21 10 4,``'' /0/1/1/7T sig ., M-1.5x3 M-4x8 a.25' 22 2a 1 6 o t. 2r•F'= t" 8-7x8(S) M-3x8 J.. 1 J. J. 1 1 J. 1 1 1 , ,a.. o. ,, I � 1 12-04-112-00-08 2-09-13 1-11-15 3-09-15 3-09-15 3-11-11 4-01-07 5-08-02 fi 1 1 12_ ,� 1-06 30-08 C7REGC4' 1-06 !© r 14 2° 6 JOB NAME: TIMBERLAND LOT 8 TROY PARK - El-Il t� Scale:0.1823 WARNINGS: GENERAL NOTES,unless et/lassies noted: taalderemereconcomemrsho,uxam:odofanGenerallot. 1.nasdemaomb.sedonyupon the Pemnnenssshown and orennm„aw EXPIRES.12:3112015 Truss: EH1 zwswarnxcsnanoreoor.oaseeneannn,ess bwd:gcomPonn¢APPioebhyorde.lnpermed anowo wnMosekn web bracing must be mashed atom shown+. inaapaadon ofownpurra bora ripe ppeerr 9.AedNerwls Ny4ndnnwabutlion P do,gnml egme® r. DES. BY: LA '337,4017:",t°''''''. z oelgN,aaawfwstmm aboawd,w�a.° �tamnremsadr �RR1L.,g e DATE: 8nsn wrdrofbreereaor.AddnonalWnranwdbrar..gof zo.a.w.sloeW.,44as,eywessmerdmmwwo�emmr M tl+ 10/31/2014 aso.amesww.is6,e,eaao^4baardthebmnugdeaa,ar. 'Impact ahB81Awam,>pyioodabee when shownrdfys.IA I. J�4 F WAS `g-?- SEQ.: 6101868 4.NobWshould beapplied to any oonponnau,malter all 3 a'in�b" eistheereiaao:gmwfthewlwmanown.. batlig and 4.Imlatlafion argue is the responsibility of the neaPe�ve mN4aWr. „Sr vL, - '4 ��„ de Nrm am compete ands no lime oed. err/loads greater than S.Design assumes busses are to be,M Na nomm�pai.e mammon!. , P TRANS ID: 411471 Tac oedabe eooa evormxlonwd. .Mare mr•d 4741.1 m•ef ae. SCbAuxejnsh handling,lwroconhol on:ramanunes No raeporiowreu a n' etW beanrp at.n avpwpmas�pdeadwn.srmnmwetlge6 v ( -� , ''II InI'p'pIII 'pI St TTPWVICA in BCSI,copies of which sal be it design is fumbbhW gym Installationtslimitations inor forth by Ti. s be be ddsbdh hcea ufbusuest lines colneideadhyolnt center Ines. ,and placed.theirender l�1 r IInIII 11111111111110111 IIII III,I III \I MRB USA,SA,I mpuTnm Software 766(iL)-Eupon� 9.Diggs Intlicete sire of plate hi 0. bash connector pada design in values see ESR-1311.ESR-1988(amid �-fi 51398� �`-0.<',s,,„-G7sTES-' Ar', If3NA' '.t'L"i r : e 111111 This design prepared from computer input by PACIFIC LUMBER: LARRY M LUMBER SPECIFICATIONS TC: 2x4 DF a16BTR TRUSS SPAN 8'. 0.0' IBC 2012 11AX MEMBER FORCES 4WR/GDF/C-1.00 BC: 2x4 OF W16BTR LOAD DURATION INCREASE=1.15 _ q WEBS:204 OF STAND; SPACED 24.0.O.C. 1-2-1 0)109 2-7=-555)335 2-3=-62511)252 2x4 DF 0168TR1 A 2-9=(-144)346 7-8=(•122)171 4-7=-963 452 LOADING 9-4=-301 115 7-5=-413 461 TC LATERAL SUPPORT r-12'OC,UON. 1.) 7.0)ON TOP CHORD= 32.0 PSF 4-5=-323 222 5-8=-437 588 LL(25.0)05 BC LATERAL SUPPORT 0=12'0C.URN. DL ON BOTTOM CHORD= 10.0 PSF 5-6=-1601 204 8-8=•129 265 TOTAL LOAD= 42.0 PSF LETINS: 2-00-00 0-00-00 BEARING MAX VERT MAX HOAZ BRG REQUIRED BRG AREA U.=25 PSF Ground Snow(Pg) LOCATIONS REACTIONS REACTIONS SIZE 00.IN. (SPECIES) OVERHANGS: 18.0• D.0' LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL 0'- 0.0' -99/ 5435 -136/ 253H 5.50' 0.87 DF(625) •'For hanger specs. -See approved plans REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. 8'. 0.0' -90/ 9435 0/ OH 5.50' 0.55 OF 6251 Connector plate prefix designators: 801706 CHORD CHECKED FOR 10PSF LIVE LOAD.TOP IcnN_ D�•ne_g h kr n A f t(�g fl Iif r c4 =qpm C,CN C18,CN18(or no prefix)=CompuTrus, Inc AND BOTTOM CHORD LIVE LOADS ACT NDN-CONCURRENTLY. R,B26HS,Y18H5,R16=MiTek MT series MARTILAL A.= -0I01 LIMITS:11=1/240,. ' TL=L/d80 d= 0.150' 7-03 T-0 9 MAX IL CREEPDEFLDEFL=-0.015'1'p -1'• 6.0' AAlloowed= 0.200' �1-07-10� 2-02-10 3-02-13 �10-1� MAX TLVAX DEFL= 0.024'@ 1'- 5.4' Allowed= 0.472' MAX HORIZ.LL DEFL=-0.002'@ 7'- 8.5' 12 VAX HORIZ.TI.DEFL= 0.002'@ 7'- 8.5' 7110.00 Design conforms to wain windforce-resisting system and components and cladding criteria. IIM-6X6 Wind: 140 mph h=22.4ft,TCDL=4.2,BCDL=6.0,ASCE 7-10 r 5 6.0' (All Heights),Enclosed Cat.2,Exp.B, BWFRS(Dir), ►' 1/•1.5x3 load duration factor=l.6 Truss designed for wind loads PAS T y in the plane of the truss only. 12 4.0' 10.00 If-1.5x3 0 0 0 M-3x4 M-404 M-354 M-3x5 . j..Oy /S// So/ J- b 3. w92� PE t' 4-00 4-90 3- 7 06 1 8-00 . .. 04rsc 1111.. J. OREGON P Lei `o '1)` 14, 5 q4 JOB NAME: TIMBERLAND LOT 8 TROY PARK - GJ5rRi«�' ' Scale: 0.3071 WARNINGS: Truss: G15 1.�deramomma coy.aershould beadw'dofeGenendNotes 6 rhld�Wass on enowpata nemone octet EXPIRcS:12/31/2015 Walnmme beforeca,wtiuction commences. bad aNcpbnme wametre end Is capper r-edNdud 224 compression web derng must befMa6ed where shown a. t6 oonwerwrn o,we is the old campy aMopareDpr,mcomponend 6n6 yanking DES. BY: LA 3.Addmonwltemporary bracoptewuosmite dunnaoomhewn a OW,awme.the tPandbamomdwd.bbaMel bossed* RR tMernPorsmiKp intro erster.Adtlibeml 2'e.c.and at l0 o.e Melly DATE: 10131/2014 mtheresu nsunew Mmareyommmyol pemrienwAbrahgm unto*braced ' WAS a4 mnlmuou shite(7.8)ahem,a+ rywaljBC� SEQ.: 6101870 4.No Iced ahostdbeapplied tmycomponent dale 4.2lmpad onond ae,wInepO belly fthe r respective ." �4 - 0`'- cashiersatecompleteandstrotimestgWa bads brwrthen 4.Dwsabennwno, es rmtor, Ne menoncorueeeemenin C4I -- ^ TRANS ID: 411471 desgnbad.beeppeedfo. m pout awn 5.andgnae,'d,y da..n.ofus. at. o<o,.,eemti, eti ro mmronem. and are for'dry condition.awe. . . S.I...,,,wie.,.. GApwer an,.sunesmrespondbWlyhrmw 13.Design amines Mbetsig at all support drown.Shim or wedge q VT //pT. t '� fabrication,handling,gspment and nnbrdoan m components. nen. Vj //r{ '� 1111111111111111111111111111111 6.Thi d&Ainn8mtdwdweonuteAndhbehbrwewkNnbx 8. adegwd tpbu and cater TPIANTCA In SCSI,copies of which sill be bmthed _ Fines coincide with on m MTek USA,Ina/CompuTna Software 7.6.6(11)-E 1carder Ones. . D_ basic� of One in inches. ` P design eeESq-1311,ESR•lgaa(IMeg iiP 51398 On `6(./ts,Er¢4 Cr Y� -1 1ONAL .46\ 1 11411 This design prepared from computer input by PACIFIC LUMBER: LARRY M LUMBER SPECIFICATIONS It: 2z4 OF FICATR TRUSS SPAN 6'- 4.5' BC: 2x4 OF W188TA LOAD DURATION INCREASE=1.15 IBC 2012 MAX MEMBER FORCES OR/GDF/C(1=1.00WEBS:2x4 DF STAND SPACED 24.0'O.C. 1-2= 0 109 2-5=(0)0 2-3=(-437)151 2-3=1-1431 334 TC LATERAL SUPPORT r-12'OC.SON. LL(25.0)421) 7.0)LOON TING OP CHORD= 92.0 PSF 3-4=(-83 39 BC LATERAL SUPPORT m 12'0C.UON. SC : 2-00-OD 2-00-00 DL ON BOTTOTAL TOM CHORD_ 10.0 PSF 0 POP BEARING MAX VERT MAX ROSS BRG REQUIRED BRG AREA LOCATIONS REACTIONS REACTIONS SIZE MIN. (SPE1CIES)) OVERHANGS: 18.0' 0.0' LL=25 PSF Ground Snow(Pp) 1'-10.0.9' -127/ 47(0 20/ 10OH 7.50' 0.11 OF OF(625) Connector plate des nators: LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL 6'- 1.5' 0/ 610 0/ OH 5.50' 0.10 OF(625 C,CN C18 CN18 or no prefixx)q=CoapuTrus,Inc REQUIREMENTS OF SBC 2012 AND INC 2012 NOT BEING YET, Y,M2OHS,r118HS,e16=prefixTek YT series ICORD 2:Des' h k d f r tf f 1'ft t BOTTOM CHORD CHECERD FOR 1OPSF LIVE LOAD.TOP )�4 rr p >.n 1 AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. VERTICAL DEFLECTION LIMITS:LL=L/240n TL=L/180 MAX LL DEFL=-0.011'@ -1'. 6.0' Allowed= 0.150' MAX TL CREEP DEFL=-0.015'@ -1'- 6.0' Allowed= 0.200' MAX TLMCREEP DEFL= 0.004'@ 1'- 5.4' Allowed= 0.093' 1-11-11 MAX BC PANEL 7L DEFL -0.0DEFL= 00'@ 00,: 0.0' Allowed= 0.197' T ( 9.6' Allowed= 0,364' 12 um HORIZ.LL DEFL=-0.004'@ 1'-10.9' YAX HORIZ.TL DEFL=-0.005'@ 1'-10.9' 10.00 Design conforms to wain windforce-resisting system and components and cladding criteria. Wind:140 mph,h=20.2ft,TCDL=4.2,BCDLAD.0 ASCE 7-10, -- (All Heights),Enclosed Cat.2,Exp.B, MWFRS(Dir), M-3x4 load duration factor=l.� �) Truss designed for wind loads (j in the plane of the truss only. N O po O Oco N 0111,* ea O O O/ 2►� 41$ --! M-4x4 \'`EO PRO/'Fs s 1-06 (PROVIDE FULL BEARING:Jts:2.4.5I 6-04-08 y `� 9211 PE e -411111". - OREGONfir b' w JOB NAME: TIMBERLAND LOT 8 TROY PARK - GJ1 fa i' 14. L \ . ` ERR i GA- WARNINGS: Scale: 0.6210 Truss: GJ1 1.Eseaand b .^mado..rondeaea.:eaaauGuam Nme, GENERAL" No7es.un�aetha�„aanoroe: 2.2Warnings oamwmn commences a component.Baa+rcPondmp„emee„n,,.,,,amar�r.ns,�„ma EXPIRES:12;3112015 ;4 compression web bracing must be Metalled when:shown.. building oAPpnt lath m eogn Pasmelaa0.1 0APmpa DES. BY: LA a AtldRnnol tenmmrV bnaunN roinerae ab6164'dadrw wutrarb-on 2.txegr wmaC.0.a�ere.uw re.ppnemmy mm.amhaa tleeeaammgl tls resWrwibddy come erecter.Additonal pemment z....M at ie o.eroP N4 vely�0marmlawedds b leiGho braced DATE: 10/31/2014 4.Hheoverall Mature epiprhero •m�olds Addigd "m a . un l p a"°ed"'p n0�pra�"r MOP bt' N �"�8 SEQ.: 6101871 """ j' s` aro component alit alNrae Moro and 4.I of :ire dernwndadseyooreahwrm.. J��§WASHr '-tj� TRANS ID: 411471 teywwieareeeamieteammrm6meenevu,arwwa. °'bo dAnanA the aap.ma,aeroaep. tleogn bads be applied to any om,penerk gnxMtlon a Design mums feerti slMes ereroma.ed nanm�orwveernbpnmera, 5.Coma=hes no eaAel over and mime no neponsibAy turtle m-man......A mA Al AMMO ahem.Shim or wedge 8 n r• v� '� IIIIIIIIIIIIIIIIIh 111 Nil B.fabrm,�shipment will be � a p on both eerier Om. °� .a xa«aapgwkaam �, l,�1 e, k USA 1CompuTrus Software 7-6.6(7L}E 10.iwWeleoennwderplatedeyge values see ESR-1311.ESR-1988 r I.. 5119$ W ` CA FG75TEx�� .�c IIIIIIIIIIII This design prepared from computer input by PACIFIC LUMBER: LARRY N LUMBER SPECIFICATIONS 14-06-00 HIP SETBACK 6-04-08 FROM ENO WALL TC: 204 OF Y186TR 14-06-0 GIHOER SUPPORTING 6-00-0D FROM 7-00-00 TO 14-06-00 IBC 2012 YAX MEMBER FORCES 4Wfl/GDF/C=1.00 BC: 208 OF SS LOAD DURATION INCREASE=1.15(Non-Rep) 1-2=(1642)362 1-1.1:g,11 =-222 1088 7-2= O) 159 5-10=(0)337 WEBS:204 OF STAND 2-3=(-1466)441 7-8=j-2241 1087 2-8='-168)158 LOADING 3-4=-1097 973 8-9=-242)1142 8-3= -50 277 TC LATERAL SUPPORT 0=12.00.DON. LL=25 PSF Ground Snow 4-5=I-15443 460 9-10=I-259I 1260 8.4=-116 76 BC LATERAL SUPPORT us 12'OC.SON. (Pg) 5-6=-1904)429 10-8=-258 1266 4-9=I-13I 431 TC UNIF LL 50.0+DL 14.0= 64.0 PLF 6'- 0.0'TO B'- 4.5'V ------ __ _ TC UNIF LL 104.7 AIL 29.3= 134.0 PLF 6'- 4.5'TO 8'- 1.5'Y 9-5=(-185)120 NOTE:204 BRACING AT 24'OC UON.FOR IC UNIT LL 50.0+DL 14.0= 64.0 PLF 8'- 1.5'TO 14'- 6.0'V BEARING MAX VERT MAX HORZ BRG REQUIRED BRG AREA ALL FLAT TOP CHORD AREAS NOT SHEATHED BC UNIF LL 0.0+OL� 41.9= 41.9 PLF 0'- 0.0'TO 14'- 6.0'V LOCATIONS REACTIONS REACTIONS SIZE SL.IN. (SPECIES) __ BC UNIF LL( 50.0+OL( 94.0)= 84.0 PLF 7'- 0.0'TO 14'- 6.0'V 0'- 0.0' -269/ 1948V -118/ 118H 5.50' 2.16 OF 625)TC CONC LL( 285.5)+DL 80.01= 3fi5.5 LBS @ 6'- 4.5' 14'- 6.0' -3441 1671V 0/ 0H 5.50' 2.67 OF(625) C,CN,C18,CN1Bt(orrno1prefixnetCowpuTrus,Inc TC CONC Ll( 285,5)+OL� 80.0)= 965.5 LBS @ e•- 1.5' Y,Y20HS,Y18HS,Y16=Yiiek MT series LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL REQUIREMENTS OF IBC 2012 AND INC 2012 NOT BEING NET. VERTICAL DEFLECTION LIMITS: LL=L/240,TL=L/180 LOAD.TOP MAX TL CCRREEEPP DEFL=-0.048'@ B' - 1.5' Allowed= 0.906' BOTTOM CHORD CHECAND BOTTOM CHORD LIVEFLOADSPACTLNON-CONCURRENTLY. 6-04-03 MAX HORIZ. LL DEFL= 0.007'@ 14'- 0.5' ,� 1-09-10 6-04-03 MAX HORIZ.TL DEFL= 0.012'@ 14'- 0.5' 9.02-07 T Design conforms to wain windforce-resisting ,� 3-01-12 1-09-10 3-01-12 3-02-07 system and components and cladding criteria. 965.50# 5965.50# I T 12 Wind: 140 mph, h=22ftTCDL4.2 BCD2=6.0,ASCE 7-10, 10.00 M-4x6 M-5x6 12 (All Heights),�nclosea Cat.z, Exp.B, IIWFAS(Oiry, '- Q 11.00 load Trussduration designedfforowind�loads in the plane of the truss only. ro=eS. IA-3x4 M-3x4 * lil Al 0 ui "4-4x4 11111111110 Y-5x6 Et ef:4 4.175x9 4-3x8 Y-3x4 4-15x3 ..6 c `�',N0.451 '3,' /0/!//t7T 4' y y y y y y 92#!FC r" 3-00-11 2-11-15 2-06-07 2-10-09 3-00.11 y 14-06 ), .. , - : 420..'. py OREGO:`a�� A,40 <1., .4 y 14. V. -"••-T- JOB NAME: TIMBERLAND LOT 8 TROY PARK - GH1 �'�FiTh�A Scale: 0.3460 WARNINGS: MENSRNLN 1.Wider and � erection Mould bead""4dofdGeneral Notes I.This d�n Nr shown Truss: GH1 mEXPIRES:1J3i,'20i5 and Wargs before comb/Mon commences. building component ApparppayMtl esign parameters and 2 h4 compressionweb bracing must be installed Mere shown 4. incorporation ofcomponen i the resWnub of raiybuddngdedp,er. DES. BY: LA a Addmonlenpomybmagmlns..eemsbd+dnacmwooBo, 2.Do4w.aowmeemetopandbaromawwm�e ;; 1,s,FRULL e ts the uasporeibiLly of the wedor.Additional permanent bracing of 2 of and at 10.0.e respectively°Nees braced thmugbot4 Mew tenth by DATE: 10/31/2014 4No load Mould be appriod to my comported Me lel ,aepmwih;sh,°fHe building designer. a n lmp°le°�ea uamgir or laterasuch id>044worequiednohexplywood shown.+ N f. �,�© il wASg� p-}y� SEQ.: 6101872 %stonemerecompleteardatnootime baa:ntti ds mall° .and 45:DInstallation assu 5usmearetobe id in•nom°°`cna®,.environment, `i�� c TRANS ID: 411471design loadabwapplied toany conponet. and are for dn'rondimfofrme. S.Gorman.has no control over and aswmea m responsibmyfor ge H necessary. °w'ug°(atloppod.aster..Slim or wedge H �// a This aapnleb,mwwa fabrimbon,handling, t to the i .m� 001 forth by and installation of a r amlinel 90000n both uate toe,.is Mee,and placed so their ceder W -. 2,� TPLWTCA,BCEI/mdse of whichmel be furnished wcnmquew ones coincide with joint seder gnus. 11111111111110111011111111111111111 MTek USA Ine/CowspuTrus Software 7.6.6(IL}E 10.Far Bhn,e rpkende she orht°e tlin inche. ets,whew gee 050-1311,100-1988{WINO "e S33aJ3 C 4 pA -07sr R4 .+cur .�`i`SICN AL-CL''' ' IIItINI�I This design prepared from computer input by LUMBER SPECIFICATIONS PACIFIC LUMBER: LARRY M TC: 254 DF SPECIE/CATIONS TRUSS SPAN 6•- 4.5' BC: 2x4 DF N13BTR LOAD DURATION INCREASE<1.15 IBC 2012 MAX MEMBER FORCES 4W2•GDF/Cq=1.00 WEBS:2z4 OF STAND SPACED 24.0'O.C. 1-2=( 01 109 2-5=(0)0 2-3=(-429)BO TC LATERAL SUPPORT<=12'OC.UDN. LOADING 2-3=-134 339 BC LATERAL SUPPORT r_12.0C.EON. LL(25.0)001( 7.0)ON TOP CHORD= 32.0 PSF 3-4= 95 86 BC LAT: 2-W-00 2- DI ON BOTTOM CHORD= 10.0 PSF 00-DO TOTAL LOAD= 42.0 PSF OCATIOG MAX VERT MAX HOBO BIG REQUIRED BRG AREA LOCATIONS REACTIONS REACTIONS SIZE SO.IN. /SPECIES OVERHANGS: 78.0' 0.0' LL=25 PSF Ground Snow(Pg) 0'- 0.0' -36/ 439V -50/ 158H 5.50' 0.70 IF 625 Connector late prefix deli nators: LIMITED STORAGE GOES EDT APPLY DUE TO THE SPATIAL 3'-10.8' -743/ 737V 0/ OH 1.50' 0.22 OF 625 pp g 6'- 4.5' 0/ 61V 0/ OH 5.50' 0.10 OF(625 Conn Connector CN18(or onof prefix)=CompuTrus, Inc REQUIREMENTS OF IBC 2012 AND Inc 2012 NOT BEING YET. Y,Y2bHS,L18NS,Y16=Mank tlT series BOTTOM CHORD CHECKED FOR 1DPSF LIVE LOAD.TOP 10017D 2• s'0 h d f t!s o f1 nl ft t?4 1 oar_na ANO BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. VERTICAL DEFLECTION LIMITS:LL{/240,TL=L/180 MAX LL DEFL=-0.011'@ -1'- 6.0' Allowed= 0.150' 3-11-11 MAX TI.CREEP DEFL=-0.015•@ -1'- 6.0' Allowed= 0.200' MAX LL DEFL= 0.038'@ 1'- 5.4• Allowed= 0.170' MAX n.MAX LL CREEP DEFL= 0.000.0 0'. 5. 4' Allowed= 0.226' 0.0• Allowed= 0.097' 12 MAX TL CREEP DEFL= 0.000'@ 0'- 0.0' Allowed= 0.130• HMAAXX HORIZ.LL DEFL 9'-10.9•10.007 �/ Design conforms to wain windforce-resisting system and components and cladding criteria. Wind:140 mph,h=21ft TCDL=4.2 BCOL=6.0 ASCE 7-10, /All Heights),inclosed )at.2,Exp.B, YWFRS(Dir), Tload duration ffor wind loads 11-3x44 in theplaneeofthe truss only. o ee 2 M-4x4 ��a PR©F:S �5 NGgrJEq Sj 1' 1 'c� %;G�7�r(l C3w 1-06 (PROVIDE FULL BEARING:Jts:2.4.51 6-04-08 y �' ?�� Pz - y OREGON 5� l yY4' JOB NAME: TIMBERLAND LOT 8 TROY PARK - GJ2 a. �� wnRtaNGs Scale:0.5709 t. HBGraM eracu'mcorRacterMeUd be whited ala)General Notes Gamee NOTES.ordeoothenae noted: Truss: GJ2 mMWamroebeb,econsyyotionoomnp,coe, ingcorbawd/941/.wtAOH,0onu,opmoAne„a.9, ,,,,dm,,,anunmuw EXPIRES:12/31,2015 z 24compression web bracing mutt be installed whew ahem.. building W4994494,4Applbbuy orteeign Prameb4snt DES. BY: rw.ao,wbWyordre ppmmppeerr LA a AdditloM tem,wmy bracing to Memel/MAW dialog construction In DBroI,aBWmee� wMe bud�pdes7grwr. DATE: k the responsibility ofMeereplor Atdebnat r mat7ao4 etchenommnod sheetNn.mnauyo,d .RRIC, 10/31/2014 the o..rae.o-„a,aerNw,e.po uWh,aawb�adaa`Ir®ot m,ansl�rape� ymloaSnKodlwm, q ,yg L SED.: 6101874 a Nowd4hm,lanea mate roa.4rad/ a Instamlp.'at taro«kdmesp ,wadad'^""'0whe49 499 4 A Ppr am7 comported and 1.IrmtelNt noftrrs le the raeponsibdKy 000w raspectivecomaaor. TRANS ID: e. 5 kMewra.ra cw pate mwrno me atwWt oras oat4g�te torn s a nd are4.n .coneglicercar be ueedna na9mnow4emwm4.4 �wd4 waSlf41", ^ A" 411471 aesgn wt.be WOW eo.ymmp«wn, 1 1 fabrication,handling,aliment and C«Mdrnw lwsco c«bdouermda4surw4 no H.Dee9n eounesrwbeanng.t adsu0Purte Moran.Shim or wedge N f. ; � a eel fadh by ;31V:WA be le:eted on bodrlf 111111111111111111111111111111 M ek U-A,SCSI, copies of which Software 01 famished of components. install/him ished> wq,, 10. Wt c center ter Ines. ESR-1311,aMooed am their , r SR-19B8(Rfi7ep 6.The design is fumished subject to the y Z r desi g Dgitsindicateeke rplate.Inches. . OFA 4"csrE$� �N��NIIlI This design prepared from computer input by LUNGER SPECIFICATIONS PACIFIC LUMBER: LARRY M TC: 2X4 OF W188TR TRUSS SPAN 5'-11.7' BC: 2z4 OF W18619 LOAD TRUSS ON INCREASE=1.15 IBC 2012 MAX MEMBER FORCES 4WR/GOF/Cy=1.00 WEBS:2x4 OF STAND 19 SPACED 24.0.O.C. 1-2=1 0) 109 2-5=(-47)58 2-9=(-415)262 TC LATERAL SUPPORT<=12'OC.UON. 2-3=(-156)962 3-5=(-396)417 BC LATERAL SUPPORT m 12'OC.SON. LL(25.0)+DL( 7.0)LON TOP CHORD= 32.0 PSF 3-4=("100) 79 DL ON BOTTOM CHORD= 10.0 PSF OVERHANGS: 18.0' 0.0' TOTAL LOAD= 42.0 PSF BEARING MAX VERT MAX HORZ BRG REQUIRED BRG AREA LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES Connector plate prefix deli nators: LL=25 PSF Ground Snow(Pg) 0'- 0.0' -8/ 2862V080 -85/ 1608 5.50' 0.58 OF 625 Connector sla(or no prefix4=CawpuTrus, Inc 1'-10.9' -164/ 288V 0/ OH 5.50' 0.46 OF 1625) C,N20HS,YIBHS,Y16=MSTek Yf series LIMITED STORAGE DOES NOT APPLY DOE TO THE SPATIAL 5-11.7' '76/ 119V 0/ OH 1.50' g.i9 OF 62511111) REQUIREMENTS OF IBC 20)2 AND IRC 2012 NOT BEING YET, ABNOOTTO78CHOHDKE FOADOAT NN-OURTNTLYINCO ._2peVERTICAL DEFLECTION LIMITS: IMITS: I tt t 94_c an rxcn LL=L/240,TL=L/180 5.11-11 MAX LL DEFL=-0.011'@ -1'- 6.0' Allowed= 0.150'MAX TL CREEP DEFL=-0.015'@ -1'- 6.0' Allowed= 0.200' itAX f MAX TC C PANEL TL LL DEFL= 0.006'@ j'_ 0.3' Allowed= 0.210' 0.3' Allowed= 0.210' MAX HORIZ. LL DEFL=-0.003'@ 5'-10.9' HORIZ.TL DEFL=-0.004'@ 5'-10.9' 10.00 12 Designtandfcoeponents3and cladding criteria. Wind: 140 mph h=21.8ft,TCOL=4.2 SCOL=6.0 ASCE 7-10 (All Heights),Enclosed,Cat.2,Exp.8, YWFRS(Dir), load duration factor-1.6 Truss designed for wind loads in the plane of the truss only. en A M-3x4 c ro Nr o 2w�5 M-4x4 M-1.5x3 J. w ' l01,1/l °� b l y cc '92inPE { 1-06 2-00 3-11-11 (PIO F B ERI It 61 " ROV G OREGON (V�. JOB NAME: TIMBERLAND LOT 8 TROY PARK - SJ3 ' 14, 2®' +� WARNINGS; Scale:0.4798 Truss: SJ3 1';;d,,,yfand e1�0nmmarmrshould be advised aWlC General Nates 1GENERAL NOIw5,unless emeMse Med: Mngs bet..awebacdancammwrroc. d!ridding ign is tomPoasd arty ryondepayMwsshown end kfvmiitlwidvci EXPIRES:12/31,2015 DES. BY: LA a�Aadmorel temporary matwa.mnaa wiy„bawn.. I aoano "mmpoalaree-rime nof ano wy of designer. Is the n#wto knuembDdy during construction 2 Oesgnaswrna.de fapend 6wmm ch.*b o1 b dwa'grer. DATE: 10/31/2014 dthefesd.aiblaeku�a Hdiiatl„`ar baring of ..F'a,•atloa.cnaaed'*,„ acb�aadNaauan"rk mM ERIUL DSEQ.:ATE: 0/31 201 A Nawdwawbeapptedmanr nbideft 5 a amgaa wda�a rrai a^Y00d111w e(eC)worm olor ). cormorant until Wheal]bracing and 4.Installation*?brine to be wtog 4aem rwe2ahswn+. ��~44 OY W.ASttl��-f.n TRANS ID: 411471 dwAnn.are OM at,dmesMeea ylawagreab'Hran 5. 6sedina on-code"°m'"°' applied w awry oontmr,anL r�tppo�usetl gra noncortpaire 5.Compann s has control over and nounaemallation of rgpgyayaY for 6 D'ignn".""� 'reyye4 enrid"K P yi_ r ela,p«la enawr.sNmgrwaagerc 9 G IIIIIIIIIIIINIIII�dIINIIiINIII��iN� M E `�° .o JO �� Inc./Compares Software 7.6.6(1L).E 15.Forbasemmeciorplee dwwwn raweae,e ESR- *$ 1311.ESR-19561Asrelq .. `�+ �)3Qg � ORF,tsrER 1``'� £°,L1 �II111111 This design prepared from computer input by PACIFIC LUMBER: LARRY M LUMBER SPECIFICATIONS TC: 2x4 Df FICATR TRUSS SPAN 6'- 4.5' IBC 111-1.11 MEMBER FORCES 4WR/GDF/Cy=1.00 BC: 2x4 OF @t&BTR LEAD DURATION INCREASE=1,15 109 2-6=(0)0 2-3=(-447)150 WEBS:2x4 DF STAND SPACED 24.0'O,C. j)328 TC LATERAL SUPPORT c=12.0C.UDR. LOADING224)139 BC LATERAL SUPPORT 0 12'OC.UON. LL(25.0)+DL( 7.0)ON TOP CHORD= 32,0 PSF 4-5=1 -57 0 DL ON BOTTOM CHORD= 10.0 POP LETINS: 2-00-00 2-00-00 TOTAL LOAD= 42.0 PSF BEARING MAX PERT MAX HORZ BAG REQUIRED BAG AREA LOCATIONS REACTIONS REACTIONS SIZE SD.IN. (SPECIES • LL=25 PSF Ground Snow(Pp) 1 OVERHANGS: 18.0' g,4' 0'- 0.0' -36/ 4840 -81/ 253H 5.50' 0.77 SF625) BOTTOM CHORD CHECKED FOR A 20 PSF LIMITED STORAGE 6'- 1.7' 0/ 135V 0/ OH 5.50' 0.22 DF 625) Connector plate prefix designators: LIVE LOAD AT LOCATION(S)SPECIFIED BY IBC 2012. 6'- 4.5' -197/ 2510 0/ OH 1.50' 0.32 OF 825) C,CN C18 CN18/or no prefix)-COWpuTrus, Inc THE BOTTOM CHORD DEAD LOAD IS A MINIMUM OF 10 PSF. 11,Y20HS,818HS,Y16=Bird YT series 7-01-15 T VERTICAL DEFLECTION LIMITS:LL=1/240,TL=L/180 5 f- MAX LL DEFL=-0.011'0 -1'- 6.0' Allowed= 0.150' y MAX IL CREEP DEFL=-0.015'@ -1'- 6.0' Allowed= 0.200' MAX LL DEFL= 0.184'@ 1'- 5.4' Allowed= 0.273' MAX T1.CREEP DEFL=-0.179'@ 1'- 5.4' Allowed. 0.364' VAX LL DEFL=-0.001'@ 7'- 1.9' Allowed= 0.079' MAX TL CREEP DEFL=-0.001'@ 7'- 1.9' Allowed= 0.105' i( MAX HORIZ.LL DEFL=-0.136'@ 6'- 3.8' 12 ) MAX HORIZ.TL DEFL=-0.129'@ 6'- 3.8' 10.00 2 Design conforms to win windforce-resisting system and components and cladding criteria. - Wind: 140 mph h=22.3ft,TCDL=4.2 BCOL�.O ASCE 7-10, (All Heights),Enclosed Cat.2, Exp.B, MWFRS(Dir), load duration factor1.� Truss designed for wind loads o in the plane of the truss only. o g. . 0 - o m n II-5x6 ,-- 2 o i o se 2►=� y M-4x4 6►�' r>t5''E� °F6'6,s0 1 l 4t- =920RPE �r 1 ), 1.06 6-04-08 ',, 0-09-07 44 ' 1pRDVTnF FAIL R ARTNh tha.LA� y�'J• t -7L., OREGON Ltf 'o -1y 14, 2°\ -1- JOB NAME: TIMBERLAND LOT 8 TROY PARK - GJ4 ' Rrt � � Scale: 0.4418 WARNINGS: GENORALNOTES.Wmodw,xiaenoped: _ 1.Bene,.menSommftraem 5w-55baem:ma.oGeowSNSe* 1.T>«.d..gnafi�4orouwnneowo,n�w.rown,nalara°nIndMdcS EXPIRES:12/3112015 Truss: GJ4 z aacompression mo""mmnowowk,.. audr000n4onwenpp4eaxrorde�nwn ree.wea 3.Sot el bracing neat be installed Male shown.. Irmrpwadon ofcampoeert bee responsibility of de building darer' DES. BY: LA temporary bracing to ieewe.la5my during m:um:1kn 2.0eegnaawmesmebpam botlwnohwd.le b.wetly brood at ' u�a kris mePoreMMy M6la eexbr.AmMorW Pemened bracing of za.aemet10'oam.pectiey me=bracmbnmphmoydO length by g.�1 DATE: 10/31/2014 deewullstrudwe b fheregwePomy of de bonding 3.continuous wenrplvawm lined d,y.,dNd BCy X10 Ov _ .t. �fy, SEQ.• 6101876 A No Reed steud beapplob anyooncore5ooOorages"` 5l impact bridging 4SMal bracingrswip to,e rnem"P"w++ toeleow.ale onp lied toa any o no component. n beds s o wo, sw-lo bbee w-ed th swx501.;,.,a. O ``I4 ��. �p TRANS ID: 411471 aeon ldaaabe apgedmaymmpwem, am.e ofrayoemtwr of use 5.fabricCompaation,handling,ehi,mwd end imbllebon ofhors no control over and names no l Bents.ity A ry 6A beanri atallauppwh.Mein ShbnorxadgeN r(,'Fr }aa e.The tleepnerwnwnm.ublstbde bagatelle eel ,b q y be 'd dmkugek rovxbd. ,,API t/ ��(/ x ,�,. IflIIIIIIIIIIII11IIIiIIIIIIhIIIIIIIII TP0WTCAin9CSI.mpisolo 6Msbe(xneleduPonwee lines minces ""°rbeme,amq.oeaeeWer.ete MiTek USA,inc./Compares Software 7-8.0)1L}E 10. aeemr'Pme i'°tl""- B9epATep ,p 51348 Pleb design values see ESR-1311,ESR-1 ✓• �*CtSTE-K�C3 1, C {SiONaLC7'4 1 IIIIIIIIIIIll This design prepared from computer input by PACIFIC LUMBER: LARRY M LUMBER SPECIFICATIONS TRUSS SPAN 6'- 4.5' IC: 2x4 DF @1&BTA IBC 2012 SAX NEMER FORCES 42-3G)-4C)1138 LOAD DURATION INCREASE'(1 C 1.15 BC: 2x4 DF S1&BT11 SPACED 24.0'O.C. 1-2=( 0)109 2-5=(0)0 2-3=I-4 )138 2-3=(-118)329 WEBS:2x4 DF STAND 9-4=(-761)130 LOADING IC LATERAL SUPPORT<=12'0C.SON. LL(25.0)+DL( 7.0)ON TOP CHORD= 32.0 PSE BC LATERAL SUPPORT r_12.0C.SON. DL ON BOTTOM CHORD= 10.0 PSF BEARING SAX VERT VAX HORS BRM REQUIRED BOG AREA TOTAL LOAD= 42.0 POE LOCATIONS REACTIONS REACTIONS SIZE IN. (SPECIES LETINS: 2-00-00 2-00-00 0SL.'- 0.0' -30/ 480V -72/ 21011 5.50' 0.77 F(625 LL=25 POE Ground Snow(P9) 5'-10.9' -135/ 191V 0/ OH 1.50' 0.30 OF((625 OVERHANGS: 18.0' 0.0' 0/ NOV 0/ OH 5.50' 0.10 OF 625 Connector plate prefix desi nators: LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL C,CN C18 C 18((or no prefix =CompuTrus, Inc RE0UIREVENTS OF IBC 2012 AND INC 2012 NOT BEING BET. N,Y2bHS,1118HS, V16=ViTek series BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD.TOP VERTICAL DEFLECTION LIMITS: LL=L/240,TL=L/180 AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. SAX LL DEFL=-0.011'@ -1'- 6.0' Allowed= 0.150' VAX TL CREEP DEA.=-0.015'@ -I'- 6.0' Allowed= 0.200' 5-11-11 1VAX LL DEF_= 0.155'@ 1'- 5.4' Allowed= 0.270' 1 VAX TL CREEP DEFL=-0.146'@ 1'- 5.4' Allowed= 0.359' AX HORIZ.U.DEFL=-0.114'@ 5'-10.9' VAX HORIZ.TL DEFL=-0.108'@ 5'-10.9' Design conforms to wain windfarce-resisting system and components and cladding criteria. 12 10.00 2 Wind:140 mph,h=21.Bft,TCOL=4.2,BCOL=8.0 ASCE 7-10, lAll Heights),Enclosed,Cat.2, Exp. , YWFRS(Dir), oad duration factor-1.6 Truss designed for wind loads in the plane of the truss only. N M-3x4 ci !� 2.0-.E. 0E33345 11-4x4 �D PRO,r,E f p L,IP�F fC3 /Ci 7//l 1 l 2• PE 1-066Air-04-08 !PROVIDE F e ARINQ;is -7, r OREGON `b 9 14, o p. jr JOB NAME: TIMBERLAND LOT 8 TROY PARK - GJ3 Scale:0.4738 WARNINGS: GENERAL NOTES,unless mmwleanoted: EXPIRES_12!31-'2015 1.Budder and erection wbaotor should beadv®ed of as Renin Notes 1.Tots designer based only upon the parameters shown and is form individual Truss: GJ3 and Warnings before dngsbefobuctioncppwnce. bakdcomponent Ala Ide.mnparameter*and proper a 2r4 compression nab bracing must be installed where sowel.. tlmpnabon ofoampowe la the nwponsiemy endo building d DES. BY: LA 3.Ammdrwl enwamy Pacing toimamrabmtr dungwrwawidn z°z°Go.'U"„dat 17 AA a the toeapectively union p tracedb'm�`mehbraced at o maw wgnenf by �"7:_:16:411 ,�RRIL[.Rig, is the moon/Apgar Orme erector.AM aroi permanent bremgm continuous sheathing wdruplywood rreaU,xg(rc)and/or aymw(Bc). Jti4 _ WAS `t' DATE: 10/31/2014 Bwo.mmea6um.mromerespm.mn6yarawmwdigdesgner. 3.aImpact taidvagarmeermyaargrep;dmdwhere she n=n 4.No dad should be opted to anywneonera ural antras bracing and 4.irwmiamn of bum me ra.pwabddy of me respective contractor. , SEQ.: 6101877 faamesamwmpi.aeand dwr should any eadsgreeter don 5.Daagnaaawwsbusses retoben.mmawr.w°mb.nwAaawrx w ` �j� design loads he socked to any and are f°r'dywyation`of use. TRANS ID: 411'HI 5.Cwp°Tnwh..womaoverand wneev�boAmr«me may,��reata.upwoc.d sdmoowedwH �/ fabrication,handling,shipyard and Installation ofwmpmw*o 7.oeagnaasunws aaeRwed k mvidM. {� ... IINIIII�IIIIIII�IIIIIIIIIINNIIp iii a Tiedesgne,m e.tbhect awnr REwd Ruby a .�be�°°both lees°f w.,and placed wmwbPw.er TPIA CA in SCSI,copes of which kvti be finished upon repel. fines meirradb wCrjootM cerxerf e.Dielsanioe alae of pole Ad ,p4,,MiTek USA,Ina7CmmpuTfus Software 7.6.6(1L}E 10.For basewmwotnrplate design vales see ESR-1311,EBR-1868(MrTek) RF Si348�`� , STS E SSI)NALE-AL` II • III111This design prepared from computer input by LUMBER SPECIFICATIONS PACIFIC LUMBER: LARRY M TC: 204 OF SPECIFICATIONS TRUSS SPAN 12'. 0.0' BC: 204 OF MIR LOAD DURATION INCREASE-7.15 IBC 2072 Y10 NEMER FORCES 4WR(O0F/Cq=1.00 WEBS:204 OF STAND SPACED 24.0'O.C. 1-2=� 0 109 2-7=�-17)262 2-3=(-804)226 TC LATERAL SUPPORT<=12'0C.UON. 2-3=(-128 345 7-6=(-17)261 7-4= D 272 BC LATERAL SUPPORT o=12'0C.UON. LOADING 3-4=(-429 118 5-6=(-484 70 LL(25.0)4DL( 7.0)ON TOP CHORD= 32.0 PSF 4-5=-429 127 LET/NS: 2.00.00 2-00-00DL ON BOTTOM CHORD= 10.0 PSF 5-6= -40) 56 TOTAL LOAD= 42.0 POE OVERHANGS: 18.0' 0.0' LL=25 PRE Ground Snow(Pg) BEARING MAX VERT MAX HORZ BRG REQUIRED BAG AREA LOCATIONS REACTIONS 840 AEACTIONB SIZE SD.IN, (SPECIES 0.For hanger specs. -See approved plans LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL 0'• 0.0' -128/ 694V -127/ 139H 5.50' 1.11 OF( Connector plate prefix designators: REQUIREMENTS OF IBC 2012 AND INC 2012 NOT BEING NET. 12'- 0.0• -60/ 5045 0/ OH 5,50' 0.81 OF 11 825 C,CN C18 CN18 no prefix)=CaapuTrus, Inc 001106 CHORD CHECKED FOR IOPSF LIVE LOAD.TOP M,M20H5,11118H8,(or16=YiTek NT series AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. ICDNO 2'0°`o h k d ntr c f�i 1 ft t 7e r spg gg�� VERTICAL DEFLECTION LIMITS:LL-4/240,TL=L/180 6-00 MAX LI DEFL=-0.011'@ -1'- 6.0' Allowed= 0.150' 1 I 16-00 MAX TL CREEP DEFL=-0.015'@ -1'- 6.0' Allowed= 0.200' VAX TLMCPEEP DEFL= 0.129'@ 10'-6 .6' Allowed= 0.739' 1-07-10 4-04-06 4-04-06 12 1 1-07-10 1 MAX HORIZ.LL DEFL= 0.002'N I1'- 6.5' 10.00 IIM-4X4 12 MAX HORIZ.TL DEFL= 0.004'@ 11'- 6.5' f- N4 0. 10.00 Design conforms to wain windforce-resisting 4, system and consonants and cladding criteria. �\ Wind: 140 mph,h=21.8ft,TCDL=4.2,8COL=6.0,ASCE 7-10, IAll Heights),Enclosed Cat.2,Exp.B, MWFRS(Dir), Trus duration fforowiin�I Truss designed for wind sConl in the plane of the truss only. 0 0 A-3x4M-3x4o0o �(civilo5x3 =M-4x4 .... RSO PROien a2.I'PE 1-06 y 12-00 ' 174 if OREGON LUQ JOB NAME: TIMBERLAND LOT 8 TROY PARK F2 /.0 'II" 14 N� WARNINGS: Scale: 0.3761 ' Truss: F2 1. NING and e echo^oo barb should beadviedmwGeneral Na.c GE NOTES,udpssemay.a.nomtl: end Warnings before enr s Ion _ egcomesign pw.t Anr w�mo dosis .meter 5,d piaper c l EXPIRES:t2 X1!2075 2214 ca„mxeaeha web batting next be hwbaed where shown.. bolding wo snsf ApParabaay ofdaaign W^maleand dp,der. DES. BY: LA sAVwon,Ite,rowMyaae;,,aro:.wemaeydmre .ammo 2. nassumes andnerd bbottothe m nt radyWooeds eG DATE: 10/31/2014 meresw,.teMrorb'ewen°'.^,1eme,,,lwre+anweb,a of 2 ndatloo.o.memo..unless Wooed do by NI .en I.jo43.rethenes 56.......... ....• SED.: 6101878 4.NosadehoudDo wammay wnwreIgeft.ng°ad`°�" s a,bop,abdaalroorteerN branepleequaee"°wr,p Ies,,,;m�aect.• qP�4 k sk�y�h� 6 oloadsareld be apeaMrtro cgineomponent siwap b„owy and 4.Oeo4n Installation ethos k6reresponobaiy of the respective mr4ador. TRANS ID: 411471 design loads be appliedtoanycompone,n a"uea0N1e"°" s.andar v'dw,mweee-o ase.a.ea:ens.4re.wemre we 5.ColmaTnahos no control over and name.tw a and anebr•dry ull'..of use. ,, , rapmons.bribe Design eqw oawbomga,,tO Emma/ed. w dad. shin,orwWgerctabticatiort handling.shipment • /•4 I' N''II'�fI'��MI VIII u�1�� 6.TNstlp'p„ s m�da b ns e&f , 7 "eavne.aa�uha 8.Pintas WIWI be bored on ,Heeso sa ed. 6^ / ;u... ;� III��IIIMI VIII tlI��M111I11I III111111I� Mi7T min�c/CompuTrusSoMach 8ware 7.6.6(11)-E request alines mr,dFor bask mdnewith joint nector plate tlesign w,c�sx ERR-1N-,gaea ll1 :.. -� .. a indicate she or plata Inches. 311, .-.. .e 51398 {7 rJn� GxsT �2 •• sS"(NAL',' ------- . .' ''7 '.nl'MlllIMllll°lMMllMMMI.l.MI..M.l..l....Il.11llll.1M...IM.I.1lllIll VIIIII This design prepared from computer input by PACIFIC LUMBER: LARRY M LUMBER SPECIFICATIONS 15-04-00 GIRDER SUPPORTING 17-02-0D FROM 0-00-00 TO 8-04-00 TC: 204 DF @168TH LOAD DURATION INCREASE=1.75 Non-Pep) 1 INC 271-26= 72 YAX EMBER FORCES 336IGDF/Cq=7.00 BC: 206 DF SS ( 2-1-3962 709 t-fi=-459'2317 1-2=-9362 709 4-8= 94 792 WEBS:2x4 DF STAND; LOADING 2-3=�-2334)568 6-7=�-4561 2300 6-2=1-216 1194 4-5=/-2985;620 2x4 OF STAND;i A 9-4=(-2335 569 7-8=1-393 2043 2-7=( 600 252 TC UNIF LL ) U.=25)SF Ground Snow(Pg) 4-5=(-2985 820 8-5=395 2053 7-3=(-655 2681 TC LATERAL SUPPORT<=12'OC.VON. ( 50.0 FDL 14.01= 64.0 PLF U 0.0'TO 15'- 4.0'V 7-4= 442 168 BC LATERAL SUPPORT 4=12'0C.UON. BC UNIF LL( 189.6))+DL 140.91= 338.5 PLF 0'- 0.0'TO 8'- 4.0'V BC SNIP LL0.01+Dl. 20.01= 20.0 PLF 8'- 4.0'TO 15'- 4.0'V BEARING MAX VERT MAX HORS BRD REQUIRED BRG AREA Single member as shown. AODL:BC CONC 11001=1964.0 LBS @ 9'- 4.0' LOCATIONS REACTIONS REACTIONS SIZE SO.IN. (SPECIES Sinea attached to the bottom chord0'- 0.0' -674/ 31371/ -150/ 150H 5.50' 5.02 OF 625 15'- 4.0' -447/ 21695 0/ OH 5.50' 3.47 DF 625 will have 1.5'wax.nail penetration. LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIALI Connector plate des'Delors: REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. Connecto CN18(or no prefixdesimz01=ors: us, Inc RISMI 2•D 010 h k d for n tl pof)cp1'ft at 24'e gpVacinn) M,M20HS,�118HS,M16=MiTek YT series BOTTOM CHORD CHECKED FOR 1OPSF LIVE LOAD.TOP VERTICAL DEFLECTION LIMITS:LL=L/240,TL=L/780 AND BOTTOM CHORD LIME LOADS ACT NON-CONCURRENTLY. MAX LL DEFL= 0.032'@ 7'- 8.0' Allowed= 0.721' 7-08 11AX TL CREEP DEFL=-0.106'@ 7'- 8.0' Allowed= 0.961' 7-08 T T MAX HORIS.LL DEFL=-0.011•@ 14'-10.5' 3-11-04 3-08-12 3-08-12 YA%HORIZ.TL DEFL= 0.024'@ 1a'-1o.s• 3-11-04 12 -1 Design conforms to wain windforce-resisting M-4X6 12 system and components and cladding criteria. 10.00 10.00 Wind:140 mph, h=22.5ft,TCOL=4.2,9101=6.0 ASCE 7-10, 3 sad duration,fector=1d�Cat.2, Ezp.�, YWFRS(Dir), iD� Truss designed for wind loads in the plane of the truss only. 11-4x10 8-3x10 o M-1.5x3 Y-1.5x3 o p-� p� Cam x ��I o /- 0 7I® toII� ® x 6 7 g '-'5 �F� i iNI F � M-8x10 M-3x8 M-7x8 M-1.5x4 M-5x10 N''' 'q..7,'-G(,,E �i c, 01J,1 y b 1 4,1364# l l ?92 OP 3-11-04 3-08-12 3-08-12 9-11-04 41100111P 141011w- la Q- 15-04 -7 OREGON Ltd <9 '4 fr 14. 2.° jr JOB NAME: TIMBERLAND LOT 8 TROY PARK - D2-GIRD �«i � k Scale:0.3259 WARNINGS GENERAL NOTES,udessoeerwtse lotect 1.&rederand erection ro,c,mrero,m w advised m,l General Notes 1.This design Qewea,M.,Q,a me parameter.;shown aiva b bran mdn,Ia..I EXPERES 16131'2015 Truss: D2-GIRD andMullrberm .m e.bconstruction commences. budding mrmane,tApplicability ofda.Iaof omobuaam A 2,4 compression web bracing must be b.aged when shown 4. YicoNarabonotnomporo,tbms n sponw0N4 otthe budmr. os DES. By: LA A AddN°'m`rroa.rbwarom6wambaaya.bgem.eamwn 2.�ronassume.u,etopandboNomewdambe4ew,nya X91,0'3°4 4 ktls reparrbdmr artne..000r.Ad116orW permanent Wooing of and at 10 esu.nabe�eehcontinuous sheathing such as P unless aaeetl DATE: 10/31/2014 mea00,444bv.w.Hthe re.PonsNOyof1nonubdhwde.rm.r. a a.Irmaeaweihparbeem i11sdwhew,A.a Souk q. 1 ��wgSt� `1-g-,� 4.No 4404040 be0PPt.4 b any=N/nerd uda alter.0 bracig end 4.bsbeabon of bun ine req.red wt.resam«« SEQ.: 6101879 are to m°lxya nussacfive tetn..are cempbte and at o lime Mould ary loads greater than 5.Design anumea trusses are b be used n non4b e contractor. 4. NG' TRANS ID: 411471 detlgnbadsbeaon000wa,yong.r.d, and..a'myaanam.ro/an. or 4r ;/ x '' 5.CompuTnu ha o ecrNd over end assures no,gponbiby tar the S,.oegry a .1"3134o43 3,13111.Sam or wedge w OZ 11111'/I1 'NI'NY�� 1111 �'YI Ili a TTIVARCA Ns deign tae ed to 6.4Natlw.se,shipment and installation of t by N 0,3--"--"''' s bebr4adon both:o5O J;7.,=I paced o their center f /� #'xi NNIISIillII,N11111VIIITUIIa11 WT Usk SAFIn�GS/Co,rlpNT 3nftwele768(1 Eupon� O.Fouest tines coincide with joint center tine.. of ci baMonte ck ae,me o of plate in pabde",oh..,gn aweeESR-1911.ESR-19SBlANTeid 4. 395 1 � Ss, ''ONAi£'�� r IUIIIIIIIIII This design prepared from computer input by PACIFIC LUMBER: LARRY M LUMBER SPECIFICATIONS TC: 204 DF Y1fr 8BTI1 TRUSS SPAN 15'- 4.0' Inc 2012 MAX MEMBER FORCES 4OR/GDF/C=1.00 BC: 204 DF Y100TH LOAD DURATION INCREASE=1.15 1-2= 0 1X9 2-7=((-22))446 2-3=-962 231 WEBS:2x4 OF STAND SPACED 24.0'O.C. 2-3=1-118 342 7-6=(-22)445 7-4=� 0 412 TC LATERAL SUPPORT r-12'OC.UON. LOADING 9-4=-662 142 5-6=(-739I 88 BC LATERAL SUPPORT 0=12'0C.UON. LL(25.0)+DL( 7.0)ON TOP CHORE= 32.0 P50 4-5=-858 150 DL ON BOTTOM CHORD= 10.0 PSF 5-6= -50 68 LETINS: 2-00-00 2-00-00 TOTAL LOAD= 42.0 PSF OVERHANGS: 18.0' 0.0' LL=25 PSF Ground Snow(Pg) BEADING VAX VERT VAX HORS 800 REQUIRED OHS AREA LOCATIONS REACTIONS REACTIONS SIZE S..IN. (SPECIES) '•For hanger specs. -See approved plans BO'- 0.0' -146/ 82DV -161/ 173N 5.50' 1.33 OF(625 BOTTOM CHORD CHECKED FORA 20 PSF LIMITED STORAGE LIVE LOAD AT LOCATION(S)SPECIFIED BY IBC 2012. 15'- 4.0' -77/ 662V 0/ DH 5.50' 1.06 DF(825 Connector plate prefix des�'pnators: THE BOTTOM CHORD DEAD LOAD IS A YINItlUY OF 10 PSF. C,CN CIB CN18(or no prefix)= epuTrus,Inc IrOxn�•Do g k k d f t( p fi) 1'fr t 7a ne_soacS�o.I Y,Y2bN3,L18HS, i6=YiTek MT series 7-08 VERTICAL DEFLECTION LIMITS:LL=L/240,TL=L/180 T 7-08 mu TLMCREEP DEFL=-0.015'@ -1'- 6.0' AllodAllowed 0.200' 1-07-10 6-00-06 6-00-06 T max LL DEFL= 0.226'8 13'-10.6' Allowed= 0.721' T '( f1-07-10 VAX TL CREEP DEFL= 0.221'@ 13'-10.6' Allowed= 0.961' 12 T 10.00 II8-454 12 VAX HORIZ.TL DEFL= 0.008'@ 14'-10.5' N10.00 Design conforms to main ree-resisting system and components andd cladding criteria. E-- 4 RB Mind: 140 mph) h=22.5ft,TCDL=4.2,BCOL=6.0,ASCE 7-101 _ (All Heights),Enclosed Cat-2,Exp-B, MMFRS(Dir), load duration f Truss designed for wind for wind loads in the plane of the truss only. 0 0 0 m M-3x4 Y-3x4 Ot c 2' : o M-4x4 U-1.5x3 =11-4x4 cp d NE- 6,,s,,/.., 1, 1PROF 7-08 1-06 15-04 "is ft -7, A OREGON 1 <0 -1y T4, `F 2C' �' JOB NAME: TIMBERLAND LOT 8 TROY PARK - D1 \''' Scale: 0.3329 WARNINGS: Truss: Di 1.�derenderection`oro"mrshould bead`4KdorwGeneral Notes flied Aeled�°s�"`Aarn EXh1RES:12i3112D15 a Warnings before cornbuctlon mmmaeea asYwonthe Wrmate,s.m�a,.w rbthrigdrpesrngY�,tle�rvNUN 2. x6 compresAan web boxing ��m"��-HOw6w 5yoibr.05ann�,sutlP of a AddNani rewnM Inst be installed where shown�. Incorporation ofoompa.e the reWor.utiey olds.lA DES. BY: LA to bybwacwmh.ee.maaymw,Yron,bwdow z�• 'the mpand bonomchards tobemeeouybreced. ..: pmereepouslbaO af6.+xecfor.Additional Pemml.nt bracing o/ 7o.c and allGo.are.PerL'sNy mina paced 6noighout Net by DATE: 10/31/2014 meow;au.wu,o.mthe n:�owsmiMrofHocb4 rdesigner. 3, for h,am as np required US1ahowew.vor,,,mwvau1p /. I. �l%Asi A' SEG.: 6101880 4 Noload oholdbe'^p'e°many component.mialter anpacmaw a Inst.w6onorwsIsPie,espons;muyofthe respeoweoomaomr. Meme me complete ani at nownetl.uldany badsgrealer ben S.and oro trussesaw to be used Ina nonconmaIve emNw.ner4, 4j l ft' TRANS ID: 411471 d°°bn1oBdsbeappUed'oon'.omonem. ndoreror'dn�bn•ohne. Q/ �: c r S.fabricatioCompuTn.has handing,e�homed ambmn.6onoof cosomwrno i for u,a s ry ss gootebeerkG aausuwodc shapestles. snunorwmuen 0 (l� +u' ->''''';.._. , p�oy,dey II'' II'' ��II,,pp,Muryry1''�'�mm,,,,,,mpplItt 6 This desks a BCSI,copies RnWed skied to the Waggons set forth by 8. an be located on b Paces of buss,and placed so their tenter IIIIn VIII NIII III�IIIII uIII IuII„II I„1M7BTP USgInInGlrgmpuTnS Sollwere 7 L[Ostrich WA be rumbaed wco request. lines covvicle with Joint center hoes. 1U.Digits indicate size a/plate In mhos. For basic connector plate design values ace ESR-1311.EER-1989(lNfeq `��, p 51398, C;' s8 NAL�'�u 1111111 This design prepared from computer input by PACIFIC LUMBER: LARRY Y LUMBER SPECIFICATIONS 30-06-00 GIRDER SUPPORTING 15-05-08 FROM 26-06-00 TO 90-08-00 TC: 204 DF Y75BTI LOAD DURATION INCREASE=1.15(Non-Rep) 1- IBC 2012 Y-3 MEMBER FORCES FRA/GDF/C9=1.00 BC: 206 OF SS 2= 0) 1086 2-9= 360 2402 2-3=-9406 606 12-7=-4276) 1118 NESS:2x4 OF STAND; 2-3=(-3406 606 9-10=(-360 2400 9-3= 0 206 7-6 -1946)6118 2x6 DF N2 A LOADING 3-4=-3090 672 10-11= 298 2302 3-10= -234 174 7-8=�-8600)1874 LL=25 PSF Ground Snow(Pp) 4-5=-2804I 738 11.12= -574 3494 10-4= 64 310 TC LATERAL SUPPORT 12'OC.LION, TO UNIF LL( 50.0)+01`` 14.0= 64.0 PLF U- 0.0•TO 30'- 8.0'V BC LATERAL SUPPORT c BC UNIF LL( 0.0+D1( 20.0= 20.0 PLF 0'- 0.0'TO 25'- 6.0'V 5-7=-4710 732 12-13=-1250 6182 4-15= -518 244 12'OC.LION. BC UNIF LL( 168.2)+01( 134.4I= 302.6 PLF 25'- 6.0'TO 30'- 8.0'V 6-7=-4710)) 1074 13-8=-1284)6792 11-6= -876 3244 OVERHANGS: 18.0' 0.0' 7-8=•8600 1874 11-6=-2876 784 ADDL:BC CONC 11+01=5189.0 LBS @ 24'- 7.3' 6-12= -790)3490 •'For hanger specs. -See approved plans 0017011 CHORD CHECKED FOR A 20 PSF LIMITED STORAGE ONION REACTIONS VERT MAX TIOZ SIG REQUIRED SPG AREA) Connector plate prefix deli nators: LIVE LOAD AT LOCATION(S)SPECIFIED BY IBC 2012. LOCATIONS IEACTI670 REACTIONS SIZE MIN. SPECIES C,CN C18 CN18((or no prefix =CampuTrus, Inc THE BOTTOM CHORD SEAS LOAD IS A MINIMUM OF 70 PSF. 90'- 8.0' -1509/ 68480 990) 3 OH 5.50.10.96 OF(625 625) M,Y20HS,(118HS,Y16=Chub YT series Ji2 red. oin)toggethere2iplyswithes a3GG'f8.131 DIA GUN nails staggered at: ?'@4� nr Y��f ntf�p fJJUl ft at 24 n n r I VERTICAL DEFLECTION LIMITS:11=1/240,TL=L/180 9'oc in 1 raw(a)throughout 204 top chortle, 9'oc in 2 rows throughout 206 webs, chords, MAX TLCREEPDEFL=-0.004•@ -i'- 6.0' Allowed 0.150'0' 9'oc in 2 rowlsl throughout 206 webs, MAX LL DEFL= 0.060'@ 20'- 6.3' Allowed= 1.487' MAX TL CREEP DEFL=-0.271'0 20'• 6.3' Allowed= 1.983' MAX HORIZ.LL DEFL=-0.018'@ 30'- 2.5' 15-04 15-04 5-04-12 5-00-08 4-10-12 1' '( MAX HORIZ.TL DEFL= 0.043'@ 90'- 2.5' .( ,( 4-10-12 4-01-12 6-03-08 Design conforms to main d cladree-resisting 12 T system and components and cladding criteria. 12 10.00 11-4x6N 10.00 Wind: 140 mph,h=25.7ft,TCD1=4.2,BCDL=8.0 ASCE 7-10, F 4,g• (All Heights),Enclosed,Cat.2Exp. MWFRS(Dir(, 5 .1`0' load duration factor=l.6 Truss designed for wind l , , loads in the plane of the truss only. c > Y-3x4 M-5x 8(5) 0.25' 61-5016(S) Y-5x164 0.25' 4T J Y-1.5x9 Y-1.5x 3 , REG PROF �S co �GG�wc k� rra! 1I1 �9:1, 2` g _ li V -mo12 1- o !!921V-PF r-f Y-5x10 Y-1.5x3 1-3x4 4.25' Y-5x6 Y-4x8 Y-8x10 Y-7x8(S) 1183# ,r` !J 'y y y y y , L5.03 4-10-12 5-02-04 5-02-04 4-01 6-00-12 P OREGON 11,l b l .� X1-06 30-08 N � p� "j JOB NAME: TIMBERLAND LOT 8 TROY PARK - E-GIRDRPA ReScale: 0.1552 - WARMS: .... 1.iNUNdararslertc5on corlrtcmrehoum be advised olall General Wes 1.GERA ROTES.pdesswmemise Wert Truss: E-GIRD w4vamunobemremeswmw�aem.. nbrmraew+rmwnme aho".n:fo,n:amd� EXPIRES.12,31,`2015 2.2x4 compression vs*bowing msr be installed"Mere shown s. inowpo�on orepnWrwwbuilding mummer& 'ea me ,,n Parnrcw:building deeding, DES. BY: LA s AdtlMormi terrymrybm mmeue zre�eamwH wine br,'mMy cow siN ly during combucNon tlesipn.:17.b"WP aMbdmmwhwdem beMmNybrarem of is the respo smMy oldie erector.Addmrw permanent bracing of zo.cam n lv o.e'epegn,yy coma brewed Rue,tm,t Bestir by GRRILL 6 44, DATE: 10/31/2014 the owwlamuraeisdm orweNmwwmemmdm9deegrs., a2.tnlmolM�"mow rothsm ;79Te )own.1. yw l SEQ.' 6101881 a.No d.nnadba.aaedm.mcomponent.meow all broths emdnx"+ertarown.. �^.�w��wASA( 4-15, ' fastersrsart conpkle aM>lro mine should any made greater than 5.Installation of is rtgpnsmNly ofdsrapective contractor. TRANS ID: 411471 desgnloadsbeeppNmmanwwempane,d. „"e' :m bewmmm wke oasemmaonnwx, 6 g o� g 5.CompuTrm Ns no control over end mama no removed/1y forme e' seeuenoM boarawrt.Nsuppormahown Shim or ra upon . lines coincide with Joint centerline. instillation Hamner.set forth by I.iiiiieTshell be se their center5051. of _fabrication,bending,shipment de dmwNs boa components. !0 /,/a ��111111111111111111111 � �� Bd �� 9.� elm Otplate In Inches. P �)3 �$ .}TMne Tr CRwa (iL-EtOiOcomrevaluesSee SSADNALt= � NhIUIIIlal TPAChisIFICLdesiUMBERgn pre:paredLARRY rola computer input by LUBBER SPECIFICATIONS LU: 2x4 EF FICATq TEXAS SPAN 7'- 8.0' BC: 244 DI#15819 LOAD DURATION INCREASE=1.15 INC 20-2 MAX ME59ER FORCES5..0) 41-2.)-334) 59 BC: 244 DI STAND SPACED 24.0'O.C. 2-2=�269) 59 1-5=(0)0 1-2=(-594)259 2-3.(-269)230 TC LATERAL SUPPORT 12'OC.SON. LL(25.0)OOLI 7.0)LON TOP CHORD= 32.0 PSF 3-4=(-104) 70 BC UTEgAL SUPPORT<=12'OC.UON. UL ON BOTTOM CHORD= 10.0 PSF BEARING MAX VERT MAX 4011Z LETINS: 2-00-00 2-00-00 TOTAL LOAD= 42.0 PSF LOCATIONS REACTIONS REACTIONS SIZE REQUIRED 8RG SO .IN. SPECIES)))) For hanger specs. -See approved plans LL=25 PSF Ground Snow(PM) 0'• 0.0' -19/ 2350 -82/ 196H 5.50' 0.38 6F 625 ConForha 5'- 9.2' 0/ 14V 0/ OH 1.50' 0.09 OF 625 f. pplate prefix deli nature: LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL 5'-11.2' -320/ 4140 0/ OH 1.50' 0.11 DF 625 C,CN,C19,Ch19(or no prefix)y=CcwpuTrus, Inc REOUIVEVENTS OF IBC 2012 AND IRC 2012 NOT BEING VET. 7'- 8.0' -66/ 68Y OI OH 1,50' 00.53.it DI 625 4,M20HS,R18HS,V16=4iTek YT series BOTTOM CHORD CHECKED FOR IOPSF LIVE LOAD.TOP 7-08 AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. VER f MAXTLL DECAL FL 0.115' 115 4IT3�LL=5/440, /d 8U 0.254' -� VAX TL CREEP DEFL=-0.111'@ 1'- 5.4' Allowed= 0.339' MAX HORIZ.LL DEFL=-0.087'@ 5'- VAX HORIZ.IL DEFL=-0.081'@ 5'- 12 Design canforws to wain windforce-resisting 10.00 rj systew and cowponents and cladding criteria. Wind: 140 tph,h=22.5ft,TCDL-4,3 BCDL 6,0 ASCE 7-10, (A11 Heights),Enclosed Ca{.2,Exp.B, VWFRS(Dor), loadduration designed for wind dfonEnclosed, in the plane of the truss only. - o 6-5x6 411) f o� I_ L-11-4x4tiPED PR OFFS y =•2i•PE 77- 6-00 y l 1-08 ♦ate` _. IPROYIDE FULL BEAR ING:Jts:1.5.3.41 ;e" ='� -7 OREGON 44/ JOB NAME: TIMBERLAND LOT 8 TROY PARK - CJ3X , �Y 1 2a� 416-PR1L1.- zosaR,nat Scale: 0.4215 --- Truss CJ 3X 1. and rningsemotion e0p11w ofaacew,a Notes GENERAL1.TN.dignleb winotribe otherwise ars cornmenowherring componentApp byewe.me«ssore„,aw1e.mma,.a,d EXPIRES:12131x20;5 DES. BY: LA and a'"ktbeemeaalledwhet:shown«. Zh�mevmwnm me°nyspordeerli°n,mwpxrrcg�,y„ ,gw°asr i is the mspon.itimir Addaiw.l Wa aana construction De,r.rd.ume.trw ap.ndbeeomoh.res mte bmraxy aaced designer. DATE: 10/31/2014 nw `neerectee.Addmen•lpeametbracigofcp,py .elaapopp .s.resEhira- ,wesa.�deeo<gm,tswh WA SED.: 6101882 a NoNadsewuatre earNaenW athe buaapde.sooA 4.zxlnp.Me pg isaw°N4O0dg eeexaedna mteawaaw0w.°.vM°g 1 N9 �FWAs ,„14-- WoNe,samldbsemmdanyBmponente should M after ae Wacky and 4.heIgne °ftrugk6wreapoasetimy°1thentw avec°MCrar. TRANS ID: 411471 dwonw.daaeapxedro.mmnaaasa. greater than 5. assumes ddreoondw..mneusm,ae wmm�awsr..dge war y cep<� 5.Com clow h.c ne uonegmionyare,de,wao no 9,;net nanuneaM aeaegaal atl suppoac g,avn Shun orwedgeH IIII�IIIIIIIIIIINNHIIIIINIINNIINNN Mma �nation of forth bY o ab e �°��°� T ibisde,Aa SCSI,copies 4J.oration eIae S.. a ° upon Ma. e,ee .. iTak USA, ompuTrussoftwere7.6.6(1L)•E 1a�rmeemnrcaerplaedewyn sabres see ESR- PaCeq � A. 51398 O 4,*1311.ESR-1968 .A GrtTER4 - �S70NAt,�"G EMIII This design prepared from computer input by PACIFIC LUMBER: LARRY M LUMBER SPECIFICATIONS TRUSS SPAN 8'- BC: 264 OF 416BTR LOAD DURATION INCREASE 1,15 IBC 21-2 MAX0 YEYBEII FORCES) 42-3GDF445)100 BC: 264 OF W160Tfl 1-2= 0 109 2-5=(0)0 2-3=(-445)137 WEBS:204 DF STAND SPACED 24.0'O.C. 2-3=(-119)329 TC LATERAL SUPPORT<=12'OC.UON. LOADING 9-4=(-182)128 BC LATERAL SUPPORT< 12.00.ION. LL(25.0)001( 7.0)ON TOP CHORD= 32.0 PSF DL ON BOTTOM CHORD= 10.0 PSF BEARING MAX VERT MAX HORZ BRG REQUIRED BOG AREA LETINS: 2-00-00 2-00-00 TOTAL LOAD= 42.0 PSF LOCATIONS REACTIONS REACTIONS SIZE SO.IN. (SPECIES) OVERHANGS: 18.0' 0.0' LL=25 PSF Ground Snow(Pg) 0'- 0.0' -33/ 4750 -71/ 209H 5.50' 0.76 DF(625) 5'- 9.2' 0/ 580 0/ OH 5.50' 0.09 OF(t 6251) Connector plate prefix den"nators: LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL 5'-10.9' -124/ 1850 01 OH 1.50' 0.30 DF 625 C,CN C1B CNIB(or no prefixxpl=CowpuTrus, Inc REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING YET. Y,Y2bHS,�118HB,Y16=MiTek YT series BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD,TOP ICONn 2.0 1 h k dnr o f t.L 5 p fl 1/24 t a pati, ngj AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY, VERTICAL DEFLECTION LIMITS:LL=1/240,TL=LIIBO 5-10-15 MAX TL CREEP DEFL=-0.015'@ -1'- 6.0' AllAlloowed wed. 0.200' ,- T MAX LL DEFL= 0.155'@ 1'- 5.4' Allowed= 0.254' MAX TL CREEP DEFL=-0.141'@ 1'- 5.4' Allowed= 0.339' -i MAX HORIZ. LL DEFL.-0.114'@ 5'-10.2' �� MAX HORIZ.TL DEFL.-0.109'@ 5'-10.2' 12 )A Design conforms to wain windforce-resisting systew and colponents and cladding criteria. 10.00 7Wind:140 wph,h=21.8ft,TOOL=4.2 BCDL=B.O ASCE 7-101 (All Neights),Enclosed,Ca{.2, Exp.B, MHFRS(Dir), load duration factor=l.6 Truss designed for wind loads in the plane of the truss only. N O O O to o M-314 7FAM1,4*: oMR/- M-4x4 ��S;cp ' �ROFFs 1, y y %TIN/7pF 1-06 s-oo IPRO0IDF F 1 B AV1SO fe• 5 QI + r 72- '.47°R EGON a 1.0 /6 q 1 2.4)• -4 JOB NAME: TIMBERLAND LOT 8 TROY PARK - FJ3 1114-7:3 R (�� Scale: 0.4795 WARNINGS GENERAL NOTES,unless otherwise noted: 1- Builder ancon...aro4dbegeese.ofaaceneralNotes 1.tm•des is Truss: FJ3E PiRES:12, 1?20i5 2.264 web bracing Rn� MPIna6luredeahnWw .s....rtlpmpc a Ndcorwl mW mut t installed white suit•. blnowP«+tnOn9 onmx4Iteias0d my WO.bJJb,ewppner. DES. BY: LAmmwrarymamptaw.mnmq.dnnn5wrw.enen 2.De.pita.wmesttmpandtmma«eabtrmralybracedat plt le the mellomah6dy mere eredat AddNRW pemvrmd booing or Zoe ard°IGo.WO Os e/xinldI Bryp�gaougtra d,y Q DATE: 10/31/2014 the ow,rax...k,eisthe reasonel* &thebud rimpactdabv.iaaPhwoodmealNrg{rctanyor r1of ASy fh SEQ.: 6101883 4.No dadslwadt ftedebraci 4.aclmpasttof...Isthe bb . neiuIremmdweestxro.;" 1 a..w m any ti...............s.d 4.DesiInstagn ammo mo1naes d akwdads analr.umeatwamdad.waal«than s.na.gna.mmrewlrr are to m:eno<�o,`;�reream. e- •TRANS ID: 411471e. 'ndere/or'dn•condtoe•onto. °"° v e°5. nhas no con..over and tlipndanddssumes no oncanporrerbforte S' ME"dn9" dsst.vmShim«wedgeN g ' j \B.Thladesigntonn ,ed eubkstbtlreinwaxorw eellxrhay e.Pleurmrea be ocWdentth/exsorYusand placedsotneirvrhew8/ x p +'' 111111111111111111111,1 '° ,dp.rde� - TPYWTCAin BCS1•cope of will t tonstd upon request. Nhe'mhhotle wMh)Pk4 mnterWu MTek USA,Inc./C.mpuTrus Software 7.6.8(1l}E 1n taIndicade nnetlof /�in Inches. P design valueeee ESR-1311.ESR-1588B(MITtlq "!SO 51398 - 4,�' r • l ��SfpN�L `yl . r 4. • IINIIhIa This design prepared from computer input by PACIFIC LUMBER: LARRY M LUMBER SPECIFICATIONS 12-00-00 HIP SETBACK 6-00-00 FROM END WALL TC: 244 DF#I&BTR LOAD DURATION INCREASE=1.15(Non-Pep) IBC 2012 MAX MEMBER FORCES 4M1i/GD-1201.00 BC: 236 DF S9 1-2= 0 109 2-7=-197)662 S-7=(-120 177 WEBS:2x4 DF STAND LOADING 2-3=(-1055 232 7-6(-194)688 7-4=(-621 369 TC LATERAL SUPPORT 12'OC. LL=25 PSF Ground Snow(P9) 3-4= -495 241 7-5=1-127 176 BC LATERAL SUPPORT no.=12'OC.DUON.ON. TC UNIF LL( 50.0)+DL( 14.0)= 64.0 PLF 0'- 0.0'TO 6'- 0.0'V 4-5= -935 246 TC UNIF LL( 50.0+pL 40.0= 64.0 PF 6'- 0.0'TO 12'- 0.0'V BC ORIF IL5-fi=-1056 238 OVERHANGS: 18.0' 0.0' 1 40.0 PLF 0'- 0.0'TO 12'- 0.0'V TC CONC LL( 250.0+OL( 70.01= 320.0 LBS @ B'- 0.0' BEARING MAX VERT MAX HORZ BRG REQUIRED BRG AREA 00 For hanger specs. -See approved plans TC CONC LL( 250.0+DL( 70.0)= 320.0 LBS @ 6'- 0.0' LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SP(ECI25 Connector plate prefix desjgnators: 12'- 0.0' -140/ 11213 949V 0/ OH 5.50' 1.51 DF(625) C,CN,C18 CN16(or no prefix =CoopuTrus, Inc LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL Y,M20HS,�118HS,M16=YiTek YT series REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD.TOP Ir6MD 2.0 .g h kr n EA f nt(5 af) l/-t t 4 rp AND BOTTOM CHORD LIVE L0000 ACT NON-CONCURRENTLY. WAD UAL DEFLECTION LIMITS:LL=L/240,TL=LI180 AX LL DEFL=-0.011'@ -1'- 6.0' Allowed= 0.150• 6-00 6-00 MAX n CREEP DEFL=-0.015'@ -1'- 6.0' Allowed= 0.200' MAX LL DEFL=-0.010'@ 6'- 0.0' Allowed= 0.554' ,( 3-00-06 2-11-10 MAX TL CREEP DEFL=-0.025'@ 6'- 0.0' Allowed= 0.739' 2-11-10 3-00-06 320# { MAX HORIZ.LL DEFL= 0.004'@ 11'- 6.5' 12 12 MAX HORIZ.TL DEFL= 0.006'@ 11'- 6.5' 10.00 g-4X6 10.00 Dysigw contooes otnwianwd icdaodceg resisttig .44,0• Wind:140 mph,h=21.8ft,TCDL=4.2,BCDL=6.0 ASCE 7-10 0 (All Heights),Enclosed Cat.2, Exp.8, MWFRS(Oir), load duration factor=l.� Truss designed for wind toads in the plane of the truss only. 11-1.5x3 Y-1.5x3 m rro n 0 Co M-3x4 Ahh I hi.1 M-3x4 m� /410 M-3x8 "8 D FR Ore. E3FF5 y w 6-00 b 6-00 l a- 1g2 PR g. 10 /49 At1-06 k 12-00 1 ..• ICY► • 2 yL 4.OREGON A Lv 'O =1-14, 20 4, JOB NAME: TIMBERLAND LOT 8 TROY PARK FH1 441FARtt-`,- Scale: 0.3727 WARNINGS GENERAL NOTES,Wes Truss: FH1 1. . erection,a °"1d ead"ietlaenGeaeallotes 1.las design m.edo,y eme�dA.:nemWa ndifaan EXPIRES iC;3i;20i5 bula.v mnpav'a ApO,O th or aeoro royn o.andrg BRILL 32.amNoimnwre.bn.rm',meals rmybe u'tlaaetl wr.aeMxn«. 'Ooaibn ofmmponeabtiv'e.pos0'Bsy o/tl.bugdug DES. BY: LA mewdwnMooing bImre stabmrydung mr.bmen z 1.1.1 naw, o.eropeadeodo'nax„aeroxr tendyb....1 0.4ef"� 1 b the reasonability of the Malang'permanent booing of 2'oaand at 1Goa rtepetlWely axes braced throughout tle.�wm DATE: 10/31/2014 meo�auwem..r 'a,po,,,aeayorthe wwiroa.sl�.r. 3.continuous b biasing 'ew.ed..o..r�w„.«:mew( J�9 �F wA,By��"�-}- SEQ.: 6101884 A leo rsdsMatlb. nymmpo'.aadgalbralbracigand 4.hwu.6onorwsrsthe'.,m'�euyorthe'nosen6.emasa T fasteners are complete and ffismm aatl aw baa greater then 5.Design nes ere be used Ina nen-conceive.coAo.sn.'r, 11 ^- T C,F TRANS ID: 411471 deet'.Made beppdedtoaare for 5.Compares team control over and mans m reepmelbmh more a�gnasanea E6beamg et mnwpporb 4rcon.shun or wedgeir rmdomen,han4yn9,sr:pneed end:'CauoOmm component.. 7 Gblpne ameatlaqui.d'd'ags@p.y,tle� ff` `11 I�II�IIIIIIIIIINIIIIII�IHI�III i� B.This design 1505I tl. uto h.g�eBana�,�by 6 PbbcWvgeMg)hdma.'Ono.cafbustantlpaoetlao9.acoae, TP dmo4 nBC31,copse o<v4uoh Yelle5 b.bmx.hetl umn.;quest lines edlhlo.d mugs'lava M7ek USA,Ino/CompuTrus Software 7.6.6(1L)-E ip b� Vorphm.inose. pbb tleegn strp es ESR-0311.FSR-198B(WTelq 'F' 51348 -� �' ,�FGISTr YCL w r `yF�h'kI-irU 111111 This design prepared from computer input by PACIFIC LUMBER: LARRY Al LUMBER SPECIFICATIONS SPAN TC: 2x4 DF @18BTR TRUSS 11'-11.7' LOAD DURATION INCREASE=1.15 =1.00 IBC 2012 MAX MEMBER FORCES 4WR)GDF/C BC: 2x4 OF i168TR G WEBS:2x4 OF STAND SPACED 24.0'0.1. 1-2=( O) 109 2-7=(0)0 2-3=(-5537 425 2-3=-115)394 TC LATERAL SUPPORT<=12'01.DON. LOADING 9-4=(-448I 403 SC LATERAL SUPPORT¢12.00•LION, LL(25.0)tpl( 7.D)ON TOP CHORD= 92.0 PSF 4.5=-170 123 DL ON BOTTOM COORS= 10.0 PSF 5-8= 58 37 LETINS: 2-00-00 2-00-00 TOTAL LOAD= 42.0 PSF L NSNOS: 18.0' p,p• LL=25 PSF Ground Snow(Pp) BEARING MAX VERT MAX HORZ 8116 REDUIREO BBS AREA LOCATIONS REACTIONS REACTIONS SIZE SO.IN. (SPECIES) Connector plate prefix des�'gnators: LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL 0'- 0.0' -19/ 4585 -140) 384H 5.50' 0.73 OF 625 C,CN C18 CN18(or no prefix)=CompuTrus,Inc REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BFING MET. 5'- 9.2' 0/ 580 0/ OH 5.50' 0.09 DF 625)) Y,Y2,H5,M18HS, 16=YiTek YT series 5'-11.2' -316/ 4030 0/ OH 1.50' 0.52 OF 625) BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD.TOP 9'-11.2' -106/ 253V 0/ OH 1.50' 0.26 OF 625) AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. 11'-11.7' -41/ 53V 0/ OH 1.50' 0.09 DF 6257 11-11-11 IDONn 2•D checked sf) upl ft t 24 epaypg,_) 1VERTICAL DEFLECTION LIMITS:LL=L/240,TL=LI780 I in LL DEFL=-0.011'@ -1'- 6.0' Allowed= 0.150' VAX TL CREEP DEFL=-0.015'@ -1'- 6.0' Allowed= 0.200' • y VAX LL DEFL= 0.123'@ 1'- 5.4' Allowed= 0.254' MAX TL CREEP DEFL=-0.127'@ 1'- 5.4' Allowed= 0.339' MAX HORIZ.LL DEFL=-0.097'@ 11'-10.9' MAX HORIZ.TL DEFL= 0.095'@ 11'-10.9' Design conforms to main windforce-resisting ' system and components and cladding criteria. Wind: 140 mph,h=24.3ft, TCDL=4.2,BCOL=o.0 ASCE 7-10, 12 (All Heghts),Enclosed,Cat,2, Exp. , YWFR5(Dir), Dad duration factor=l.6 10.00 Truss designed for wind loads in the plane of the truss only u, cu to n n o o to M-5x6 o 4.................. ,,,5, .� jaG'NE S';a 2-=-M-4x4 7- y P7 7 -. '°20nPc '' J. 1-os l 6-00 l 5-11-11 1 1.r•- �F Y, 4(PROVIDE FULL BEARING•Jts•2.7.4.5,6I ,.OREGON b, AtU JOB NAME: TIMBERLAND LOT 8 TROY PARK - J6 r �� , o 41 R R IL "- Scale: 0.2950 WARNINGS: t Builder and erectionco,ba�rshouN he advised of ma General Nuke GENERAL NOTES,unless otherwise noted: Truss: J6 amwemkoboeoam�weanaa commences. �anke.ra«+rwenthe Wpe,n«�e.o .mer„anndvww EXPIRES:12'31:2415 bebmaRo mmpon®R 'Ed of design parameters of the and moa« a i24 eonVuese.,vmbreectp to boor. r.eekx.dvdeeetowr,.. merslanme topcomponent bottoeewrwriobefater*l DES- BY: LA k^Dortrr6oeae ma�wesmk,xyd,amasaewamon z onrnaa�an0 dr koand mmwisesaffords braced be tater* demand,. ,��p i.the,saps LAKY aIMe araclar.Atldwo„al Pemmnen Gia Jrp of zaq.and ateae.e.repemvey odes.traced nxou}dnn tle6leq�lay. F.""Il j-Q DATE: 10/31/2014 O...all.w:n.ern.,e.aonWISTbfwadddbafWO oe,. continuous sheathing ep0 equbed stem Worm N SEG.: 6101886 a Noteedd.rondbeaPPI.arany o^conenudpalter atl 4.a`rmio of bdrIPtrues orrle epon5b 6 the n „�� F WA$fa\g-{� rammer:are compute and at no time deur aro)Deas bracing and 4.Irekan6cn eftr,R rat.tett onRLdxy'66 666'.666666 .owedve cordrecrr. �;. r�' TRANS ID: 411471 destan kw,.be sOPlea r am7 wmyoen. we.le men O.andmn for a,.ese.e use. n a e cense.en tat.n, anaarefor o y000 mw'oftea. 5.conyumrhas noeanww.rwmat.,nwm '' 8.C.666 6"6"6=6" SP . Q febAmeen,handing.tNPumew,dueaAR anofr tyf«tle ry °a beadngee,a'''616666666 6.66'6'Shen"6"66 N �j1 jN/ �. 2 III YM,�I�I((YM, TIM' S Thiss design ARCS pusWoeOeHowb.i,MMeddupon by ygen a lines coincide,jgh/yno^ roln„n•«M placed ao D.:e center •./!/t �'� .... I111111lihilll IIIIIIIINNIII IUI,I �� wrier P.M Mflek USA Inc.ICompuTrus Software 7.R.B(1L}E 1U.WOG indicate Wm of plate in=hes.' sic connector destn values see ESR-1311,ESR-191113 '�� f �` .. '-',4•4,. GdSTE1L�, ,4. IIIIIIIII This design prepared from computer input by PACIFIC LUMBER: LARRY M LUMBER SPECIFICATIONS TC: 214 OF 616BTR TRUSS SPAN 3'-11.7' IBC 2012 MAX MEMBER FORCES 4NR/OD1/Cy=1.00 BC: 2x4 DF 168TR LOAD DURATION INCREASE=1.15 1-2=( -34)46 1-4-(0)0 1.2-(-169)107 WEBS:2x4 DF STAND SPACED 24.0'O.C. 2-3=(-114)88 TC LATERAL SSUPPORT r_12'0C.ION. LOADING BC LATERAL UPPORT<=12'OC. ON. IL(25.0)ODL( 7.0)ON TOP CHORD= 32.0 PSF BEARING YAX VERT 11AX HORZ BRG REQUIRED ERG AREA DL ON BOTTOM CHORD= 10.0 PSF LOCATIONS REACTIONS REACTIONS SIZE SO.IN. (SPECIES LETINS: 2-00-00 2-00-00 TOTAL LOAD= 42.0 PSF 0'- 0.0' -44/ 164V -41/ 99H 5.50' 0.26 F@25 Connector plate prefix designators: LL=25 PSF Ground Snow(Pg) 1'- 9.2' 0/ 18Y 0/ OH 5,50' 0.03 OF 1625 C,CN C18,CN18(or no prefix)=CogpuTrus,Inc 3'-11.7' -95/ 125V 0/ OH 1.50' 0.20 DF 625 V,Y2dHS,Y18HS,Y16=YiTek YT series REQUIREMENTLIMITED S OF DOES S2012 ANDD SRCU2012 NOT BEING MET. tCOMMERiOD-ramckaiLtar_catL.Lasi)_ualif.Lata,..mingi BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD.TOP VERTICAL DEFLECTION LIMITS:LL=L/240,TL=L/180 3-11-11 •( r AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. MAX TL CCR YLL DEFL= 0.048•8 1'- 5.4' Allowed= 0.054' CRLL DEFL= 0.042'@ 1'- 5.4' Allowed= 0.072' 12 wiz HORIZ. LL DEFL=-0.036'@ 3'-10.9' 10.00 YAX HORIZ.TI.DEFL=-0.034'@ 3'-10.9' f Design conforms to wain windforce-resisting y system and components and cladding criteria. Wind:140 mph,h=21ft,TCDL=4.2 BCDL=6.0 ASCE 7-10, (4) !All Heights),Enclosed Eat.2,Exp.B, VWFRS(Dir(, A load duration factor=1.6 Truss designed for wind loads in the plane of the truss only. N M-3x4cm •m .. Fie/ o ej - 4 61=-.6I > 11-404 .9 D PROF F J• y y w /."ill l 2-00 1-11-11 9271(' !PROVIDE FULL EEARING:Jts:1.4.3I 12- OREGON n 40 `0 .1;'' 14, '1C3 4 JOB NAME: TIMBERLAND LOT 8 TROY PARK - SJ2X ' s \ Scale: 0.5565 -"'^-" WARNINGS . 1.Bulierend ereawommab,rsh„44benosedm4GeneralNeme i1.T denim ENERAL"oma union M7e noted: EXPIRES.12•'31 6015 Truss: SJ2X mw.maaabefore eo�aeee commence. sbaaea«Nwwnmew..nwa., w and:,,nlnawdn. 29x4 compression.eb bracing mud be buhlled.tee dein,•. incorporation of building cortganent APPlegbmb of design Caroftheontl Pm DES. BY: LA a Addwammnn.mrybm component cirgtoassnasWmce..5...nloor 2Dann swarms me fop and bottom dlateo be latera braced ' Is the reapononnY of the orator.Additional Pemmnent bracing of 2on and of lA o.o.respectively Wes braced eoaghooa emir lenge,bY 1L1t.I.LL SDATE: 10/31/2014 4NO Mod H oerasd�m rerpa.smh.ofthe Wilding da.gner. 09xl brintinuous dging latera1sun lbbr ouwdd'lg„hen on=m"s(aq. yam® WASH c' ED.: 6101887 meanc.arncarminenaa died to mbmece ciwWctarnIndantil alter e bracingthan 4.Design n°Ueea m;the edac 46e, °roan non-corrosive �Y SFO t1. ? TRANS ID: 411471 design loWebeapplied toarycompoent ndore tor'drycodmen'mwe. n 5.fabrication Car.UTru lm.nconbdweran....uanres....myforme a Oetlgn assumes aMdebeamg ot all supports ninon.Shen oreedgee ''' / aja 8 declan is handling, subject m are Minting vet font by 87.WO.0.144 sbrrdedoi,b mceaesofWs,n d blondap nod cmM 'It AU ~ IIIIIIIII�III III111IIIIIIIII�IIN M USA,S,In�CSI,caning of WW1 wel be(untidier'uponMgmpum OoRwa,e7.66(1L)-E�� R.Rhin Wokesize of plate M sdorpsmee.pchen. ESR_1311,ESR-198B(AaTdq ¢J 5pj9g lines coincide with joint center Enos. r �ctsres c -S.5QMALF''.� • 1111111111111 This design prepared from computer input by PACIFIC LUMBER: LARRY M LUMBER SPECIFICATIONS TRUSS SPAN 3'-11.7' TC: 284 OF @1SBT11INC 2012 MAX MEMBER FORCES 4W2-3=(-429).80 LOAD DURATION I24R0ASE=1.15 BC: 284 OF NTR 1-2=) 0)109 2-5=(0)0 2-3=(-429)80 SPACED 24,0'O.C. 2-8.(-134)339 WEBS:2x4 OF STAND 3-4=(417) 86 TC LATERAL SUPPORT 5=12'0C.UON. LONDI LL(25.0)*DL( 7.0)ON INOPP CHORD= 32.0 PSF BC LATERAL SUPPORT 4.12'0C.UON. DL ON BOTTOM CHORD= 10.0 PSF BEARING MAX VERT MAX HORZ BRG REQUIRED BSG AREA LETINS: 2-00-00 2-00-00 TOTAL LOAD= 42.0 PSF LOCATIONS REACTIONS REACTIONS SIZE SO.IN. (SPECIES 0'- 0.0' -62/ 395V -50/ 158H 5.50' 0.63 OF 1625 LL=25 PSF Ground Snow(PQ) 1'- 9.2' 0! 18V 0! OH 5.50' 0.03 OF 625 OVERHANGS: 18.0' 0,0' 3'-11.7' -70/ 114V 0/ OH 1.50' 0.18 DF 625 Connector plate prefix deli natorc: LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL g REQUIREMENTS OF INC 2012 AND IRC 2012 NOT BEING MET. C,CN C18 C 18(or no prefix)=CompuTrus, Inc M,M20H5,th8HS,16=MiTek NT series BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD.TOP VERTICAL DEFLECTION LIMITS:LL=L/240,TL=L/180 AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. MAX LL DEFL=-0.011'@ -1'- 6.0' Allowed= 0.150' 3-11.11 MAX TL CREEP DEFL=-0.015'@ -1'- 6.0' Allowed= 0.200' 4 T MAX LL DEFL= 0.048'@ 1'- 5.4' Allowed= 0.054' i- --f MAX 11.CREEP DEFL= 0.047'@ 1'- 5.4' Allowed= 0.072' 12 MAX HORIZ. LL DEFL=-0.036'@ 3'-10.9' 10.00 MAX HORIZ.TL DEFL=-0.036'@ 3'-10.9' 0 Oesign conforms to main windforce-resisting Z:4:and components and cladding criteria. Wind: 140 mph,h=21ftTCOL=4.2 BCDL=6.0 ASCE 7-10, (All Heights),inclosed,Cat.2, Exp.B, MWFRS(Dir), load duration factor=1.6 Truss designed for wind loads in the plane of the truss only. 11-3x4 N ,4* ii o �- r 2� 5►1 M-4x4 K4.\'' P R OFF`5s p J. /, J, J, �� 10%3/ 1 ° =9211lPE f 1-06 2-00 1-11-1i 10ROO I RFAAI d S 41 A VI ,f11r� -y, wOREGON,, , (U "d 4Y 14, 2° JOB NAME: TIMBERLAND LOT 8 TROY PARK - SJ21FRR)t�\ - Scale:0.5929 WARNINGS: GENERAL NOTES,anima oaewf.enoted, EXPIRES:12/31/2015 1.Builder aro erection cortracmr should be advised or WI General Notes 1.Tin design is sed oEy upon tep.ssnroris Man.shown and an mtliviOwl Truss: SJ2 andV+.mlm w.bemconsbaamcommences. ba building mmencompered th r.WMnpnnmells WOMB designer.2 h4nm'tempoary bracing muNbesaby dwhamuring shown.. incorporation of mnpororttew,eorespomaydy oiMp buySnp DES. BY: LA inaure oa.mnnaameaw,emp.,mboeomada,dambeumrayywcw 1Z.RIL hweueepo,wOM�of6eencmr.AtldybmlpamarertMxBgof lex.and tllGoa.respemvelyMem M.cedMnomle,tlhek length L B DATE: 10/31/2014 maoleey.aacbre,amede.po„siblsymMenaedyade.�r,er. saln` "�`�pac+M as Msheathing°1mnd"pMVOed.I,erl+„ocrc),Iwora,yw�yecx �C,.. d /4✓'ftx lacing ecuired whoa shown.. 4.No mW aedd..o be elven innanyen wee se ouenl,ody aye all Mooing and 5 Installation ofbuah tle of the respective een*nr. SEQ.: 6101888rd,.Ieneaa,ewnpeM.metro ee.hamengmed.Weme,Me„ B Design n..m,e.wwaa be ina,en<onoweenwmnment TRANS ID: 411471 design meds be applied m any component and re for Ad condition'of use. 5.amain....no cow e.nr.55..rwe<na radon..,, tie 6 reDesign assumes full beating stay supports shown.Shim°redderR 71 fabrication.Medley,shipment and imbibition oe component.. 7 Oeeg assumes adequate drained. p�pwded. J!'Ry/If i *' 6 This deign a s d subject to aeynraryws tat forth by a Plates shay be located on both hoes atb,e.,ala placed so their tender IlOHIIII IlOi llll�llilllIlllnl{NN TPWVTCA requeM M e USA SAinSCSI,copies of which.*be lnno100mpUTn8500wae7�68�(1L)-0 , linesceincide htib joint cedar res. p Nits basic connector e�rp plate(Midge hessxegR-1aii,ESR-t9B8(hwTeq ' id " 51398 W ox, 4crsTE85- ' de� °fONALV' 111111111 This design prepared from computer input by PACIFIC LUMBER: LARRY M LUMBER SPECIFICATIONS TC: 204 OF @188TH TRUSS SPAN 2'- 0.0' 8C: 204 OF #160TLOAD DURATION INCREASE=1.15 IBC 2012 MAX MEMBER FORCES 4WR/GDF/CQ=1.00 WEBS:204 DF STAND SPACED 24.0'O.C. 1-2=(-27�46 1-4=(0)0 1-2=(-82)49 2-9=1-58 45 TC LATERAL SUPPORT.12.00.UON. LOADING Sc LATERAL SUPPORT r-12'0C.UON. LL(25.0)+DL( 7.0)ON TOP CHORD= 32.0 PSF BEARING LOCATIONS MAD VERT MAX HORZ SRI REQUIRED BRG AREA DL ON BOTTOM CHORD= 70.0 PSF REACTIONS REACTIONS SIZE SO.IN. (SPECIES LETINS: 2-00-00 2-00-00 TOTAL LOAD= 42.0 PSF 0'- 0.0' -15/ 103V -20/ 48H 5.50' 0.16 OF((825 LL=25 PSF Ground Snow(Pg) 1'- 9.2' 01 78V 0/ OH 5.50' 0.09 OF(625 Connector plate prefix designators: 1'-11.7' -54/ 55V 0/ OH 1.50' 0.09 DF(825 C,CN C18 CN18(or no prefix)=CompuTrus, Inc LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL M,U26HS, M18HS,M16=YiTek 1T series REQUIREYENTS OF IBC 2012 ANS IRC 2012 NOT BEING YET. 1-11-11 BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD.TOP VERTICAL DEFLECTION LIMITS: LL=L/240,TL=LI180 ( '(AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. MAX TL CRVAX CR LL DEFL= 0.009'@ 1'• 5.4' Allowed= 0.054' EEP DEFL= 0.002'@ 1'- 5.4' Allowed= 0.072' 12 10.007MAX HORIZ.LL DEFL=-0.002'@ 1'-70.8' MAO HORIZ.TL DEFL:-0.002'@ 1'-10.9' Design conforms to wain windforce-resisting system and components and cladding criteria. Wind: 140 mph,h=20.2ft,TCDL=4.2,BCDL=6.O,ASCE 7-101 (All Heights),Enclosed Cat.2,Exp.B, YWFRS(Dar), olid duration faotor=1.� y Truss designed for wind loads M•3X4 in the plane of the truss only. o ale. ,s, N C N m O Kill O 191!- f f 1�� 41 -f M-4x4 rw-3� PR/if-6,o ,� NG1NE� Sj' J, 2-00 1, i 'G/ /d�,l/ (PROVIDE FULL BEARING:Jts:1,4.3( cc `�2 ) PE �� ,irP A „Li,OREGON b CU y `O14. `° 4 JOB NAME: TIMBERLAND LOT 8 TROY PARK - SJ1X ' � (�� Scale: 0.6519 wanNeasS: GENERAL NOTES,micas otherwise noted: EXPIRES.12'31,2015 1.&Ater and emotion contractor should be advised of ail General Notes 1.7148 design is basad only upon the parameters shown and is bran indwitluai Truss SJ 1X and w.lmrgabefoa conlbucdcommences.am commen . beldeg mmmonan.Appaarawy of design parameters and 2 2x4 commaewisn web bracing must be imwbled when shown r. alcorPerapen ofmmppnent KNus reapaadbray oftla proper .. DES. 5Y: LA 3.AddNomlhngonYbeulWbewaeabb htlunegesn construction 2 Oe'lp anunocth:topaug5olomdadsbbe Bec.e = `� is be responsibility of are erector Additional pennant hang of yae1.2.41 M'rwdw bncoan F� 1 DATE: 10/31/2014 the 4. 1.911 venro be ructure a the macoaaobalyorthe bAabgdesigner. 4.elm brlm5gormbnlbr rewired oreahp amat., x �ti�lilf wAsyf r�-1�� SEQ.: 6101889 htie� aepfad ba any Component atl derail bracing and 4.Install.**of bas is the reversibility Orme respective corns,..,. Complete and at m lime eheid arm bads greater Won 5.Deakmaawnes Maas are b be used In a noncomoWe environment, TRANS ID: 411471 applatlb' and.wb bycondNon•ofu.e °nne"L tJ1 TG 1' 5. r�rusdvlas m sea,w gag aeawnesrorespwgbdayfordue S MRS.assumes beaming at as aopats shown.Shin orwedge if .1 s 2� fabrication,handling.shipment and uneblOan of components. , IIflIIIIiI�IINIII�IiIiNNlNllln�ll�ll S.Thadesign abrral9subjcttotleanitatoseel fonmby e id ° so r rii /, ry 1FVWeCAin BCS(,copies of which v S be furnished upon request. baa cambavAhloot center bees MTek USA,Inc/CompuTrus Software 7.8.8(1N-E 10.�ba ic connector-plate of paste a leg { �W /r plRe 4eagnr salons ESR-1311,ESR-1S88(WOO ^P A, 51398 ry tLs,SIONNLL C��. • I'Illlltll'1 This design prepared from computer input by LUMBER PACIFIC LUMBER: LARRY M TC: 2x4 OF SPECIFICATIONSTR 17-02-00 GIRDER SUPPORTING 17-02-00 FROM 5-00-00 TO 10-02-00 BC: 2x6 DF SS LOAD DURATION INCREASE=1.15(Nan-pep) IBC 2012 MAX MEMBER FORCES 4Wfl/GDF/ WEBS:2x4 DF STAND (-2=(-4224)906 1-7=(-586)2948 7-2=(4-336) 1744 IC LATERAL SUPPORT<=12'OC.UON. LOADING (Pg) 2-3=(•2768)676 7-8=(-562)2924 2-8=(-1210) 354 BC LATERAL SUPPORT e=12'0C.UON. TC SNIP LL( 50.0)501) =14.5)= G6ro4.0dPIP 4'. 0.0'TO 7T- 2 0'V 3-4=t-2768))872 B•9=-416)2556 8-3= 776 3198 Sc(NIIF LL 0.0 007 20.01. 20.0 PLF 0'- 0.0'TO 5'. 0.0'V 4.5=-3694 - 1-9690)108 762 9-5--418)2570 8-4= 698 196 OVERHANGS: 0.0' 18.0' BC UNIF LL 189.6))))+DI 148.9= 338.5 PLF 5'. 0.0'TO 10'. 2.0'V (11111 / 4-9= -146 1114 BC UNIF LL 0.0+01. 20.0= 20.0 PLF 10'- 2.0'TO 17'- 2.0•V Connector plate prefix des�'pnators: BEARING MAX VERT MAX HORZ BRG REQUIRED BIG AREA C,CN C18 CN18(or no prefix)=riesCompus, Inc er ADDL•BC CONC LL-11: 1377.0 LBS @ 4'- 0.0' LOCATIONS flEACTIONS REACTIONS SIZE SO,IN. 'SPECIES M,CN Cm�Il BH$, 7fi=Y>.Tek YT series •w AODL•BC CONC LL+OL=(364.0 LBS @ 11'- 2.0' O'- 0.0' -674/ 6V -190/ IONH 5.50' 5.10 DF(625, LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL 17'- 2.0' -618/ 28260 0/ OH 5.50' 4.52 DF(625 2)complete trusses required. REQUIREMENTS OF INC 2012 AND IRC 2012 NOT BEING YET, Dill toggether 2 ply with 3•x.737 DIA GUN nails buggered at: -?•Ons' Ch a d f 9'oc in 1 row(((s,throughout 2x4 top chords, BQTTOY CHORD CHECKED FDR IOPSF LIVE LOAD.TOp �7 11 8'. 7.0' -a9A0112' 9'oc in 2 rows}throughout 2x6 bottom chords, AND 807705 CHORD LIVE LOADS ACT NON-CONCURRENTLY. VERTICAL DEFLECTION LIMITS:LL=7/240,TL=71180 9'oc in 1 row s)throughout 2x4 webs. MAX LL DEFL= 0.027'@ 8'. 7.0' Allowed= 0.812' MAX TL CREEP DEFL=-0.099'@ 8'- 7.0' Allowed= 1.083' MAX LL DEFL=-0.003'@ 18'- 0.0' Allowed= 0.150' ,( 8-07 B 07 MAX TL CREEP DEFL=-0.004•@ 18'. 8.0' Allowed= 0.200' 4-06.08 1 VAX HORIZ.LL DEFL=-0.007'@ 16'- 8.5' ,( 4-00-08 4-00-08 4-06-08 T MAX HORIZ.TL DEFL= 0.017'@ 16'- 8.5' 12 1 '( ,( Design conforms to main d cladding criteria 12 system and components and cladding criteria. 10.00 N-4X6 Wind:140 mphj h=22.9ft,TCDL=4.2,6CO1=6.0 ASCE 7-10 4.0' Q 10.00 3 (All Heights),Enclosed Cat.2, Exp.B, YWFRS(Dir), ' load duration factor-1.� �G Truss designed for wind loads in the plane of the truss only. en HANGER BY OTHERS TO APPLY CONC. LOAD(S) EQUALLY TO ALL BERBERS. 6-3x5 N-3x5 OT T ,,, 0 ok- ( 71•Yw�am ® o� o -,.'c-' PRGF`S N-5x10 N-3x6 8 N-6X8 9 -'s o �jC N- i 1977/f 13646 ---- 4-04-12 N-5x10 , Y-/C// l!/ �2� a oa 1292 . pt b 402 04 4-02-04 4-04-12 „r'` 17-02 J• J f Mm. mo" 1-06 7� ,, OREGON 1u�' JOB NAME: TIMBERLAND LOT 8 TROY PARK - C-GIRD "Qk 14 2C3` +A, SEP,RLL!- WARNINGS: Scale:0.2731 1.Bolder and emotion=reactor shodd be advised of m Gemmel Notes 1.GENERAL is'sddeesgn is based may prameters shown and b tor an mdMtl,q, Truss: C-GIRD amWemnmsbeamconsbumenerrnr,.. Wen otherwise noted: EXP)�ES 12131/2075 2.2meomReseionwebbracm mad be metalled slime Wows 5, incow otiose al MP�eas the uesporn ip stow and DES. BY: LA 3.A4dmomitemporarybemmmmweOWENrimameareburmn z�wnaw,n.sB,r'wneK:mer.moo,.ibna,o7l„a N„m , 4-1- DATE: 10/31/2014mvors:Wurof eereamr.Addaonr zm4anda,lao.emp'n°bammm chords nlessWm imam braced Omeavrax amtewetame oamm�wd bracing respectively Neese breed anrxgixta their y�� eeprslEa4yorMebidfNdeegmr. plywood mead whore shown F'RR�`'a-8 SEQ.: 6101890 4 Nomad.na48beappedmemaampanemwmmnr,u aa ^d^Iunorrmm " ut�i7 7ataners.w avngkte rmmrommetrrae amy Mods amtarm°arnd S.inmmtatianmm.a max m.po bowing Orme contractor. „A...9�i-1p wAsif 4-1- TRANS ID: 411471 ' "°'dsbeaPPaedoerorrmpamm enddererign m„mbnmry m^ are to mntomanmrWo mm F. S.Crmpdrne has m control over and mums no 6.Geeiynasa Dasa bamrs atanaupprtashown.Shimorweduef O. -..,, s fabrication,handling,shipment and ishmaon otos ponent.tartlx 'Lr , sappaep p�pypm4 /� .Ili,/ ,''ppIffINM'(II II'I �R�p�/IN, 6.This design tarnished subject to limitationWI be s by fl PDbmgstlmabl edan bo�Mb�°cestao7huee,ym placed mark seller fa°{ Ili . I�III�I�I,I II,O I'I�IHm1 lI11M I,�I��III� MTe�k USSA,In ciComuTrussSftware 7.6.6(11.)-E upon request 1D.For besic r plateMete gn inc values see ESR-tS11.ESR-1988(Weld L. p 0 Dias Indicate abs joint it center Inincite. Q' P 51398 ,- ‘1,,-lotv.4L °"u1 11111 11 This design prepared from computer input by PACIFIC LUMBER: LARRY Al LUMBER SPECIFICATIONS TRUSS SPAN 8'- 7.0' IBC 2012 MAX MEMBER FORCES 4WR/GDF/Cq=1.00 TC: 204 OF if&BTR LOAD DURATION INCREASE=1.15 2-3=� 0)109 2-6=(0)0 2-3=(-438)272 BC: 204 DF i1&BTR SPACED 24.0'O.C. 2-3=(-120)334 WEBS:204 OF STAND 3-4=(-312)263 LOADING 4-5=(-96) 45 TC LATERAL SUPPORT r_12'0C.UDM. LL(25.0)401( 7.0)ON TOP CHORD= 32.0 PSF BC LATERAL SUPPORT<=12.00.UON. DL ON BOTTOM CHORD= 1D.0 PSF LETINS: 2-00-00 2.00.00 TOTAL LOAD= 42.0 PSF BEARING MAX VERT MAX HORZ BAG REQUIRED BRG AREA LOCATIONS REACTIONS REACTIONS SIZE SO.IN. (SPECIES LL=25 PSF Ground Snow(Pg) 0'- 0.0' -19/ 457V -101/ 282H 5.50' 0.73 OF(625) OVERHANGS: 18.0' 0.0• 5'• 9.2' 0/ 58V 0/ OH 5.50' 0.09 OF(625 Connector plate prefix des�'pnators: LIMITED STORAGE DOES MDT APPLY DUE TO THE SPATIAL 5'-11.2' -273) 364V 0/ 0H 1.50' 0.49 OF(625 C,CN C18 CN18(or no prefix)=CompuTrus, Inc REDUTAEYENTS OF IBC 2072 AND IRC 2072 NOT BEING YET. 8'- 7.0' -9/ 45V 0/ OH 1.50' 0.07 DF( U,M26HS,(118HS,H16=MiTek YT series BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD.TOP AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. VERTICAL DEFLECTION LIMITS:LL=L/240,TL=L/780 8-07 1MAX LL DEFL=-0.011'6 -1'- 6.0' Allowed= 0.150' T MAX TL CREEP DEFL=-0.015'@ -1'- 6.0' Allowed= 0.200' r y MAX TL CREEP DEFL=-0.110'6 1'- 5.4' Allowed= 0.339' /12 MAX HOBIZ.LL DEFL=-0.089'@ 8'- 6.2' MAX RURIZ.TL DEFL=-0.086'@ 8'- 6.2' Design conforms to main windforce-resisting system and components and cladding criteria. Wind: 140 m h,h=22.9ft,TCDL=4.2 BCDL=6.0 ASCE 7-10, (All Heights),Enclosed Ca4.2,Exp.1, MWFRS(Dir), load duration factor=1.�Truss designed for wind loads in the plane of the truss only. os 0on erF-o �'D PFiQFFS,o \�� IgPdrfpaySid,..., fO�J/�l! g...,.. =9211PL y y y y ✓''Imt► A . 1-06 6-00 2-07 a- IP6OVIDE FULL REARING•Istc:2 4.5( -5,4„ 4.„OREGON, ((, �t / , 4 14, 20 on,g. JOB NAME: TIMBERLAND LOT 8 TROY PARK - BJ5 --_ Scale: 0.3796 WARNINGS: GENERALNW6,wle.sosnwa.nd.d: EXPIRES:12/31/2015 1.Builder and erection contractor should be edvieed of an General Notes 1.This design Is based only months parameters shown rind*for en*roll.. Truss: BJ5 .rdv,Nnwmsbdore...RAW..ONA6e,0e4. bdldhy eompwmnL Appaa.bBy ordesynpareneters and proper a 2r4 compression web bracing mild be installed Were dews•. nope ea otoampmna*We napmvbNly a?We Mmtlbgd Vpp1 a Addmomlleeporary bracing to insure sbbm6damgmetrudbn 2....."..."..""”rd beHomclprdmN beldeNMbraeed r DES. BY: LA kmenepmeb..,ofdleereoo.Addmwwpenr.reaanpga 2o.a.and d tG c.c.napedNay unless braced tteoghoCEeir lengthy WAS b DATE: 10/31/2014 the overdatruabre is termpowHNwy A to buildigdeagner. 3. co/Anima b ma`eel 12.6%requirplywood ed w$,.,open v.y"wN(�l ��,��0 - /A, �j 4,No bad stould be applied a any component v61.6.neO bracing end 4 IF Eon of buss ielhe responctbddy of the leapecRve contractor. G' SEQ.: 6101891 6 re em end noUrnsm.nyb.dsgrr:.wthan 5.eoaegn . =et.bewe Immo,-wrrwwepramnmenl, Z.' 0� qqpilea to } TRANS ID: 411471 5.conpdrrw has no control over ed names no,eepaniOlrayfer6. 6.Deslpn aaw..arbeadng at dl auppolb Wow,Shimorwe494R Q, //'/(� rabdcoWow,handling,shipment and 6Malbbpnen compewde. 7.Desgn ryifeswsatl�wpe A/f IIHIaIIIIIIIIIII�II�II�I�Hlllli�l�l 6TINd * n�l setWMby aPe50 widewaedonboth�eol a�I so their center ,i' 1T den 1A In BOST,copes o. o the be tuniked upon regwd. Me.eolrcde boxte woewsnea MT6k USA,Inn)CompWTrun Software 7.6.6(1L}E aFor skmn,e�Corp*ta design inches.s see ESR-1311,ESR-1988(NReI0 �'O, 4, 4 ,6I"T'S'' t X20 • • 11111 11 This design prepared from computer input by PACIFIC LUMBER: LARRY M LUBBER SPECIFICATIONS TRUSS SPAN 17'- 2.0' TC: 204 DF WIEBTR LOAD DURATION INCREASE=1.15IBC 2012 MAX Y2-BER FORCES1 ) 4Mfl3-OF/Cq=1.00 SC: 206 DF SS 1-3= O 244 2-8=(-211)560 8-B= •90 228 WEBS:204 OF STAND SPACED 24.0'O.C. 2-3=-BSG 244 8-9=-291)570 8-q=� 0�221 3-4=-721 251 9-10=-291)570 8-6=-112 88 TC LATERAL SUPPORT r-12'01.EON. LOADING 4-5= 0 0 9-6= 0 243 LL(25.0)021( 7.0)ON TOP CHORD= 32.0 PSF 4-6=-511 230 6-10=-769)317 BC LATERAL SUPPORT<=12'01.UON. DL ON BOTTOM CHORD= 10.0 PSF 6-7= -86)106 10-7=(-148) 80 ...------= TOTAL LOAD= 42.0 PSF NOTE:204 BRACING AT 24.00 UON.FOR LL=25 PSF Ground Snow(Pg) BEARING MAX VERT MAX HORZ MG REQUIRED ORO AREA ALL FLAT TOP CHORD MEAS NOT SHEATHED LOCATIONS REACTIONS REACTIONS SIZE SO.IN. (SPECIES -- ---`-'""---=--- LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL 0'- 0.0' -1981 912V -106f 207H 5.50' 1.48 DF(625 REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING YET. 17'- 2.0• -114/ 7134 0/ OH 5.50' 1.14 DF)625 OVERHANGS: 18.0• 0.0' •=For hanger specs. •See approved plans BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD.TOP AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. Connector plate prefix designators: VERTICAL DEFLECTION LIMITS:LI=L/240,TL=L/180 C,CN C18,CN18 or no prefix) CompuTrus, Inc MAX LL DEFL=-0.011'@ -1'- 6.0' Allowed= 0.150' M,M26HS,M18HS,41l6=MLTek MT series MAX TL CREEP DEFL=-0.015•@ -1'- 6.0' Allowed= 0.200' MAX LL DEFL= 0.018•B 6'- 0.0' Allowed= 0.812' MAX TL CREEP DEFL=-0.031'@ 6'- 0.0' Allowed= 1.083• 7-11-11 9-02-05 '( T MAX NORIZ.LL DEFL=-0.006'@ 16'-18.5' 2-10-07 2-11-07 2-01-13 3-04-08 5-09-13 160 95812.TLDEFL= 0.007 @ 16'-10.5 T -rr •( Design confores to wain windforce-resisting f- 12 5 system and components and cladding criteria. 10.00 7 Wind:140 mph,h=22.7ft,TCDL=4.2 BCOL=6.0 ASCE 7.10, (All Heights),Enclosed Cat.2,Exp.B, YWERS(Dir), M-4X6 load duration factor=1.� Truss designed for wind loads M-3x8 M-1.5x3 in the plane of the truss only. �D 6 rn c M-1.5x3 o0 n o m 0 c%a 0 M-3x4 2 B g 1D I -, .<(, I. F,Sc, 9-3x8 Y-1.5x3 U-3x4 k�`� D�(7//1I / y y J. y `. 49211 PE 5-08-02 5-08-01 5-09-13 �� , b b00010, 1-06 17-02 l ' to 2' q � OREGON , kr JOB NAME: TIMBERLAND LOT 8 TROY PARK - BH2fiRRtL� O''''' Scale:0.3174 WARSBNGS: GENERAINOTES,s0050 whenieerot : EXPIRES:12/3112015 1.Bugler and emotion mnYacbrshould be advised of 0A General Nates 1.Th:demAw:lased only wen We Pname:,sewwn end:Ins e.-dnkael Truss: BH2 amuuanags before mrnm„son oormnewes. bidding component.Applicability of design 2 2s4 compression web Prating newt be huddled wlemehovn e. rpor0:n ofwnporert:the responsitin(tide blilgp d DES. BY: LA 3.AddOo Immporarybracirwtei,w ER tymaawwmwion a Dia®nawnmeamek'"ndbamomo0.bnate�e`:mn00 ` gRR[LL te the responsibility of the erector.Addllkrel permanent arecag at 2.a.e.and at 10 of respectively mien braced Oomph's&te'r:m6,by DATE: 10/31/2014 the overall "ene"'"e'ngorlatalb 1ea�mshow.,drrwaN9c1. ,:�9�E wtss e'�f` responsibility of bul4bg designer. 3.Irlrtrtpuaocuts sh90.i lateral 0.Nol®dahon/tl be ate ens teary Component mil aaea%:arig and a Irolaltetion o1 51 the reePorwlbBaY Olga reryadbemMCM. { !-- 'G• F` SEQ.: 6101892 faderentoe wnp:teendenamn..ou&orlaedegnawman s Designaaeaneabw.aretobereed:anonaanaeiveenviron en, ?' i' P TRANS ID: 411471 da&gn loads be applied to any component &and are tor ceamo�of use. `Q } o 5.CompulelS has no control over all 44Sa8o no responsibility Magn..ag beadrgat Nil Shan or welge N /�t j8+, 11111111111111111111111 '�'NI1I��II ''Mnlf1f,'m,'�I�I NN��II `F 'u'HII lab:brio.handling.shipment and"installation of components. 7 Design easunesMepuela drainage-pmvyey ql Y ��I�Illul I11,1III�I IWIII��IIu��I 6.Thkdetlpnefumwl70.of vetch tirtllatlew sat forth by aPlates 0.oakshall lie loot�an bcth teres ofbuo,aM pla2dwiMrcer�r .` TP/1/SMA In SCSI,copes of vetch will be emished upon request. Ix1ec ooNeke wiBniox4cener Mee. ' .-+*l 9.Ogssbstkate ith/e plateteiMee. 119/1/SMA USA,IRC./Cg111puTNa Software e7.6.6(1L}E 10.For baste conredorplate Sewn values see ESR-1311,ESR-1988(Welt) "f" 51398,.� /y4r c)..,'.�GISTE$' _� ` �SIQ?Vft:,ti`V EMIThis design prepared from computer input by PACIFIC LUMBER: LARRY M LUMBER SPECIFICATIONS 17-02-00 MONO HIP SETBACK 6-00-00 FROM END MALL TC: 204 OF 918BTR LOAD DURATION INCREASE=1.15(Non-Rep) IBC2012 MAX MEMBER 1 FORCES 4-R7=DF/-75).19 BC: 206 OF SS 1-2=( 0)109 2-7=�-4241 1039 8-7= -75) 194 MESS:254 OF STAND LOADING 2-3=1-1594 484 7-8=-495 1199 7-4= 0)310 LL=25 PSF Around Snow Pg) 4-2.1494 502 8.9=(-495 1199 7-5= -120 162 TC LATERAL SUPPORT<=12.0C.DON- TC UNIF LL( 50.0)♦DL( 14.0- 64.0 PLF (1122 426 8-5= 0))365 BC LATERAL SUPPORT<=12'0C.SON. 0( 0.0'TO 7'- 2.0'V 5-6=( -861 106 5-9=•-214)633 BC 217-294)LL( 0.0)iOL� 40.0)= 40.6 PLF D'- 0.0'TO 17'- 2.0'V NDTE:2x4 BRACING AT 24.00 UON FOR TC CONC LL( 28.0)dOL1 70,0)= 320.0 LBS @ B'- 0.0' BEARING MAD VERT MAX HORZ BOG REQUIRED BRO AREA ALL FLAT TOP CHORD AREAS NOT SHEATHED LOCATIONS REACTIONS REACTIONS SIZE SO.IN. (SP(ECI25 --------===---r---- LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL 17'- 2.0' -5800' 1 14760 100/ 20 OH 5.50' 2.38 DF(625) OVERHANGS: 18.0' 0.0' REOUIREMENFS OF IBC 2012 AND IPC 2012 NOT BEING MET. *•For hanger specs, -See approved plana BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD.TOP AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. VERTICAL DEFLECTION LIMITS:LL=1/240,TL=/180 Connector plate prefix desipnators: SAX LL DEFL=-0.011'@ -1'- 6.0' Allowed= 0.150' C,ON,C18)�C1118(or no prefix)=CoupuTrus, Inc VAX TL CREEP DEFL=-0.015'@ -1'- 6.0' Allowed= 0.200' Y,Y20H5,a18HS, 16=YiTek IR series MAX Ll DEFL=-0.035'@ 8'- 0.0' Allowed= 0.812' MAX TL CREEP DEFL=-0.070'@ 6'- 0.0' Allowed= 1.083' MAX HORIZ.LL DEFL=-0.009'@ 16'-10.5' YAX HORSZ.TL DEFL= 0.014'@ 18'-10.5' 5-11-11 11-02.05 1 systew andfcomponentslandlcladdingrcriterian a. 2-10-07 3-01-04 5-04-08 5-09-13 4 4 1'320# 14 Mind: 140 mph,h=21-eft,TCDL=4.2,BCDL=6.0 ASCE 7-10, 12 fAll Heights),Enclosed Cat.2,Exp.8, IMFRS(Dir), M-4x6 for Wind load duration f /- 10.00 Truss designed for wind loads M-3X10 U-1.5x3 in the plane of the truss only. eD 5 B -r, M-1.5x3 xn n 0 O 0 O b u7 0i11-4x4 �i *A •zi IL411 0 2'=' 7 3 ee g ,� T,,'`F4 PRQ/'LC'S 11-3x8 M-1.5x3 M-326 �C,` iG)INE Sr0' tppel 9211-.PF r' y y l 5-08-02 5-08-01 5-09-13 1 1 b *AMP' 1-06 17-02 l /' o. .17` OREGON a Ctt�,.. JOB NAME: TIMBERLAND LOT 8 TROY PARK - BH1 4' ` °� Scale: 0.3306 WARNINGS: GENERAL NOTES,weesoae,wteenoted: EXPIRES:12/31/2015 1.Battler and erttlion contractor s o,4d be advised of all General Nae. 1.This design klaae4 Only upon Me Parameters shrew and b loran individualTruss: BH1 eoetA iegsbeform,.msmncomnences. ,wn,component.Applcbldra/debgnpm,nete,aandproper 2.2x4 compression web bracing nut be Pedalled where Mown 4.. Incorporation of mrrparer4 N Me on,pwvLN ohneet5 balding ,, `r,VRRTLj DES. BY: LA 3 Addinorel temporary bvtlngm trues tabNy during m,am,rdbn ... Detgnawuneame lop and bonomaloNsm Iatersny eeofr et"ef FI. ,s the reapmclo,$yo/the erector.Adddpnal permanent bracing of cortizea artla110oc respeon plywokohxam,l Bvoagld/or drwNarpIryhby DATE: 10/31/2014 meovetee94 a.emine mepwrebNly ohms budding designer. 3,y,l P1OrWardu6deg`h'IrymN'�'mmi plywood eletNng(n.7 artbrdryvwll(BG). SC µ,As 9+ 1.No bed should be applied m any mnWret until sear ad taming and 4.IrelNaonofp,ea,s the;responsibiracing lity of reiyecawe 400ooranlaclor. P $,�� ,�.k�"r. 1YS, SEQ.: 6101893 radw,amammnmbeam.to WM uldany mdsgm.hexMen a xeaneno,mases..as,el.beruednamrKenaeooewnim,n,e4 O �. TRANS ID: 411471 d�1badsbeappe.dto any compoent ndarePe'Crycondemn.ofwe o S.CompuTnw hos no control over and assumes no rayons:lady for 5'Ga0Pl acuxrea Nl555"5I"5"cappwkalwn 55lmwwwlgen j /`� ' fabrication,handbg,ailment andlnrintion ofmmponwls. 7.Ogfpn asgmene eoedweagebmpv�d .f'- IIIIIIIIIIII�IIII�I��N�1N IIII aT>od�nMan�w�mdel �AMby ILPlattrstwgbebwedonbM Roes of bo artppbmdmtlea�.r TPUWfGn BGSI,capes of Mach vol be Witatl upon request. Area maeNe wah,aat centerin inches. S.Omits ndr�ate mgmenn tb.. f 51395 x Wink USA,InaA:ompuTrus Software t7.H.6(1L}E iG For bate mmenorpme design vales see ESM-1311,ESR-1988(M AIO Off, 'G75TE�� ,..�%NAL `' • • FANThis design prepared from computer input by PACIFIC LUMBER: LARRY M LUMBER SPECIFICATIONS TRUSS SPAN 2'- 0.0' IBC 2012 MAX MEMBER FORCES 4WR/GDF/Cq=1.00 TC: 204 OF W1&8711 LOAD DURATION INCREASE=7.15 1-2=( 0)109 2-5=(0)0 2-3=(-4S7)151 BC: 204 OF g1&8TH ( 1 WEBS:2x4 OF STAND SPACED 24.0'O.C. 2-�-143 S34 LOADING 9-4=( -83) 36 TC LATERAL SUPPORT<=12'0C.SON. LL(25.0)i0L( 7.0)ON TOP CHORD= 32.0 PSF BC LATERAL SUPPORT<=12'0C.SON. DL ON BOTTOM CHORD= 10.0 POP BEARING MAX VERT MAX HORZ BBS REQUIRED BRG AREA LETINS: 2-OD-00 2-00.00 TOTAL LOAD= 42.0 PRE LOCATIONS REACTIONS REACTIONS SIZE SO.IN. (SPECIES LL=25 PSF Ground Snow P O'- 0.0' -93/ 4164 -28/ UM 5.50' 0.67 SF(625 OVERHANGS: 18.0' 0.0' (g) 1'- 9.2' 0/ 18V 0/ OH 5.50' 0.03 DF(625 LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL 1-11'7' -96/ 46V 0/ OH 1.50' 0.07 DF(625 Connector plate prefix desi maters: REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING YET. C,CN C18 CN18(or no prefi -CwpuTrus, Inc MOND 7•p g 99 k d (,5 psfl ypl ft at 24 spaefno.l N,U26H3,1118A8,Mi6=MiTek series BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD.TOP AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. VERTICAL DEFLECTION LIMITS:LL=L/240,714/180 1-11 11MAX LL DEFL=-0.011'@ -1'. 6.0' Allowed= 0.150' f WAX TL CREEP DEFL=-0.015'@ -1'- 6.0' Allowed= 0.200' 1 M VAX TLCREEP DEFL= 0.004'@ 1'- 5.4' Allowed= 0.072' 12 i O.OD MAX HORIZ.LL DEFL=.0.004'@ 1'-10.9' MAX HORIZ.TL DEFL=-0.005'@ 1'-10.9' Design conforms to wain windforce-resisting ,- system and components and cladding criteria. y M-3X4 Wind: 140 mph,h=20.2ft,TCDL=4.2,BCOL=6.0 ASCE 7-101 (All Heights),Enclosed,Cat.2, Exp.B, MWFRS(Dir), load duration factor-1.6 '' Truss designed for wind loads in the plane of the truss only. N A O O N O go O O le O /14 5►1 '!-4x4 A- (.. .,0) PR ��ED( �Offi�,� 1 1 1 (5.• ANO, 1I i,, 1-06 2-00 4, ,�f3((!, (PROVIDE FOII RFAEIIIE:It 5 dI r�2 'Y'E 41` Alle 4 cr , ,p_OREGON ,,,,Z/4 70 .-a/'14, -Cr Q`1- JOB NAME: TIMBERLAND LOT 8 TROY PARK - SJ1 • RAiL\- Scale: 0.6816 WARNINGS: GENERAL NOTES•mien ol uv,Mr noted: EXPIRES:12/31/2015 Truss SJ1 1.E�manderemencomaeararwlabeadvised maeGenewNao v Twdesign:bawd only wonthe poems.,shown end amranmswad 22namlrecberore mmm'monoenmercea, bwmvcomanlwra.MWr+bunraa®gnpeanwterrtl r4 compree&anxab Gc,wlp mrA be Esteem wlr clown t. Design denmmnponent lathe of dnipr,ac DES. Y. LA a Amlmrwlbmawarye bracing Additional mop during construction 2.2De gnassmesthetopandbasa,r to a 141,V:" L. bow mepaameay of me rector.Mtlltlonal permanrd bracing of vesper.*Wen braced teralchate thee length try DATE: 10/31/2014 the eve,. 3m2,"mi016eb�1°'aaaonaaplxweodaewmm,g�rclanaoraryw.n c1. 4 No mad should be applied rorrywnporese adS BaOaall In'��dOroor0,e e..ing y uimdMweahowne♦ 11/ �F WASp�4,,-, SEQ.: 6101894 Now ew &acing and 4.b.elruonafm,armentspreroaeyormereaped.,crn,ctor. F t r complete and at m else shoWd any loads greater than 5.Derv,assumes Cusses are to be use in a noncom.a environment, Q T # .''`'/+ TRANS ID: 411471 deete mons be apamro,,,,, rw,d. and as lordly •of use. 5.CompuTns has no coned maraud mama re r lily frt. 6. ereeesfwl baehV atanaupp nodded n.Shimr wedge if ) ' 1., TRANS fabrication haudNrp.slimdeANed and installation arrA„POrwr4. 7,tape ryon,anelo uatedraimgele need. rd'/ //� � . 1�IIIIIIII111111IIIIIIIIIIIIIIIhi�l1 E "in pi to u d a.Rebel Nies.le provided. w r=te MTek USA Ins/ConpuTrus Software 7.6.6(1L)-E 1U.FFor�baiaudemn datedeemaws �,`-` 1I p eeipnvalueseon ESR-1511,CSR-199E(AETekJ 'Ii ,f. 5139i� � � G.h �GfSTE'AF' 4,, %.,... At.f' U 111111111 This design prepared from computer input by PACIFIC LUMBER: LARRY M LUMBER SPECIFICATIONS TRUSS SPAN 17'- 2.0' TC: 204 OF#155TR INC=2012 MAX MEMBER11FORCES1 ) 4WR3-100(.71)00 BC: 206 DF SS LOAD DURATION I24R0ASE 1 1.15 1-3= 0 339 2-11=-175)506 0-10=(-70) 19 WEBS:2x4 DF STAND SPACED 24.0'0.1. 2-3=�-827 331 10-71=�-115)504 10-4=( 0)210 LOADING 3-4=-713 340 11-9=-7881 531 10-7=-69 72 TC LATERAL SUPPORT c 12'OC.UON. LL(25.0)vOL( 7.0)ON TOP CHORD= 32.0 PSF 4.7= 0 0 7-11= 86 207 BC LATERAL SUPPORT<=12'01.UON. 4-7=-505 304 11-8=-B4 177 DL ON BOTTOM CHORD= 10.0 PSF 6-7= 0 0 TOTAL LOAD= 42.0 PSF 7-8=-717 350 NOTE:2x4 BRACING AT 24'OC ION. FOR B-9=-831 345 LL=25 PSF Ground Snow(Pg) ALL FLAT TOP CHORD AREAS NOT SHEATHED =====--====,-----=-----------====-----=---== LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL BEARING VAX VERT MAX HORZ BAG REQUIRED BRG AREA OVERHANGS: 18.0' 0,0' REQUIREMENTS OF IBC 2012 AND INC 2012 NOT BEING YET. LOCATIONS REACTIONS REACTIONS SIZE SO.IN. (SPECIES) BOTTOM CHORD CHECKED FOR 1GPSF LIVE LOAD.TOP 0'- 0.0' -226/ 906V -120/ 133H 5.50' 1.45 OF(625) •a For hanger specs. -See approved plans 17'- 2.0' -155/ 7201( 0/ OH 5.50' 1.15 OF 625) ANO BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. Connector plate prefix designators: C,CN 118 CN18(or no prefix)= nus,Inc - C CCCS,1118HS, 16=MiTek YT series 'VERTICAL DEFLECTION LIMITS:LL=L/240,TL=L/180 MAX LL DEFL=-0.011'@ -1'- 6.0' Allowed= 0.150' MAX TL CREEP DEFL=-0.015'@ -1'- 6.0' Allowed= 0.200' 7-11-11 -02-1 7-11-11 MAX LL DEFL= 0.027'@ 6'- 0.0' Allowed= 0.812' .� MAX TL CREEP DEFL=-0.037'@ 11'- 2.0' Allowed= 1.083' 2-10-07 2-11-07 2-01-13 1-02-14 2-01-13 2-11-07 2-10-07 MAX HORIZ.LL DEFL= 0.004'@ 1n'- 8.5' 1' 1MAX HORIZ.TL DEFL= 0.006'@ 16'- 8.5' f 12 5 e 12 Design conforws to wain windforce-resisting 10.00 N10.00 system and cosponents and cladding criteria. Wind:140 mght h=22.7ft,TCOL=4.2,8COL=B.0 ASCE 7-10r Y-406 Y-5X6 tAll Heights),Enclosed Cat.2,Ezp.�, YWFgS(Dir), load duration factor-7.� Truss designed for wind loads in the plane of the truss only. 441( 1111=111111111111110t0 M-1.5x3 N-1.5x3 9 41 m M-304 M-3x4 no �� ,,, P R 0/.-e: 2... 15 11 •9'411 0,.. 1 6. M-306 II-8x4 tiG(NE �� 4C, fD/!�//i n 2 -yPE ' l y y J. 0`y 5-08-02 5-11-07 5-06-06 1. 1 06 1 17-02 Y r'`'!e' atm' �"..L �i OREGON\A 414/ .0 -q1(14. 24 4 JOB NAME: TIMBERLAND LOT 8 TROY PARK - AH2 '11./3a10-v Scale: 0.3123 WARNINGS: GENERAL TOWER unless ommw:enoted EXPiREI:1213172015 1.BAlder and erection contractor stood be adored OW General Noes 1.This design b Eased only upon the paewn a shown and b for anAdivid a dw.rn Truss: AH2 aw6n.berola...5.edenernn.noea wed:arormrlreApmlesEokrmdastgnprrnebl.andPropar 2.2s4 compression web boring must be installed where show.. poshbn ofcrnpun.M AO.tWwW Ay WAR WilAnOdpPyr DES. By: LA 3.Addmorol s•newrymastng to hose stebMdy during mmrwmon Zoesgns..umeqa.copra bosom c.d"....etrany Eoa.e t. U brio oapomW1110 Oliva erector.Addebnel pamor.M bracing 2'oo..rtla[la ac ospetlheh'Wnatrretl ClmuMMri6.4lmgmM ' DATE: 10/31/2014 thewaranWrowsebmerespor.miHyofthemxmwgdesigr.r. a a.lw `'PaMWV%wWemimnlyawal awan' °whee.5wen••m�ncecl ae9 � WnSgt `L3 j, 4.No load should be spoiled many mrrpsro ew N.nenan boating ares 41roaMUgn of truss Hew rnpor.Ibllly still req.ctivecorBaM. SEQ.: 6101895 fasteners are complete and at no time should any bads wester den 5.Despr..wme.Euess are to be used Manr,conotiwe.mma,mere, V^P �4 "'„: G� r TRANS ID: 411471 de.a.loads beapplied to any e.n.ed nett B n ons.e"nskA roorwee. H ` ( o S.ConpuTno cos no conal over.a=wines ro aesmes M boa at aneuppab shown.Shim or //!/ _ '� 6 This kha shipment and hoaaenn ofe.n,bycomponents. 7.Design sassu es adequate drainage. vba fi `Y II�IINaII�iiI111111 N�IIIIIII11I TPNNICA8,BCM, esjestto We heillbe(ro.dnyonr a ImesPlates coincide�besArOarterliw �®..�pa�p�.w�b mgeswwnidrwin be(wished open requet a Mfpraw orbs. ".- y 1T 4, Mitek USA Ine/ConpuTrus Software+7.6.6(1L)-E 10.For bask connector plate derplvalessee ESR-1311,ESR-19n8(WWTod A. 5134$ n S+ °,� twsztv� p�-... dS`!l ALlri"u • II 111111/11 This design prepared from computer input by PACIFIC LUMBER: LARRY M LUBBER SPECIFICATIONS 17-02-00 HIP SETBACK 6-00-00 FROM END WALL IC 2012 MAX YE8BER FORCES 4NRIGDFICgq=1.00 TC: 204 OF 216610: LOAD DURATION INCREASE=1.15(Non-Re 1-2=( 0)109 2-8=(-290) 1071 3-8=4-63 203 204 DF 2400E{'2P) 1 1 BC: 2x6 DF SS LOADING 2-3=-1642 462 8.9=(-277 1159 8-4= OI 294 WEBS:2x4 OF STAND LL=25 PSF Ground Snow(Pg) 9-4=(-1542 479 9-7=(-293) 1078 8-2..71-11)) 61 TC UNIF LL) 50.0+DL 14.0))+IL 28.0)= 84.0 PLF N'- 0.0'TO 6'- 0.0'V 4-6=-1544 411 9- 273 TC LATERAL SUPPORT r=12'0C.UON. TC UNIF LL C UNIF LLI 750.0+DL� 14.0)= 164.0 PLF 1'- 2.0'TO 17'- 2.0•y 5-6=-1544 492 9-6=i-77 173 C LATERAL SUPPORT 00=12'OC.UON. TC UNIF LL 50.0+DL 18.0= 64.0 PLF 11'- 2.0'TO II'- 2.0'V 6-7=-1647 475 NOTE:2x4 BRACING AT 24'0C UON.FOR TC CONC LL 250.D+OL 70.0= 320,0 LOS @ 6'- 0.0• BEARING NAB VERT MAX HORZ BRG REQUIRED ORB AREA ALL FLAT TOP CHORD MEAS NOT SHEATHED IC CONC LLl 250.0+DL� 70.01= 320.0 LBS @ 11'- 2.0' LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPF ECIES) - -_�__= 17'- 2.0' -3301 13770 -1101 790H 5.50' 2.20 OOF(625) OVERHANGS: 18.0' 0.0' REMIIIED STORAGE IBC �LINDUE C 2012 NOT BEING MET. For hanger specs. -See approved plans )CMS 2•�1e;M k k d t�3f�D f) 1'ft t 94 pgry00y� BOTTOtl CHORD CHECKED FOR 10PSF LIVE LOAD.TOP VVERTICAL DEFLECTION LIYITS:LL=L/240,TL=LfiBD Connector plate prefix designators: MAXTL AND 851108 CHORD LIVE LOADS ACT NON-CONCURRENTLY, MAX LL DEFL=-0.011'@ -1'- 6.0' Allowed= 0.150' CCN C18)�CN18 for no prefizl=CompuTrus,Inc CREEP DEFL=-0.015'@ -1'- 8.0' Allowed= 0.200' Y,Y2l95,m1 BHS, 16=NoTek Y1 series MAX LL DEFL=-0.044'@ 6'- 0.0' Allowed= 0.612' MAX TL CREEP DEFL=-0.080'@ 8'- 0.0' Allowed= 1.089• VAX HORIZ.LL DEFL= 0.008'@ 16'- 8.5• MAX HORIZ.TL DEFL= 0.014•@ i6'- 8.5• 5-11-11 5-02-10 5-11-11 4 4' Design conforms to wain windforce-resisting 2-10-07 3-01-04 5-04-07 2-11-07 2-10-07 systew and components and cladding criteria. 12 3204 �'�g20# •( '( Wind: 140■h1 h=21.8ft,TCDL=4.2 BCOL=6.D ASCE 7-101 M-4x6 12 (All duration'factor=l.6 Ca�.2,Exp.8, YWFRB(Dtr), 10.00 M-5X6 10.00 Truss designed for wind loads in the plane of the truss only. /1---- O 4� II-1.5x3 0 A O 4x4 oEs :II; ao � � 4 PRQ Y-3x4 h c ��‹�� fG��!t ��i0 y y `r -92• PE gr 5-08-02 5-11-07 y 5-06-06 y L 1-U6 y 17-02 y .rr r► -, iippw. _. -7OREGON lire �1 /}' /4. 2-° p� JOB NAME: TIMBERLAND LOT 8 TROY PARK - AH1 r4.6RRIV-\-�, Scale: 0.3273 WARNINO5. GENERALNOTES'imams otherwise noted: EXPIRES:12/31)2015 Truss AH1 1.av amwrwa�ne.rwmrwownwadw.edelalGenwyWmes 1.lWod wam®doryuponn.p«.r�shamend:bran:rd,ma 23Warnings,before combustion comms. Wallop component.ApPMnbildy of 4 compremmn nab bradop ma b H35emd where shown+. bncmPamen of mnWarent is the ea+4rwnaPN«yya�me0wa �pmpMe.r e DES, BY: LA 3 MdOrede bmpm«ybrnehplo bmmegab9dydrdngwmaotl on 2 De.anauwre.aelop end 000omdeNe bDefhkny5m®aaF '� mtle.meponWPgofdexeCor AeemmaPemamentbrxkeof 7o.e.aau1Vo.e red cloeh mdse.braced tla0Whont tle6WMgN DATE: 10/31/2014 meawmau.aaie.l.a,amep«wm'eh•aurbaeawdaawnar 3 y�'ffi"°'re•^Bemmaeumrodswree redeg,Rm) cce,rym act. A Noload shuld be applied m any component unfasten all hrw10 of50. stherematlrereq ft he wlwre.ve coma SEQ.: 6101896 ba.nemarecompneand erwwneshmaeany lom. brag d A Demuemnarw.ssesar tote used in Asian ands be greats-than 6.Design wa�aawesam rob.cw lnemm environment, ::-::::zt,n,14,;:":::-5-147f4Z-.:015,TRANS ID• 411471 no conolm corerassu(. nd•remrveyen ioerof wa S�rrmatrneleamng,ali entand mora.pon.mwyr«d,a a sa•unaaanbaame.lmuwppmmanawm.sl:m«w<da.N 2mbecallon,r na.w+pmma wnd immma6m,of aarr4ionents, 7oep yead.ar.mdmulwe(n if ~.4 IInI11I11111III1INI�IIaI I I11I d.Tm.demanmhmmdedsubject sofwhihwalbeber banished upon 1 Pr Tenni be dons , o► mdpb�daoda center iTek USA,A m eesL mp..aceo oftwar ed wan re4um. epee coincide with joint center fines. 'e T M 0l indi'aaeimeoi plate in aches. MiTek lnc/CompuTnls SoAwere 7.6.6(1L)-E 10 For twin connector plate design values n«ESR-1311,ESR-10138 '$ 51348 qk 'S70NA1.'r.,- MINIThis design prepared from computer input by PACIFIC LUMBER: LARRY M LUMBER SPECIFICATIONS TRUSS SPAN 6'- 0.0' IBC 2012 MAX MEMBER FORCES 4WR/GDF/Cq=1.00 TC: 204 OF 416278 LOAD DURATION INCREASE=1.15 1-2=( 0)109 2-5=0 BC: 204 DF Wl&BTA SPACED 24.0.O.C. ()0 2-3=(-437)151 WEBS:204 OF STAND 2-3=(-1431 334 LOADING 3-4=(-83) 39 7C LATERAL SUPPORT 0=12'0C.UON. LL(25.0)001( 7.0)ON TOP CHORD= 32.0 PSF BC LATERAL SUPPORT<=12'0C.UON, DL ON BOTTOM CHORD= 10.0 POE BEARING MAX VERT MAX HORZ SRO REQUIRED BRG AREA LETINS: 2-00-00 2-00-00 TOTAL LOAD= 42.0 PSF LOCATIONS REACTIONS REACTIONS SIZE SO,IN. (SPECIES))) LL=25 PSF Ground Snow(Pg) 0'- 0.0' -69/ 458V -28/ 106H 5.50' 0.73 OF(625 OVERHANGS: 18.0' 0,0' 1'-10.9' -115/ 68V 0/ OH 1.50' 0.11 OF((625 LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL 6'- OCT. 0/ 58V 0/ OH 5.50' 0.09 OF 625 Connector plate prefix des:gnators: REQUIREMENTS OF INC 2012 AND IRC 2012 NOT BEING NET. C,CN C18,CN18(or no prefix)=CowpuTrus, Inc U,820HS,M18HS,16=MiTek VT series BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD.TOP AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. MAXLL L DEFLECTION LIMITS:LL=L/240,TL=LI180 MAX LL DEFL=-0.011'@ -1'- 6.0' Allowed= 0.150' MAX TL CREEP DEFL=-0.015'@ -1'- 6.0' Allowed= 0.200' MAX 1L DEFL= 0.003'@ 1'- 5.4' Allowed= 0.070' MAX TL CREEP DEFL= 0.004'@ 1'- 5.4' Allowed= 0.093' 1.11-11 MAX LL DEFL= 0.000'@ 0'- 0.0' Allowed= 0.178' T I MAX BC PANEL TL/EFL=-0.053'@ 3'- 1.4' Allowed= 0.339' 12 MAX HOAR.LL DEFL=-0.004'@ 1'-10.9' 10.00 MAX HDRIZ.TL DEFL=-0.005'6 i'-10.9' Design and coos to Gain d chance-resisting f systew and components and cladding criteria. M-314 Wind:140 wphl h=20.2fi,TCDL=4.2,BCDL=6,0 ASCE 7-10, (All Heights),Enclosed Cat.2,Exp.1, MWFRS(Dir), load duration factor=1.6 �) Truss designed for wind loads (t. in the plane of the truss only. cm O A f N O OMB G O ellg f- 21thr-� .15 11-404 f ��R1 D r ROFFss ,2::'-'• <,C,I N E f- 1 4/ /Q/1//l. ' 1-06 PROVIDE FULL BEARING:Jts:2,4,5I 6-00 2 _,��+��i ,mgr .. 1 may,, OREGON , ted iC 44' 14, 2II�,+r JOB NAME: TIMBERLAND LOT 8 TROY PARK - J1 ' R_ )t� Scale:0,6405 WARNINGS: oepeeALNOTES,warsemendafneba: EXPIRES:12/31/2615 1.Builder and erection contractor should be advised of YC S Notee 1.This design Is hosed prix upon thapansmten shown and's for en individualTruss: J1 sed wammMe before construction commences. building comment.Appicabluy of design parameters and proper 2 ..Q�pp 204 emmwwafor,web bracing muff be installed Ea ed where shownmo. eten 0 componert is thereneeruadMy or Be building designer. t11>✓'�" ''�e DES. BY LA a Arid..temporary bracing to Mme stab.,dicing construction a(ewnsus.nil.to cow em boxewA embe'Merea/braced stlhe resporolbA6y of the erector.Additiwelpxmanan1 bracing of Yoe.and at l8 ob.respectively mien braced throughout then length by confirm.sheathing etch DATE: 10/31/2014 meoverall sbWuekMereepmNbi6yofthe bultlingdedener. 3 u bridging Glenem®brplregmmd"Dwwre ehorre=;mwyecl a�9 oftYq�K� J 4.No ladahma be applied to any component until alar.bracing am 4.Irebaetlon of in=le themsponawyoftlo SEQ.: 6101898 Monen atacompMeand atnotime ehmidany hedaerater6en a Designa.motrussesareInbeusedian .ennso,o'rt, O� ,' TRANS ID: 411471 °B8®"Mdsbea°a"dlo and are""'dry condition- 5.comp,„55n handling, 5,,er amco a rooapgae,N,Turtle 6.Design assumesfN Fat a6 supports shown.Shim orwedge n 1�� p'Z ��In�aMpp�' IHHI''I��IMnI1I fabrication,H 5,ng,shipment amb9a9Ybn of components. 7.Desgn asamasedtate my / IIIIIII II�IIMII��IIIA 1,11,1,1 4N1 6.This design is MnuhoE subject to the timAEons eat forth by &Pial shwa be/mateed onboth needbas of num,ant placed oro their center e f - TPVWn)A in RCS!,copies of which MS be furnished upon request. Icescol,cida wee joint Dater Mus. MTek USA,inc./Co & wbmesire otpfae n inches. 111pdTNe Software 7.8-6(1L}E 10.For basicmmeWrplate design vales se ESR-1311,ESR-1998 DORIC �, SI348 .n -,., �'tA RG/SI6B' ��k..-.. S`YIONAL V,'°'G , r 1 l 101111This design prepared from computer input by PACIFIC LUMBER: LARRY Y LUBBER SPECIFICATIONS TC: 2x4 DF TR TRUSS SPAN 7'-11.7' BC: 2x4 OF N18BTR LOAD DURATION INCREASE=1.15 IBC 2012 MAX MEMBER FORCES 42-3=)-/Cq=1.00 BC: 2x4 OF STAND SPACED 24.0'0.C. 2-3=� O)109 2-8=(0)0 2-3=(-438J 246 3-3=-282)))334 TC LATERAL SUPPORT c=12'OC.UON. LOADING 3-4---(-285 239 BC LATERAL SUPPORT c=12'0C.UON. LL(25.0).01( 7.0)ON TOP CHORD= 32.0 PSF 4-5= -98 46 OL ON BOTTOM CHORD= 10.0 PSF LETINS: 2-00-00 2-00-00 TOTAL LOAD= 42.0 PSF BEARING MAX VERT MAX HORZ BHG REQUIRED BRG AREA OVERHANGS: 0.0' 0.0' LL=25 PSF Ground Snow(Pg) LOCATIONS REACTIONS REACTIONS SIZE SO.IN. (SPECIES) 0.- 9.2' •10/ 4585 -94/ 265H 5.50' 0.09 OF(625) Connector plate prefix des�'pnators: LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL 5'- 1.2' 0/ 870 0/ OH 1.50' 0.49 OF((625? C,CN C18 CN18/or no prefix)=CoepuTrus, Inc REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING BET. �,-11.x, -273/ 3870 0/ OH 1.50' 0.49 OF(625) g,CN HS,VISHS,B16=opTek YT series -27/ 28Y 0/ OH 1.50' 0.04 DF(625) BOTTOM CHORD CHECKED FOR IOPSF LIVE LOAD,TOP AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. ICONO-.--2I-Da_'g h k d f all M f1 1'H t py_spay____ 7-11-11 VERTICAL DEFLECTION LIMITS:LL=L/240,11=1/180 MAX TL MAXCREEP I DEFL=-0.011'DEFL= @ -1'- 6.0' Allowed= 0.150' -0y MAX LL DEFL= 0.110'@ -1.- '- 5.4 ' Allowed= 0.254' MAX TL CREEP DEFL=-0.107'@ 1'- 5.4' Allowed= 0.339' (IMAX TL CREEP DEFL=-0.001'@ 0'- 0.0' Allowed= 0.123' MAX HORIZ. LL DEFL..•0.083'@ 5'-11.2' MAX HORIZ.TL DEFL.-0.080'@ 5'-11.2' 12 Design conforms to main eindforce-resisting systee and components and cladding criteria. 10.00 16 Bind:140 a h,h=22.7ft,TCDL=4.2,8C0L=6.0 ASCE 7-10, /All Heights),Enclosed Cat.2,Exp.B, MNFRS(Dir), load duration factor=1.� Truss designed for wind loads in the plane of the truss only. N as- as r) O O n m M-5x6 111* CO 0 �� o m 2' M-aero 6.. 445..p PROFFS Zuc'\`o 0/37/ dip b y '920 PE p� 1" 1-06 6-00 y 1-11-11 •roc.-..411#41.7 9/J y4- R?GAEGQP3 d�, 441"14, 2Q��;� JOB NAME: TIMBERLAND LOT 8 TROY PARK - J4 ? ( � Scale:0.4018 mamas: GENERAL NOTES,unless otherwise noted: 1.BaMinims deramemmencomamo..mi4d beadd.edofanGeneral Notes 1.naadlonIwm«+ywmnaw,amr„as,wm.m.A»m:mmam EXPIRES:12/31,'2015 Truss: J4 z and f==x ionsmon,,oee. a,AanemneenertApaameeiyofdes noaoaw�sandproper 2.sMd00,rO bracing wase be installed ahem a n... mm,poraran of DES. BY: LA temporary toinuremmNlyduring co combustion z Deafen serums odb bottom darambelaerallyb the °aracedd;fir"'- .9 ewe,esponaPouarofineeredm.Adammlpanmmid T. .andaelaa.c. length RILL DATE: 10/31/2014 the the nrinevwuewne °1°"°01 continuous braced whoana man g�, meWwaBYmy of the 6Ndhp designer. 3.aipaQb orthe,al 0ired where)own dry9(60), 4""S)40 WA$ it q�T 4.Nobarsare d 6saltoen rownponma udnherehbracwpnd 5.hepnadm sites bee ,o So d required eno • TRSEQ.: 6101899rade an wmgaroada mama.mm.mw.a.ea.eerm.w 6.weds aenpesm..en'on°b. m:°na�pec6wow.e .00.d, t vG �' ANS ID: 411471 deignloads beap iedmanycomeem. n,dnafnb mdse. s.Deng leg, pd.no to lmwaesnoretion of monelta yform's. a osegna.s wgeneeespnnord.d .sfmw0r.wgeH y ,F'''' -4 7.This design Is fumitlied to the!irritations sat forth ecesof 9 .1e/ _ so their carder ' ' IIIIINIIININIHIIUIIII�IINllllullnl M TPUVYRAmBa subject 5 Rwa 6(7 writ be furnished irion�� q�For 'connecplateor pbrbe design esvalusall be loaded on both faces e6ee�eESR-13and p ESR -1311. t MRek USA,Ionico 9.Digits vmede ace Iplaee In Inches. .4 X139$ 9 'F'G'IsiSik-� tyk , t • INIIIIIIIHI This design prepared from computer input by YI:1"8 SPECIFICATIONS PACIFIC LUMBER: LARRY M TC: 2x4 DF 818BTR TRUSS SPAN 6'- D.0' BC: 2x4 DF 818BTR LOAD DURATION INCREASE=1.15 IBC 2012 MAX MEMBER FORCES 4WH/GDF/Cy=1.00 WEBS:2z4 DF STAND SPACED 24.0'O.C. 7-2'- 8 109 2-5=(0)0 2-3=(-446)138 TC LATERAL SUPPORT,._=12'OC. UON, 2.3=�-118 S29 BC LATERAL SUPPORT 12'OC.UON. LL(25.0)nDL( 7.0)6 ON TOP CHORD= 32.0 PSF 3-4=1-164) 130 DL ON BOTTOM CHORD= 10.0 PSF LETINS: 2-00-00 2-DO-00 TOTAL LOAD= 42.0 PSF BEARING MAX VERT MAX HORZ BRG REQUIRED BRG AREA LOCATIONS REACTIONS 760 REACTIONS SIZE SQ.IN. (SPECIES OVERHANGS: 18.0' 0.0' LL=25 PSF Ground Snow(Pg) 0'- 0.0' -34/ 476V -72/ 2100 5.50' 0.76 IF(625) 5'' 9.2' 0/ SBE 0/ OH 5.50' 0.09 OF It 625 Connector plate prefix designators: LIMITED STORAGE DOES NOT APPLY OSE TO TOE SPATIAL 5'.11.7' -124/ i8N 0/ OH 1.50' 0.30 DF 825 CIN 118 CN18(or no prefix);-.4:2'T"'' CawpuTrus, Inc REQUIREMENTS OF INC 2012 AND IRC 2012 NOT BEING NET. C,nnectorDNS,Y7fi=ix da YT series ICNS 2•Dn �" a tl ft a si s.1 BDTTBOMOOHORDHCRDCKVELO1DOSFTLNDEN-CN,URTTLY. VERTICAL DEFLECTION LIMITS:LL=L/240, 80 5-11-11 MAX LL DER.=-0.011'@ •1'. 6.0' Allowed= 0.150' MAX TL CREEP DEFL=-0.015'@ -1'. 6.0' Allowed= 0.200' I MAX TL CREEP DEFL=-0.146'p 1'- 5.4' Allowed= 0.254' y 5.4' Allowed= 0.339' MNAHORIZ.LLL DEF =-0.113'@ 5'-10.9' 0 Dysie confowpotnwaindwinlforercrsitstina .1p 10.00 Wind: 140 mph,h=21.8ft,TCD1=4.2 BCDL=6.0 ASCE 7-10 (All Heights),Enclosed,Cai.2, Exp.B, UWFRS(Dir), load duration factor=1.6 Truss designed for wind loads in the plane of the truss only. ce so O n n O oO M-3x4 �.o ,* co o d ee 5�.. y M-4x4 - �gd PROF, c, b J. (,(\� 92f/` / - 1-06 6-00 'PROVIDE FULL BEAAING:Jtr 2.5.41 .+ 211111 40 -of ft YLIr OREGON 1x '44,, JOB NAME: TIMBERLAND LOT 8 TROY PARK - J3 '.0. -1k.14, � � � EAR3L�- � 416 WARNINGS: Scale:0.4738 1.&a7deres erection cenbarbrMmWd be advised a.uc General Naha GENERAL NOTES:aleataawnNm hotel Truss: J3 and Warningsbeton.wnaudiencoinme,cee unnnw,4Anyuatad.we, ea, ,��,Weasel EXPIRES:1t'31iL�15 22e4aunpaeaion wee teang mq be instead whete Mown.. building ornament Apptlrcomponents the of design parameters and proper DES. BY: LA aAdamwaltempormyon,d,wrow+weatabVydudnacoansAAn 2�leave 1n awaamMaeWaltbwg _ Is the respo,wOrWy of the erecter.Additional permanent 2'oc and at td o.a�mci boaem tlwdsbd thmu heut y . DATE: 10/31/2014 the o�....naow,aesthe hemsasANyonaw6,e. br'd'°of W us aril*,such es Myuntea,e�edm,o,and/orarta(muy ,iLA6 4.NO lw,.B 04sbeappthe re inswing designer. a aimpe4 Witting or WongbracingOOtl�aro(ttshosm• Bcl. 9 SEQ.: 6101900 an000WnedutsOnseaateadnpmM 4.nwaaenprm.ssOn p a�on5,e contractor. 4:>''��• �oFw9`¢\ TRANS ID: 411471 "asbeap181a nycompo en wmryi,w,an.gO.n 5.Sodam.oumy:nuditkm.ofuse°aurm na nosree ne en, .t ,./.^-;r,' e. aaisnbman.cMtean component eedenr terrify duon'auae. F.�' Fyp n co,,,,..no award ov mM aemmsrm reaPm�Meikybtlie 6.Design assures RA bearing elan supports alrown.shin orwedge R IIIIIININIIIIHIIIIIINNIIIINg IHI EM ,o m ��°p �- x furnished For basis v+mr n9v«t. Nwamiax wmpwrt oenerr P I�� f _ TM/ARCA USA,Inc/Co a Digits amide e,incites. 3 tor plate a seeESR-1311•ESR-1988curreq �0 ,P 51398 v`t' `1`'IO.ALE'T� 11111111 This design prepared from computer input by PACIFIC LUMBER: LARRY M LUMBER SPECIFICATIONS TC: 204 DF ICBTR TRUSS SPAN 6'• 0.0' IBC 2012 MAX MEMBER FORCES 4WR/GDF/Cq=1.00 BC: 2z4 OF RIOBT11 LOAD DURATION INCREASE=1.75 1-2= 0)109 2-5= ) WEBS:2z4 DF STAND SPACED 24.0'O.C. ( (0)0 2-3=(-429 80 2-3=)-134)539 TC LATERAL SUPPORT r_12.00.UDN. LOADING 3-4=(-100) 86 BC LATERAL SUPPORT o 12'0C.UDN. LL(25.0).01( 7.0)ON TOP CHORD= 32.0 PBF DL ON BOTTOM CHORD= 10.0 PSF BEARING MAX VERT MAX HOHZ BAG REQUIRED BRO AREA LETINS: 2-00-00 2-00-00 TOTAL LOAD= 42.0 PSF LOCATIONS REACTIONS REACTIONS SIZE SO.IN. (SPECIESI LL=25 PSF Ground Snow(Pg) 0'- 0.0' 33V -50/ 15H 5.50' 0.70 OF 1625 OVERHANGS: 18.0' 0.0' 3'-10.9' -1132/2/ 13 3O V 0/ OH 1.50' 0.21 OF((625 LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL 0/ 58Y 0/ OH 5.50' 0.09 DF 625 Connector plate prefix efignators: REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING YET, C,CN HS, CN18(ar no prefix)-Coapries us, Inc I ONO n '0 h k d ye fl 1 ft t 2a o e_.....I Y,428HS,O18HS,Y16=NoTek YT series BOTTOM CHORD CHECKED FOR tSPSF LIVE LOAD.TOP ANO BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. VERTICAL DEFLECTION LIMITS:LL=6/240,TL=L/d B0 3.11-11 VAX LL DEFL=-0.011'@ -I'- 6.0' Allowed. 0.150' ,� MAX TL CREEP DEFL=-0.015'@ -1'- 6.0' Allowed. 0.200' �( VAX LL DEFL= 0.039'@ 1'- 5.4' Allowed= 0.170' MAX TL CREEP DEFL= 0.037'@ 1'- 5.4' Allowed. 0.226' 12 MAX LI DEFL= 0.000'@ 0'- 0.0' Allowed= 0.078' MAX TL CREEP DEFL. 0.000'@ 0'- 0.0' Allowed= 0.105' 10.00 1 Q MAX HORIZ. LL DEFL=-0.029'@ 3'-10.9' )� YAX HORIZ.TL DEFL=-0.029'@ 3'-10.9' Design conforms to wain windforce-resisting system and components and cladding criteria. Wind: 140 mph,h=21ft TCDL=4.2 BCOL=6.0,ASCE 7-10, (All Heights),Enclosed Cat.2,Exp.B, IFWFRS(Dir), load duration factor=l.'6 11-3x4- no Truss designed far wind loads in the plane of the truss only. 0 4- Fail,* on o o IMBE f 2.t ��5 -, M-4x4 f-- co''''. �D PRQFF.pS 1-06 IpRIOf INr• DIL BFnRi a ci 6-00 y -92i_ PE fit' OV Adie s it -74 A OREGON t k4, `'O -`y 14. 2a� '4 JOB NAME: TIMBERLAND LOT 8 TROY PARK - J2PILA, Scale:0.5899 1NAAMNG3: GENERAL NOTES,unless Wiavdye noted; Truss: J2 1.aBaamramer tionoonbacm.erordbeadwedofaG rte. 1.This desaniSued or+remnn.wra sMownacOaOcank ddw EXPIRES-12/31/2015 "I""bmsbakes construction commences. hiding component.Aplwmbadyofdawn penumbra and 2.214 comprassko web bracing mut be SWAMI were dram, kmnWralbn of DES. BY: LA I.Additional esmporarymacinamkwrsestabiBrdump wemrmon 2°�anasm4re. a maedsnAthe reeponskray el the br°�ab�ama k:ae reeposlb4ty push.erector.Addabmlrome tbreckM or 2'ae.and at 10. sN unless braced mreugmrne.terarn by : ThE uL DATE: 10/31/2014 the overall am�cbse'sBwwpawuNyormebummgdesigner. I2xI,r pact berating or pMwrequira an re>ewwauyww c). 4 �.q iip SED.: 6101901 4'No load should be to any ampomreraw.keraaaaokwand a bmaamncranes:man lOofthee 'be"""'tive J� �� '$Skt. mmpsoe an da rown.anord sMlmaswrest.than 5.oeakinnames trusses ae to be used ins men e .r , ' 't TRANS ID: 411471 dwgwklad.beappliedtoarwopmporw,d. ndern+.'aycondNpn•ofuse. �T „ 5.Camara has no control over and assures no rarp.yph'ly foram 6.M.40aw.reahw bshw.ad.apppnmavgahewdwn.3h'anmwedwe Htablicetion,handling,shipment ( :p I�1jf NN ,ryI'IIu' NN NN 6.This design iSCSI,copies of which MI be s furnished Subject to theamkabore Installation of�b 8 DP:gb_bms be budedon nornsice MS joint_bh/fso/bus,artl placed so Meir centerf� /ll`/ T II11111 III�I IIIIII�I'sl�ll�l I mon mitsel- Mire USA,$AfoI /Corn rains Software 78.fi)11)-A lS.Diras Indira*site Sob. fere plate to In see ESR-1311.ESR-1988(leTNd 'ed k 5Y]�3�8 4' 1 Off, 6GISTefi� �� "Y/GNAt.t`" 111111 This design prepared from computer input by PACIFIC LUMBER: LARRY M LUMBER SPECIFICATIONS TC: 2x4 OF 816BTR TRUSS SPAN 17'• 2.0' IBC 2012 VAX MEMBER FORCES 4WH/GDF/Cy=1.00 BC: 204 OF#16BTfl LOAD DURATION INCREASE=1.15 1-2= 0 108 2-9=-98 524 2-3=-1117 950 WEBS: 2x4 OF STAND SPACED 24.0.O.C. 2-3=-147 961 9-8=(-94�496 4-9=(-199 215 LOADING 3-4=-737 217 9.5=(-154 394 TC LATERAL SUPPORT c 12'01.VON. LL(25.0)40.( 7.0)ON TOP CHORD= 32.0 PSF 4-5=-602 208 9-6=(-203 214 BC LATERAL SUPPORT¢12'0C.UDR. DL ON BOTTOM CHORD= 10.0 PSF 5-6=-602 235 7-8=( -839 209 TOTAL LOAD= 42.0 PSF 6-131-7.7f 244 LETINS: 2-00-00 2-00.00 7- , 57 OVERHANGS: 18.0' 0.0' LL=25 PSF Ground Snow(Pg) LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL BEARING MAX VERT MAX HORZ BRG REQUIRED BAG AREA ••For hanger specs, -See approved plans LIMITED OF IBC 2012 AND IAC 2012 NOT BEING VET. LOCATIONS REACTIONS REACTIONS SIZE SO.IN. (SPECIES) Connector plate prefix designators: 0'- 0.0' -1581 7905V210 -1801 1950 5.50' 1.45 OF 625) C,CN C18 CN16(or no prefix)=CompuTrus, Inc BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD.TOP 17'- 2.0' -88/ 721V 0/ OH 5.50' 1.15 OF(625) N,U2OHS,VISHS,Y16=YiTek III series AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. I.DNh pv n..'gn h k d f t(s p f) 1'fr t 94�=5pac iTn.l 8-07 8-07 VERTICAL DEFLECTION LIMITS:LL=L/240,TL=L/180 '( fMAX LL DEFL=-0.011'@ -1'- 6.0' Allowed= 0.150' �1-07-10� 2-07-14 4-03-07 4-03-07 2-07-14 1-07-10 max n CREEP DEFL=-0.015'0 -1'- 6.0' Allowed= 0.200' fMAX LL DEFL=-0.039'@ 4'- 2.4' Allowed= 0.812' '( 12 -( T VAX TL CREEP DEFL=-0.079'@ 4'- 2.4' Allowed= 1.083' 7 12 MAX HORIZ.LL DEFL= 0.006'@ 16'- 8.5' 10.00 1111-4X4 N10.00 11AX HORIZ.TL DEFL= 0.010'@ 16'- 8.5' 45.,l Design conforms to wain windforce-resisting AN system and components and cladding criteria. Wind: 140 mphh=22.9ft,TCDL=4.2,BCDL=6.0 ASCE 7-10, 1All Heights),Enclosed Cat.2,Exp.B, YWFAS(Oar), load duration factor.l.� Truss designed for wind toads in the plane of the truss only. N-1.5x3 M-1.523 co Cu 0 m M-3x4 M-3x4 a 7� o o _ ., 10 ��o P(3pfi� M-4x4 M-3x8 =M-4x4 2 c NC0� ENGINE( C�/v y y ' ' mat., PE f Ate 8-07 8-07 +hi ► /� . b 1-06 y 88. 17-02 l 48N. OREGON �i 14, P4 JOB NAME: TIMBERLAND LOT 8 TROY PARK - A3 ' �s Scale: 0.3051 WARNINGS: GENERAL NOTES,mien olhrvdmoctet 20) 5 Truss: A3 1.Builder erend erection cord/actorWoAd be advised of ail Genes Notes 1.lets design le baaedmdy upon the parameters shown ands for an individual EXPIRES:12131,' 1 2 h4 mhws before rerwhWNon commence. bWdwreopened.AFpisebMy of dation madden and 9.Ammai.i IO"nw bracing oar be Metalled where ammo.. Design incorporation of �' �-4 DES. BY: LA wrwararrmea6Mma eobedydadrored.r.ran atoms component mWotstote oethanllyba "' te Ne reaponaardy of the erector.MEddonal permanent booing of 7os.and at tO on reapedivey unless bowed goegled WW length by DATE: 10/31/2014 Rw overall strumae la We nespowEewy or the Welding designer. a W l�yeliging or i pbwaeweadwred heresw,dm,dryw,fNBCI. 4.Ne Hedsleuld be applied to anyrsrrporen Lida after MI GaWrs and 4.Installation of trues.the respo�niilitydofe reaapreee6 contractor. 't4�(}k Wt5gt1 J,�A, SEQ.: 6101902 mm.roe'saonplateand atnoarewdaany weds gremrthen s.Design.wanresWeed are tobewed mena,kawmaeendnnned, C �, Rg TRANS ID: 411471 design Au/I be applied m any corona. and arefr'd,y condition-afue. 5.CobraTrus has no control over m,wawa re resporowmy sir de fi Dawn assures Aa'marina et ea suppppmmreh shown Shim or wedged T II1pf' l''IIMM'M'I'ryry'I''NN �HHN�I ,,11 IN,'I fi Oils Amigo wluwdaretl>vDl to the limitations bot fl Plates shell be locmimes ated Ilse. dos end Wooed so tisk'soler fabrication,WrAfing,shipment and installation of components. videdsir )//A e'_n O 1111II I �IW IMIII II I IwI1l I 1,N M178TM/YWCA k USA,IncicompuTNa Software 7�8 66((IL}E Wen oa9re#. coincide Willett center Ones 0 For Fn �ethalgn values wn ESR-1311.FSR-1988(MTO4 •p ( 1 5)303 «, pd', �'O/S1.6139 Eti . r e 111111111 This design prepared from computer input by PACIFIC LUMBER: LARRY M LUMBER SPECIFICATIONS TC: 214 OF TR TRUSS SPAN 24'- 5.8' INC 2012 VAX MEMBER FORCES 4WR/GDF/Cy-1 00 BC: 204 OF w1&BTR LOAD DURATION INCREASE=1.15 1-2- 0 109 2- -418 877 2-9=-1579 45 WEBS:204 OF STAND SPACED 24.0.O.C. ( i - ! ( ) 1- 8-12-(-992)318 2-3=(-148 378 9-10=-2758+776 4-9=( •218)224 BC LATERAL SUPPORT 5=12'0C.VON. LOADING SP 4-6 3-4=1.11611 -1061 311 11-12=11-12=.275 91 11�94 10-6 I -127 20)276 TC LATERAL SUPPORT<=12'OC.UON. LL(25.0)tDLI 7.0)ON INP CHORD= 32.0 PSF 111 DL ON BOTTOM CHORD= 10.0 PSF 6-7=(-398)259 6-11=1 -6971 210 _ TOTAL LOAD= 42.0 PSF 7-84-542)255 7-11= 20 130 NOTE:2x4 BRACING AT 24'0C UONFOR LL=25 PSP Ground Snow(Pp) 11-8= -188718 ALL FLAT TOP CHORD AREAS NOT SHEATHED z====-__-=_=-s'-- BOTTOM CHORD CHECKED FORA 20 PSF LIMITED STORAGEBION VAX VERT MAX WRZ BRG REQUIRED 800 AREA LIVE LOAD AT LOCATION(S)SPECIFIED BY IBC 2012. LOCATIONS'. .0 8/AC12210 REACTIONS SIZE 1,85 (FP(625 LETINS: 2-00-00 0-00-00 THE BOTTOM CHORD DEAD LOAD IS A MINIMUM OF 10 PSF. 4'• 5.8' -198/ 1015V -189/ WOH 5.50' 1.62 OF 6225)) OVERHANGS: 18.0' 0.0' 24'- 5.8' -133/ 1015V 0/ OH 5.50' 1.62 DF 625) OV For hanger specs. -See approved plans ICON g h k d fe t(�g f) ,lift t 24 on crnn.l Connector plate prefix designators: VERTICAL DEFLECTION LIMITS:.1 LL=LI240,TL=L/180 C,CN,CI8,CN18(or no prefix =CoopuTrua, IncYT MAX -1X LL DEFL=-0.011'@ '- 6.0' Allowed. 0.150' M,Y20NS,Y18HS,M16=NoTek series MAX TL CREEP DEFL=-0.015'@ -1'- 6.0' Allowed= 0.200' MAX LL DEFL=-0.066'@ 4'- 9.9' Allowed= 1.178' MAX TL CREEP DEFL=-0.137'@ 4'- 9.9' Allowed. 1.571' MAX HORIZ.LL DEFL= 0.014'@ 24'- 4.0' 9-11-11 10-08-10 3-09-07 MAX HORIZ.TL DEFL= 0.022'@ 24'• 4.0' 1-07-10 3-03-06 5-00-11 5-04-05 5-06-02 Design conforws tb wain windforce-resisting 4 1 1 1 1 3-07-10 4 systew and cowponents and cladding criteria. _ 12 Wind: 140 mph,M1=23.5ft,TCDL=4.2,BCOL4,O ASCE 7-10, 10.00 Y-4X6 12 (All Heights),Enclosed,Cat.2, Exp.9, YWFRS(Dir), II-318 6-4X6 N 10.00 load duration factor-t.6 Truss designed for wind loads �� in the plane of the truss only.pr .,.. ., ..1 - Y-3x4 M-1.5x3 0 O., d 1J-3x5ao 214-- ��va PROre SS' 2Y-4z4 11-3x8 0.25�° 11 .•12 y w /O/Vit/ ©' ' 8-5x6(S) Y-3x8 Y-1.5x3 92'IPE l 9-08.02 y 5-07-14 y 5-07-14 l 3-05-14 b I> " 1-06 24-05-12 l 4G, ryOREGON fit/ JOB NAME: TIMBERLAND LOT 8 TROY PARK - DH3 ' PPE-- Scale:0.2270 yARMNGSt i etxte,ame c m.aorahoewxaa norm General Notes GENERAL- NOTES,u wmwse� EXPIRES'12131.2015 Truss: DH3 and s,endabefore cmrameyoncommerce. anHg,,a..ma+rw,aths yordesgnara .,wrwreaadAuuHI 22,4 leading component N+Wksnmyaaae4opp,meen.aro px compression b bracing to Mame NMeiedwheretewn.. IncepwWontcemparetetle the bubdip°1OS°frg„er. DES. BY: LA a Addeo,eiaw�o�arybree.romkw.meisg•aun<mwnmwmon z Desgnae.nwethetopand.bado,nmaasm mbnaiya.osar '`.tRRILL Mye rssporobWy.ofine erector.Addberel permanent bracing of 7oa.ndar 10'o.e.reapedlyey unless braced tlumyhout their length by '}w,. DATE: 10/31/2014 s,w00.90load a N ro m is the reaponsiNlity ofthe budding deMa,.r. 3.7,l bddntinuous°a�irgcr eemich l pbracingrwwlywood a relmo""°::rr�w1BL7 .i. �F caASFpi �'Pj, SED.: 6101903 fasteners are +ycenpo55tWgan eahrapngaro 4.emawhont.sama e.oaebWyorthe aeeem acontractor. C w 1C. f tantete and t roans shore,era bads greater yen 5.Designs assumes hems me to be used m atenmrmegre environment, C .p TRANS ID: 411471 design bade be spored to any component. and are for ley ca,ewon.onee. O 5.Donpd5.5.55.55 mnhdorer.5,.aoen......55,55y brine 8 Design assures M bearing t ab supports Mown.Shin or wedge H crf`y v ;µ abdeayoy handling,eNpme o and boO.yon of components. "e 4' V. (I1 w.Thisdeaignb..i.ed subject to the andm6ue at kern by 6 Plates en bal.=onbamlarosbtbrand placed so their center J/ N _ IIIIII�INIII�IiNNII IR 111 MTT �n)oTn,sSoWware7h furnished ,a VicomwdeofpleinMelBNeaaeeESR-t31.ESR-t9B8(MTek o Q�51399,4 �C 1111111 This design prepared from computer input by PACIFIC LUMBER: LARRY M LUMBER SPECIFICATIONS TRUSS SPAN 24'- 5.8' TC: 204 OF B188TN LOAD DURATION INCREASE=1.15 IBC 2012 MAX MEMBER FORCES 4WRIGDF=1-16690 BC: 2x4 OF#IR919 SPACED 24.0'O.C. 1.2= 0)109 2.9=-4191 848 2-S=(-1669 458 WEBS:2x4 DF STAND 2-3(-142``1)921 9-10=)-491) 1215 9-4= -91 471 LOADING 9-4=-1218 327 10-11=(-356) 945 9-6= -499) 168 TC LATERAL SUPPORT c=12'0C.UON. LL(25.0)001( 7.0)ON TOP CHORD= 92.0 PIE 4-5= 0 0 6-10= --43 202 BC LATERAL SUPPORT o 12'0C.SON. DL ON BOTTOM CHORD= 10.0 PSF 4-6=-1130)-845313 10-7= -43 428 --- _ _ _= TOTAL LOAD= 42.0 PSF 7-8= 83)397 99 11-18=) -171)a97 NOTE:2x4 BRACING AT 24'0C UON. FOR LL=25 PSF Ground Snow(Pg) ALL FLAT TOP CHORD AREAS NOT SHEATHED ....==========.==============.====== BOTTOM CHORD CHECKED FOR A 20 PSF LIMITED STORAGE BEARING MAX VERT REACTIONSILO HORZ BRG REQUIRED BRG AREA LIVE LOM AT LOCATION(S)SPECIFIED BY IBC 2012. LOCATIONS REACTIONS 129 5I50 1.94 (SPECIES) LETINS: 2-00-00 0-00-00 THE BOTTOM CHORD DEAD LOM IS A MINIMUM OF 10 PSF. 24'- 5.8' -147/ 1021V 110/ 21 OH 5.50' 1.63 OF(625) OVERHANGS: 18.0' 0.0' e'For hanger specs. -See approved plans Connector plate prefix des:'gnators: VERTICAL DEFLECTION LIMITS: LL=L/240, 0 C,CN,CI8,CN18(or no prefix)=Cowpuirus, Inc MAX LL DEFL=-0.011'@ -1'- 6.0' Allowed= 0.150' 8,02685,61885,816=YiTek YT series VAX TL CREEP DEFL=-0.015'@ -1'- 6.0' Allowed= 0.200' MAX LL DEFL=-0.091'@ 6'- 0.0' Allowed= 1.178' MAX TL CREEP DEFL=-0.217'@ 6'- 0.0' Allowed= 1.571' 7-11-11 16-06-01 MAX HORIZ.LL DEFL=-D.020'@ 24'- 2.2' MAX HORIZ.TL DEFL= 0.031'@ 24'- 2.2' '( f T-07-1 T 4-02-04 2.01-13 3-11-11 6-01-07 6-04-15 Design conforas to min windforce-resisting T T I f systen and coaponents and cladding criteria, Wind: (140 a h, h=22.7ft,TCOL=4.2,BCDL=6.0,ASCE 7-10, 6-00 to d HeoHeights),fEnclosed ,Cet.2,Exp.B, BWFRS(Dir), '` 12 ind loads 6 in thTsse planeofthe esned for wtruss only. 10.00 7 M-4x6 M-3x4 M-3x5 M-1.503 8 y t >ee 4 0 ..6M-3X5 N- . ��, 0 EZ\/ 4ED PROFS 2 9 i o N-' NG/I HIE. S/ O3/.-.1- 11-3x611-3x4 0.25' M-3x517 /Gf Sl M-5x8(S) Q., 17 z02� p� 1, 1 b b y 5-09.14 9.06-02 9-01-12 l -0,,,r 141111111'°`.... 1-06 24-05-12 /, -or CC -y A OREGON , w 4"O y1)" 14. 2,Q1 '',� JOB NAME: TIMBERLAND LOT 8 TROY PARK - DH21R( ` Scale:0.2560 WARNINGS: GENERAL NOTES.ulesson d.enotetl: EXPIRES:12131/2015 1.Solder and erectionmmbacbr should be advised man General Notes 1.This design e Meed only upon the parnnetersshown end s dor aniMWMiaal Truss: DH2 Ind eNamingabm, onengbmm n commences, bNMbg conpanent AppeubuHy of design parameters and 2 204oarroresaion web bracing must be installed where shown♦. lroTorenon mocomponent is the responeibeeycothe buldra 1'1� DES. BY: LA s..Additional snWrarY bracing bineue arabwgrmrirp car.butlbn 2 Designeescecle tap and bottom chordsb be latently braced V•�`1L"K is the responsibility of the seder.Addl. permanent brec- 2c.a and at lS<co respectivmy unless braced thm ghot flet/ by jj DATE: 10/31/2014 4 No to res ameba Is the Wy of the buuamgdee4ner. a3honed b arba lateral ntinuous sheathing mob as required where errw>A 1. aq0 ��StiRSAfi,��T SED.: 6101904 mdenaaaaaanp and at ""lid:�ylaaaao�b bracing e:� s:nee a.Iretallebon°.tn°b "ewIobe dCe contractor. T" i• , �' design bads be applied to any component. and are for'dry narration'of we I _» TRANS ID: 411471 Conpur has re control over and assumes p nPP°d""wn.shbnorwed -(jf} 5.fabrication handing,shipment and Imbibition ofcam rK for 7 nDesign ary urea ad iwk�e*sinee ! I/f. ' ject to etiona forth by 5 Plates shall be in on both Wes of bon.and&cad so their center I1IIIIIN811111111111111NIIIIIIIINII� MiTek UEt The S.Inc./ornpis furnished u us Software furnished}E�u Q Digits inGoate etre of Gate in haws. bast R, 7 ESR-191313y 51348 rev�.,1. 4"G(BTF,R ��SFONAL.$,i��'e'" 1 1 r 11111111 This design prepared from computer input by PACIFIC LUMBER: LARRY M LUMBER SPECIFICATIONS 24-05-12 MONO HIP SETBACK 6.00-00 FROM END WALL IBC 2012 MAX MEMBER FORCES 4471/GDF/C=1.00 TC: 2x4 OF#106TR LOAD DURATION INCREASE=1.15(Non-Rep) 1-2= 0 109 2-11= -799)1992 2-3=-3069 975 15-9=((-444) 1685 BC: 2x6 OF SS 2-3=-3089 975 11-12=-1193)3404 4-11= -191 602 9-16=(-2696) 1011 WEBS:284 OF STAND LOADING 3-4=-2999 961 12-13=-1227 3462 11-5= -297 1210 16-10= -199) 148 IC LATERAL SUPPORT r_72'0C.UON. LL=25 PSF Ground Snow SIN) 4-5=-3035 1003 13-14=-1227 3461 11-6=-1795 674 TC UNIF LL( 50.0+D1( 14.0). 64.0 PLF 0- 0.0'TO 6'- 0.0'V 5-6=-2353 825 14-15= -994 2702 6-12= -166 915 BC LATERAL SUPPORT on 12'0C.UON. TC UNIF LL( 100.0 ADL( 28.0)= 128.0 PLF 6'- 0.0'TO 24'- 5.8'V 6-7=-3457 1232 15-16= -594 1540 12-7= -17 95 _ ___ ____-==- BC UNIF LL( 0.0 4.01.1 40.0)= 40.0 PLF 0'- 0.0'TO 24'- 5.8'V 7-8=-2763 1056 19-7= 0 539 NOTE:204 BRACING AT 24'0C UON.FOR 8-9=-1640 662 7-74--1184 374 ALL FLAT TOP CHORD AREAS NOT SHEATHED TC CONC LL( 250.0)+DL( 70.0)= 320,0 LBS @ 6'- 0.0' 9-10= -82 97 14-B= -201 1042 __ _,==z=_OT=-== ADDL:BC CON LL+DL= 966.0 LBS @ 10'- 8.0' B-15=111111-185)) 657 LETINS: 2-00-00 0-00-00 LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL BEARING MAX VERT MAX HDR2 BRG REQUIRED BRG AREA REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES OVERHANGS: 18.0• 0,0' BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD.TOP 0'• 0.0' -795/ 2704V -109/ 2069 5.50' 4.39 OF 625 Connector plate prefix designators: AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. 24'- 5.8' -938/ 2491V OI OH 5.50' 3.99 DF 625 CCN C18 CNIB(or no prefix)=CoxpuTrus,Inc M,B2bVS,U18HS,Y16=MiTek YI series VERTICAL DEFLECTION LIMITS:LL=L/240,TL=L/180 MAX LL DEFL=-0.011'@ -1'- 6.0' Allowed= 0.150' MAX TL CREEP DEFL=-0.015'@ -1'- 6.0' Allowed= 0.200' MAX LL DEFL= 0.102'@ 13'- 1.7' Allowed= 1.178' MAX TL CREEP DEFL=-0.279'@ 13'- 1.7' Allowed= 1.571' MAX HORIZ.LL DEFL=-0.029'@ 24'- 2.2' MAX HOAR.TL DEFL= 0.049'@ 24'- 2.2' Design conforms to main windforce-resisting system and components and cladding criteria. 5-11-11 18-06-01 Wind:140 mph?h=21.8ft,TCOL=4.2,BCDL=6.O ASCE 7-101 T (All Heights),Enclosed Cat.2, Exp./i, MWFRS(Dir), 1-10 1.00-0/7 3-01-04 3-03-08 3-10-08 3-10-08 3-08-12 3-08-12 load duration factor=l.b 12 1,320# f 1. '1 1' 1' in theTss dplaneed for offther-uss wind loads '- -6x610.00/ f- . M-6 4x6 M-3x6 M-4x6 11-5x6 Y-1.5x3 7 8 9 10 -, 1 ISI 4 M-1.5x3 I- 11-3x4. o 0 4. r ux ��`2'Ep PR ore ok ., �" \\4" off- -- 2 71 12 74 75 �i6 \D �j�G' �<2 �M-4x6 M-4x6 M-4x6 0.25' M-3x5 M-4x6 M-5x6 4.4 10/3��+ q M-7x8(S) 92 Fv y J. b sass# l ). J. y ,,. 5-08-02 3-10-08 3-07 3-07 3-08.12 4-00-04 +'410.'" d[il � y 1-06 y 24-05-12 y 7 ,,,,y OREGON5, 'O -4' 14, 23 �4- JOB NAME: TIMBERLAND LOT 8 TROY PARK - DH1 __ °__ Scale: 0.2560 WARNINGS: GENERAL NOTES,unless nmem,henoes: EXPIRES:12%31%2015 7.Balder and erection contractor should be advised d M Genal Nates 1.ilte design is bated only Won the parenetea down and A for an individualTruss: DH1 and Warnings ludr dngsbeforeooncirr ionoomencea wlaaom dyor design parameters and miser z 254 cempresSbnweb blear,15tH be Installed eters shovel.r. incorporation of wxpw4Nmh•ofihe building done DES. BY: LA 3.Add�b"ormltep,bvar,3,3,abaydub,con�,mon z otdgn assumes the top end boa=cards to be meow braced`d `' RR7L[,Q •the respetNbley&the ereaon.Addition*permtned bracing d Zoe.are s 10 0.0.reped**unless braced aW', tekbrptltby p DATE: 10/31/2014 me dread ubach.ek6e `ortinuou shee6i�ashas&yam&sesap� rywall0c). e 6 t, / repommlw of building designer. a 251npambndglng m lateral brachgeycnthd atone therm.+ +'i ¢v``A S{{ '� 4.No load siva&be applied to any componentmm after al bracing and 4.!retaliation o7 tram is to resporelbilwdMemspansH contractor. �T A. .,.. C� (h. SEQ.: 6101905 listeners are complete are at no time should any lead.touter than 5.Design saranesSteam are to be usm in a nommamwe ememarwlt, - TRANS ID: 411471 desronMara beap6edto any corperme. and are ar aymendmon•dwe. �Q ppp' O. 5 Camput5,3trine comet o,eraM aaetanmro re...b.,fon the 6.wry. 'A besru,dW supports sown.Shin or wedge i7 ') _ 'Z fabneetlon,tartan,shipment and bmellattorhdeerporerb. 7.mammseum Nerape'appvsled. 0, f 6.'Ibis design is famished subject to the'Initiallers set forth by a Pktossle5M I"IIIIIIIIIININII1111II1�11IIiu TPNVTCAnSCSI,0 000ladahwibfariiIMupon rawed fines f Nbwoagtautlp6ebceYr a Mae sae&platen mea M1Tek USA,IRCPCompuTNs SoBwaR+7.8.6(1L}E 10.For Mak connector pate design vaWessee ESR-1311,ESR-1986(Welt) 1 -,p 5E398„4 k,, 0 FGISTEilLc ,.,,k, Z, istNhtti:Ct e I I 0 IIIIOIIInli This design prepared from computer input by PACIFIC LUMBER: LARRY M LUMBER SPECIFICATIONS SE=1.15 1-2= 0)109 2-11=(-478 884 2-3=-1579 528 TRUSS SPAN 24'- 5.8' IBC 2072 VAX MEMBER FORCES 4WR/GDFICp=1.00 BC: 204 DF#181311iLOAD DURATION INCREASE WEBS:204 OF STAND SPACED 24.0.O.C. 2-9= -151 378 11-12=1.335 780 4-11=( -207 197 3-LOADING 4=-1161 337581 12-1 (-335 780 11-7o) -49 321 TC LATERAL SUPPORT G 12'0C.VON. LL(25.0)001( 7.0)ON TOP CHORD= 92.D POE 4-5=-7009 981 13-14=� 9D 710 12-7= -198 102 BC LATERAL SUPPORT<=12'0C.UON. OL ON BOTTOM CHORD= 10.0 PSF 5-6= 0 0 --- _ TOTAL LOAD= 42.0 PSF 5-7°)-725 950 17-13= -707 255 7-9= -402 284 NOTE:204 BRACING AT 24'0C UON FOR LL=25 PSF Ground Snow(Pg) B-S. 5 0 19-10= -252 714 ALL FLAT TOP CHORD=_AREAS_NOT SHEATHED 9-10=I-547 298 /0-14= -992,403 BOTTOM CHORD CHECKED FOR A 20 PSF UNITED STORAGE LETINS: 2.00-00 0-00-00 LIVE LOAD AT LOCATION(S)SPECIFIED BY IBC 2012. BEARING MAX VERT 11AX HORZ BOO REQUIRED BAG AREA THE 6011011 CHORD DEAD LOAD ISA MINIMUM OF 10 PSF. LOCATIONS REACTIONS REACTIONS SIZE SO,IN. (SPECIES OVERHANGS: 18.0' 0.0' Co- 0.0' -256/ 1221V -189/ 304H 5.50' 1.95 SF 625 24'- 5.8' -222/ 1015V 0/ OH 5.50' 1.62 DF)625 •e For hanger specs. -See approved plans ) Connector plate prefix deslgnatars: KENO p•Oe fg h kcr d f pt(s p f)yoltft 2 74 �gyacingi C,CN,CIE,CN18(or no prefix)=CompuTrus,Inc VERTICAL DEFLECTION LIMITS:LL=L/240,TL=L/180 M,N20HS,V18HS,M16=MiTek YT series 11-11-116-08-10 5-09-07 MAX DEFL=-0.011'@ - - 8.0' Allowed= 0.150' 1.. max TL LL 1'CREEP DEFL=-0.015'@ -1'- 6.0' Allowed= 0.200' 1-07-10 3.09-06 4-10-15 2-01-13� 3-04-05 3-04-05 �2-01-13 3-07-10AX LL DEFL=-0.036'@ 4'- 9.9' Allowed= 1.771' MAXYAX TL CREEP DEFL=-0.137'@ 4'- 9.9' Allowed= 1,571' MAX HORIZ. LL DEFL=-0.015'@ 24'- 4.0' 10-00 YAX HORIZ.TL DEFL= 0.022'@ 24'- 4.0' T T T 3-09-121 Design conforms to main windforce-resisting _f- 12 6 12 system and components and cladding criteria. 10.007 M-4X6 wind: 140 mph,h=24.3ft,TCDL=4.2,BCDL=8.0,ASCE 7-10, 10.00 (All Heights),Enclosed,Cat.2,Exp-8, MWFRS(Dir), 11-3x8M-4x6 load duration factor=1.6 Truss designed for wind loads in the plane of the truss only. -3X4 M-1.5x3 -' 0vY-9X5c N �� DFRJF.c- ok- 2T --1111101 �� ,5 ,N,\I)I1NE /Q /- M-5x6(S)M 3X8 0.2s:2 19 ..14 -, 4,,, lGl ylIl^,' v M-Sx6(S) M-3x8 U-1.5x3 `r .!92 *PE l y b y l /' tl/."9-08-02 5-07-14 5-07-14 3-05-14 ?�l 1 1-06 24-05-12 1 p� OREGON 4/ �Q ' y14, 2°' 4'c JOB NAME: TIMBERLAND LOT 8 TROY PARK - DH4 R ) - Scale:0.2132 WARNINGS: GENERAL NOTES.trams°temlaenolnt 1.&4lderand erection ooMetorsho�beadvised ofalGeneral Notes 1.This design isbaadonly upon ne raewnand is for anMoran Moran. EXPIRES:12% i!2015 Truss: DH4 and Wantmgsbaae cmem,wpn commence. bmdlro component ApM o da.5n " 2.244 oonpcesion webbractng mat be IMaled where ohms, hcoRongonofpnnponent k the responsibilitymessand prepay DES. BY: LA 3.Addmonalmrroolarybraeroromw.estabadrdnikroccnmgmwr a Gedprraa.meam¢mpand barolna,maaaxsa.eM else buddingbesedd " M the respmwkmly of the erector.Addbanal pemennd bracing of 2'o,c,are at 10 oc.re'peeMaey uveas braced threrohouA their length by `�,FR)�Ijj j} DATE: 10/31/2014 monvon.sawdwalae,er..pnmaigorna:b=aEodeagn.. Colne1°ra rowmaspinnedelwdwopc)and/ordnemll(BC). ,meq 4wAS At, 4.No Iced stood be etre=reword ue9 aver all 4,hbrwaobodpaaw to reranbracing reguiredwhereoho e• SEQ.: 6101906 hamenersere complete end atnotime Mow amwdegre�memd 5.5Denona es a�bbee is h �4G �< TRANS ID: 411471 deign loads beappledtoaryrwnwcnercand arefr'dreonamon•aftwe. 4 5.CompuT las no control over and assumes noreapnabiny for Me a D*awama5Abearhlgatafsupppbehovm.Shimorwedge R �+�i. �1. 11111111111111111111 M'NI1I IpInIINN'IHII,,YII 11l,MMI)1�l�MYI��M I1(I1� N IIIMW,�I Mfeatlor,Mkgrig,shipment and bNelaBen Neanporwrb. ry' adequate pmvtleE O //� I�,III�IIaI II,N�I,l IIm1m�I11 I�III IIO IYMI 6,This design k famished aubaet to the Wash..era ii b)' a Design Nag be loafed on both fmsaalis,and placed ao heir center TPMCA in 13C91,copies of shish rah be hankhed upon request Nrscehsitle wlhlcedcer4v Ines )' MiTek USA,InniConlpuTrus Software 7.6.8(11)-E of rains In inches 10.oror8. debask monneectorplate design values we ESR-131 ESR-1968(ATel4 � 51398 "'' C0-f kif,!STEK `h``°`.. �` ,ION 6e`u a I 1 ' • IIIIIIIIOI This design prepared from computer input by PACIFIC LUMBER: LARRY M LUMBER SPECIFICATIONS TRUSS SPAN 9'-11.7' TC: 2x4 OF WlOBTR LOAD DURATION INCREASE=1.15 IBC 2012 MAX5 MEMBER FORCES 42-3G(-464)1.05 BC: 204 DF ff5BTR SPACED 24.0'0.C. 2-3--1 109 2-6=(0)0 2-9=(-464)995 WEBS:2x4 DF STAND 2-9=-118 335 LOADING 3 321 TC LATERAL SUPPORT 0=12'0C.VON. LL(25.0)+DL( 7.0)ON TOP CHORD= 32.0 PSF ,31--1:1.-167 2 11 5 BC LATERAL SUPPORT x.12'0C.UON. DL ON BOTTOM CHORD= 10.0 PSF LETINS: 2-00.00 2-00-00 TOTAL LOAD= 42.0 PSF BEARING MAX VERT MAX HORZ BRG REQUIRED BRG AREA LL=25 PSF Ground Snow P LOCATIONS REACTIONS REACTIONS SIZE SO.IN. OVERHANGS: 18.0' OCT. (9) 0'- 0.0' -18/ 453V -117/ 323H 5.50' 0.72 (SPECIESF625) LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL 5'- 1.2' 11 414V4V 0/ OH 1.50' 0.53 DF 625 Connector plate prefix desa'pnators: 5'-11.7' --51/ 0/ ON 1.50' 0,53 OF 6251 C,CN C18 CN18(or no prefix)=CoepuTrus, Inc REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING YET. 9'-11.7' -511 98V 0/ OH 1.50' 0.16 OF 6251 Y,Y26HS,1118HS,Y16=YiTek YT series BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD.TOP AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY, '. 9-11-11 VERTICAL DEFLECTION LIMITS:LL=L1240,TL=L/180 IUX U.DEFL=-0.011'@ -1'- 6.0' Allowed= 0.150' e MAX TL CREEP DEFL=-0.015'@ -1'- 6,0' Allowed= 0.200' MAX LL DEFL= 0,109'@ 1'- 5.4' Allowed= 0.254' YAX TL CREEP DEFL=-0.115'@ 1'- 5.4' Allowed= 0.339' '� MAX 00012.LL DEFL=-0.085'@ 9'-10.0' LOX NORIZ.TL DEFL= 0.085'@ 9'-10.9' Design conforms to wain windforce-resisting system end components and cladding criteria. Wind: 140 myhl h=23.5ft,TCDL=4.2,BCDL=6.0 ASCE 7-101 12 All heights),Enclosed 1 Cat.2, Exp.B, MWFRS(Sir), load duration factxr=1.0 10.00 Truss designed for wind loads :"'mmmmmmmmmmmmimimmmmmmmimi....F , intheplaneofthetrussonly. M-5x6 3 PRGINE pFFss 92QDPE r Air PIP 1-06 6-00 3-11-11 IpROVIOE FULL BFARING:Jts-2,8.4.5( � N F4. OREG 21 �{`1- -1J'. 14, 2a Rt JOB NAME: TIMBERLAND LOT 8 TROY PARK - J5 4'F�RI� Scale: 0.3443 WARNINGS: GENERAL NOTES,Wass othwwisanoted: EXPIRES:12/31/2015 1.Bandstand erection core,asmr should he advised OM General Nates 1.This design l.based only upon the peremete,e shown and is for en Individual Truss: J5 era Warnings before cmawudlon commencers. bdbbp component_Aples:MOB ofdes®n a 244 compression web peter the andgaper. bracing moat balled where shown m=ONn assume Metopand ott mobesde Dulsne s ' DES. BY: LA 3.bownaifon�or'ryw.arambw ntexew e.,g�repwtan z oaa.era.rite.lnampand6ommntawm° akagtauttheir °�nBL Oma reasonability Wee erector.Additional penrarerd quoins or 2oc.N%Basat 10a.c.re+l 'alyooeesbraesd(TC)udder rdose WV '�� , DATE: 10/31/2014 tooWcllanateathe wangdesigner. 3.brbBroi'hgIr oester.'uch wy where °rwatlta�7 a 0 `K tt14. .). A No load should Ma��toeny Don of thebayed bridging orisbrel any con-pored until alter ail bracing and .Installaof tion there tobo,mo dale leveed.cornacmr. SEQ.: 6101907 bedews ere awnpeteand atnothneshould any loads greslerOwn 5.Deagnnamesb nes arembeusedinanon. aalyeenwpraaent, Q¢ T7 ^' r TRANS ID: 411471 s nloadsbeappliedtoaredcepseed, s' 5le01 of use. N �e o mpdrfrs hes no coned over and seams no reapooa0ety for the beorg elnsgo"P"".°1"‘Shhn fabrication,handling,shipment and Installation of components. B6P81y. IIIIIIII�IN� sealer ck 101A This design is famished subject to the Amna9ons set fol Amps emelt oneBees a adpbesd��bIIIIHIIn111111111 TPWVCAIn8CSl,copiesorwhichwd'beDonlehed open coincide MITek USP.InCKompaTNs Software+7.8.6(1L rv�alemnnadaMe>kedngn va.s be ESR-0311.ESR-19960W-Teld4. 51348 t 150 ry, EorsTe0 �S , -5 111111/1 This design prepared from computer input by PACIFIC LUMBER: LARRY M LUMBER SPECIFICATIONS 15-04-00 GIRDER SUPPORTING 24-05-12 IBC 2012 MAX MEMBER FORCES 411R/GDF/C-1.00 TC: 2x4 OF/7158TR• LOAD DURATION INCREASE.1.15(Non-Rep) 1-2=-6814 1516 1-7=-1026 4740 1-2=(-68141 1516 5-6=(-5482) 1212 24 DF 2400E t2 2-6=-4480) 1068 7-8=-1016)1696 7-2=( -642 9006 8C: 26 of SS LOADING 3-4=-4362 1048 8-9= •792 5726 2-8=-1896 494 WEBS:2x4 DF STAND; LL=25 PIE Ground Snow P 204 OF M1561))A f�9) 4-5=-5424 1220 9.6= -796)3748 8-3=-1260 5266 TC UNIF LL 50.0)+DL(( 14.0)= 64.0 PLF 0- 0.0'TO 15'- 4.0'V 5.6=-5482 1212 8-4= -488 188 TC LATERAL SUPPORT<=12'0C.UON. BC UNIF LL( 281.0)+01( 211.1)= 492.1 PLF 0'- 0.0'TO 15'- 4.0'V 4-9= -270 1376 BC LATERAL SUPPORT<=12.0C.UON. @Ld ADDL:BC CONI LL+DL=2394.0 LBS @ 6'- 0.0' BEARING SAX VERT SAX HORZ BRG REQUIRED BRG AREA LETIHS: 0-00-00 2-00-00 LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL LOCATIONS REACTIONS REACTIONS SIZE SO.IN. (SPECIES flEQUIflEYENTS OF IBC 2012 AND BIC 2012 NOT BEING NET. 0'- 0.0' -1282/ 57370 -1501 1509 5.50' 6.18 F 6251 ••For hanger specs. -See approved plans15'- 4.0' -1153/ 51830 0/ OH 5,50' 8.29 OF 625 Connector plate prefix despnators: BOTTOM CHORD CHECKED FOR tOPSF LIVE LOAD.TOP C,CN C18 CN (or no prefix)=CapuTrus, Inc 682AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. 1rON0 ? 0 'g h kr armed f otl g fJ 7'ft t 96 ,S_ aci�^.I r11I0 l8H5,1fi=Yd.Tek YT series VENTICAL DEFLECTION LIMITS:LL=L/240,TL=L/ISO (2)complete trusses required. MAX LL DEFL=-0.048'@ it'- 4.8' Allowed= 0.721' Join together 2 ply with 3'x.131 DIA GUN MAX IL CREEP DEFL=-0.161'@ 11'- 4.8' Allowed= 0.981' @@ HANGER BY OTHERS TO APPLY CONC. nails staggered at: LOAD(S) EQUALLY TO ALL MEMBERS. I', I'ac n 2 row(a)throulAout 2x6 toitohochords, IX HORIZ.LL DEFL:-0.071'@ 14'-10.5' �i 9'oc in 1 row s throughout 204 webs. MAX HORIZ.TL DEFL 0.029'@ 14'-10.5' 7-08 Design conforws to wain windforee-resisting ,� 7-08 systew and coeponents and cladding criteria. f Wind: 140■hr 6=22.5ft,TCDL=4.2 815100.0 ASCE 7-101 4-01 3.07 3-07 2-02-15 1-10 fAll Heights),Enclosed,Ca#.2,Exp.B, SNFRS(Dir), f f f f load duration factor=1. 12 12 Truss designed for wind loads 10.00 Y-4x6 10.00 in the plane of the truss only. i- 94.0' i 6-4x10 8-3x5 s: o 0 A M-1.5x3 Y-3x4 o SM.�11p.��®��. �_IM, 4a ��RFri °FF�s M-8x10 M-3x8 U-7x8 M-3x6 .43 M-8x10 \ /2• P / b l ,1,2394q y l 92♦ PE 9t 3-11-04 3-08-12 3-08-12 3-11-04 Alle l y 1 al 15-04 1,2_ 4,OREGON,‘ tum f0 -1k 14. 7- `tt- JOB NAME: TIMBERLAND LOT 8 TROY PARK - D-GIRD ' )L� g Scale:0.2737 WARNINGS: GENERAL NOTES,unlessothemhenoted: EXPIRES:12131/2015 1.adder and erection contractor should be ad40ed of all Genual Noses 1.Ws design Y based may upon the parameters Poem and ie bran inderi8W Truss: D-GIRD and Wandngs babe mrmudlon commences betiding mnwanma.Aeprcabalyofdeegnpalametem and proper 2 2r4 mpreesbm n web bracing mud be i,e6ed whw re shown+. Incorporation of component b the,espers,51�,or tin building mKER L'.. DES. BY: LA AddYoraltomporary bradptohuuea abNy ddoling co aeon 2 Design seameame top and bottom awrdsN,be later",bated I.the reepombtiwords.y of the we .AddxbrW perasnent bracing or 2ec.as at 117o.e reapedWey unless brand Mroughout te& byat Q 3 DATE: 10/31/2014 theoveraaatrw,nlsthenespmeadiNofteMSS%deegneh y,2rbridging or �cMg mooned ermd•rrw+uer.7. SEQ.: 6101908 4 No Icsdsh 1tlbeappeodtoemmrmone tunteafteralbraareand 4.I,wtanavendrawsiemerespmabgayorthereepeareconbaxar. F�i2'> "y t,- ''' re mnplete end etnc gore elwndon,pods goaderthan 5.InsAn assumes Nora are to be mod In non-corrosive eoshw,era, 4 `1 TRANS ID: 411471 design bads be applied toamn component. norareto an full d ee Ouse. ^ p S Consigns has wonanol ever and sesame m,e�proo lay brave B. :uneshA bearing a all supports shorn.Shim fff'�{yyj//I q1 fabrication,handling,Simeon'and kehuatlonarampana,aa d Y/,Iil,. } x a This design is handed eubjordse the Preatiomsuefora, 7 Plates ivebesadequatePahAuow egad l / ., IIIII11111111 IIII1I1I8011�U0I1 TPWWTCAinnCSi,opiesofwhbhw7abeIanbedupnMIoat ahelm cOincitle with joint� aPaaa...ndw�a.awekaeae, MiTek USA,Ino./CompuTrus Software 7.6.6(tl}E 180. baaDiggs sicon picate See ofm design in inches" �, svatieseee FSR-1317,FSR-199apwtelq 'id441.31-'944' 51398 'fi 4FGISTER� kk' ,1,,,, .E,01, s m . ' D EMIThis design prepared from computer input by PACIFIC LUMBER: LARRY M LUMBER SPECIFICATIONS TRUSS SPAN 24'- 5.5' IBC 2012 MAX MEMBER FORCES 4WR/GDF/C0=1.00 TC: 204 OF 1/18BTR• RATION INCREASE=1.15 1-2= 0) 109 2-8=(-393 985 2-9=(-1633)414 7-11=(-952)950 2x4 DF 2400F 54 SPACED 24.0'LOAD DUO.C. 2-3=(-141 385 8 9=-393)982 8-4=) D)330 BC: 204 DF#188TR3-4=-1195 290 9-10=-160 494 4-9= -599 268 WEBS:204 OF STAND LOADING 4-5= -815 360 10.11= -90) 111 9-5= -90 197 LL(25.0)+DL( 7.0)ON TOP CHORD= 92.0 PSF 5-6= -521 946 9-6=I-135 336 TC LATERAL SUPPORT r=12.0C.MON. DL ON BOTTOM CHORD= 10.0 PSF 6-7=(-719 277 6-10=) -214 164 BC LATERAL SUPPORT<=12'0C.MON. TOTAL LOAD= 42.0 PSF 10-7= -119 593 NOTE:2x4 BRACING 24'OC UON FOR LL=25 PSF Ground Snow(Pp) BEARING MAX VERT MAX HO6Z BRG REQUIRED ERG AREA ALL FLAT TOP CHORD AT AREAS NOT N.FORED LOCATIONS REACTIONS REACTIONS SIZE SO.IN. (SPECIES ===--___C_ BOTTOM CHORD CHECKED FOR A 20 PSF LIMITED STORAGE 0'- 0.0' -217/ 12210 -271/ 388H 5.50' 1.95 DF(625 --"�---__ =----- LIVE LOAD AT LOCATION(S)SPECIFIED BY IBC 2012. 24'- 5.8' -151/ 1015V 0/ 0H 5.50' 1.62 DF(625 THE B011011 CHORD DEAD LOAD ISA MINIUM!OF 10 PSF. LETINS: 2-00-00 0-00-00 OVERHANGS: 18.0' 0.0' VERTICAL DEFLECTION LIMITS:LL=L/240,TL=L/180 •'For hanger specs, -See approved plans MAX LL DEFL=-0.011'@ -1'- 6.0' Allowed= 0.150' MAX TL CREEP DEFL=-0.015'@ -I'- 6.0' Allowed= 0.200' Connector plate prefix des'nators: MAX LL DEFL= 0.091'@ 1'- 5.4' Allowed= 1.178' C,CN C18 CN18 or no prefix�pl=CompuTrus,Inc MAX TL CREEP DEFL= 0.205'@ 1'- 5.4' Allowed= 1.571' M,M20HS,4118HS,Y16=MiTek YI series MAX HORIZ.LL TEFL= 0.013'@ 24'- 4.0' 13-11.11 2-08-10 7-09-07 tlAX HORIZ.TL DEAL= 0.019'@ 24'- 4.0' 1' Design conforms to wain windforce-resisting 1-07-10 5-05-02 6-10-15 �2-08-10� 7-09-07 system and components and cladding criteria. T 1' 1' 12 12 Wind:140 mph h=25.2ft,TCDL=4.2 BCDL=6.0 ASCE 7-10, 11-4x6 /1-5x6 (All Heights),Enclosed,Ca�.2, Exp.B, YMFRE)Sir), ,f 10.00 10.00 durationload f Trussdesignedfor o 6 wind loads �_'`c in the plane of the truss only. - M•5x6(S) 0.25' to c M-3x5 o A a Al M•3x5 oW a, �'k 0/F R Ore, c B 9 ID • 11 y 4r�`�" lel:/f i!i N6 !06 A.4 per -4x4 M•1.5x3 0.25' 11-3x4 M-1.5x3 '' .926 OPE 40, Y y 6-11 6-09-03 3-05-07 7-04-02 .3 OREGON 1-06 24-05-12 1 G/6 '.I}' 14, 2° -��` 44 FR R I O-�� JOB NAME: TIMBERLAND LOT 8 TROY PARK - DH5 Scale:0.1815 WARNINGS: GENERAL NOTES,wakes omenvisenoted: EXPIRES:12%31/2015 1.Builder and median contractor staid be advised of all Geneal Rotes 1.This design 6 based only won the pvemote n shown and 6 ter an d,,vid W Truss: DH5 2.2s4 amv6mewonwe before bracingmuserce:tincorporation ompoent fcompo os b+gWei V` 3.Addaorwtemporary vete butlnp nuC be Inland where shows s. Designaef ftwnvp and ott! chords hor sto be latently brat DES. BY: LA maan to newstab*G oonmamon z OTasgna.,miaamel°pNbottom bracedthroughouty,RRll.�.� prow Nim responsibility setae erector.Addmonal petmanera bracing of and at 10 ncoming by=taws Q DATE: 10/31/2014 d»o.elaeabaawe1the lunce belynthabullindesigner. a Zr Impact bridging n oror6a6ni.no plywood wham°��a�°` OT`NaSy1 -F', 4.No load should be applied b any m goners urn soar all bracing and 4.IR6WMon of ices 6ihonsponsibmty of the respective contractor. �- Y1fj Y' SEQ.: 6101909 fastens.swom mawendatnodnashouldenyaeriwennman s Izagia.mWesb..«ars tobeuedInanow.00r,oaeesnwanmen. 4 e .' 3• design loads be and are for F. 1. ,.-- fabrication, aspersed overndd assn '"4""'n'aao.5 v.// #, TRANS ID: 411471 5.Compel-As aa�o.nao a.nda.aa assume no responsibility/nth.o ma & a....aaa6a.mgnaeaappo6aoa6mo wea/erc �/� fabrication,hendlin9,shipment and ewa5.5on of compeneas. 7.Design assures adequate drainge"spre provided. �! ; 6.TNs design is Abject the Ihreadoreeet Wes M a Plates shall be Wand an both hoes of bun,and placed s Unesseder 6 J` ~.... IIIIIII�IIIIIH1NN� 111111 T b ,coof wnl,w�mamdakdgpo lega� Ores coincide ewm carter MiTek USA,Inc./CompuTrus Software 7.6. 1L a tants indicate slm or plate b hies. 6( )-E IS For ewe mrwetlorptate design values see ESR-1311,ESR-19813(Weld k5139g 1l pfi -eCtSi Etl4' .�yF',... -ss,TON hi„t'''''� l a a e 1111111 This design prepared from computer input by II 01111 PACIFIC LUMBER: LARRY M LUMBER SPECIFICATIONS TRUSS SPAN 17'- 2.0' IBC 2012 MAX MEMBER FORCES 4WR/GDF/Co-1.00 TC: 204 OF 8168TR LOAD DURATION INCREASE=1.15 1-2= 0) 109 2-10=(-275 517 2-3=1-1109)403 BC: 2x4 DF#1613711 SPACED 24.0'O.C. 2.3=.150)358 10-11=(-75�422 4-10= -168)224 WEBS:2x4 DF STAND 3-4=-738 338 11-9=(-188 496 10-5= -131 187 LOADING 4-5=-629 340 10-6= -122 139 IC LATERAL SUPPORT r=12.0C.UON. LL(25.0)+DL( 7.0)ON TOP CHORD= 32.0 PSF 5-6=-424 367 6-11= -84 179 BC LATERAL SUPPORT r-12'0C.UON. DL ON BOTTOM CHORD= 10.0 PSF 6-7=-631 979 11-7= -172)223 TOTAL LOAD= 42.0 PSF 7-8=-739 978 8-9= -835 359 8-9=(-22 57 NOTE:2x4 BRACING AT 24'0C SON.FOR LL=25 PSF Ground Snow(Pg) ALL FLAT TOP CHORD AREAS NOT SHEATHED LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL BEARING MAX VERT MAX HOOZ BRG REQUIRED BRG AREA REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. SPECIES LETINS: 2-00.SD 2-00-00 0'- 0.0' -153/ 905V -163/ 175H 5.50' 1.45 OF 625 BOTTOM CHORD CHECKED FOR TOPSF LIVE LOAD.TOP 17'- 2.0' -86/ 7210 0/ OH 5.50' 1.15 OF)625 OVERHANGS: 18.0' 0.0' AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. Connector plate prefix designators: C,CN,C18 1(418 or no prefix)=CompuTrus,Inc VERTICAL DEFLECTION LIMITS:LL=L/240,TL-L/180 M,M20HS,1118HS,1116=BiTek NT series 7-11-11 1-02-10 7-11-11 MAX U.DEFL=-0.011'@ -1'- 6.0' Allowed= 0.150' T f i T MAX TL CREEP DEFL=-0.015'@ -1'- 6.0' Allowed= 0.200' 1-07-10 2-01-10 4-02-07 1-02-10 4 -02-07 2-01-10 1-07-10 MAX LL OEFL=-0.032'@ 3'- 8.1' Allowed= 0.812' MAX TL CREEP DEFL=-0.064'@ 9'- 8.1' Allowed= 1.083' 12 8-416 M-5x6 12 MAX HOBIZ,TTL SEL=-0.007' .010'@ 10'- 8.5' 10.00 7N10.• 00 Design conforms to wain windtorce-resisting 0 D=d� system and components and cladding criteria. Wind:140 mph,h=22.7ft,TCDL4.2,BCDL=6.0 ASCE 7-10, (All Heights),Enclosed,Cat.2,Exp.§, MWFRS(Dir), • load duration factor=1.6 Truss designed for wind loads in the plane of the truss only. 8-1.5x3 8-1.5x3 wo 0 m M-3x4AiiiiiAllihhh.'' M-3x4 • . 10111111". z' -1Q- 11 apo Sk � PR OPE M-404 8-3x8 8-304 =8-4x4 tc��5 �/0/.////''T /- a _92,,RPE vr. J. l l l 7-08.02 1-11-07 7-06-06 ,...:4. a.,.,.. l l l ,f•1„. 1-06 17-02 z.. pL 2s pREGON1n A% /6 14, 2° p,�- RR4'�L ' JOB NAME: TIMBERLAND LOT 8 TROY PARK - CH2 Scale: 0.3181 WARNINGS: GENERAL NOTES,fatless okavase noted: EXPIRES.12;31/2015 1.Budder am eesm contractor should he adored of all General Noes 1.This design A bawd rely Won the poamafan clown and h for en imrsklul TrUSS' CH2 and Warnings before nwnmaroenewnaaoeea. budding component AdwambmlyerdawanwaaO.,eandp,e 22,4 cwneeaviwn web bracing and he ietakd where atlown, irdaporaldwn or component h the r1w�•apo,�,a�im�wy of the buedng 3.Additional temporary 2 Qagna.eaesthe top and bottom deNsb2elatenlyblaed ` RRILj.Q DES. BY: LA Istnn,pasibilly°felemor.Adamoonnda 2.oz.almsdamn_respemnlymiens h.nalhrougrou(her by 1'/' .p DATE: 10/31/2014 Bneerao.ewchearthe respm.mimymmabwdingdesgner. 320In brad or sheathing'werauch lbbr , wplysocd „ shown..' °O �' a� p4 `A57 � -f), 4.No ludehwuld he ardeed to anyoomponent until atter all black)ad 4.Installation of Sumas the n.pwnewy chiennpeNve conYactwr. r:'c .. Mt:.,,, li' SEQ.: 6101911 Meknes ancoplte.matnotime.Ia/eany ladsgreater ttan 5.oaegn..umesba.aware tobeused man,.wwnwwnanan,aw,LL O ., "' 6 mrnpuTn has no control any cendesu entlanfir'WywaMlb('orlab. 0 TRANS ID: 411471 s.cw,mpun,atas,aeombaeaaw.sv,mea,a,aspawmMyfor the &°e.gma.a„esanbeaa®a(.osuppo,maawm SIAM wrweageH (� III Design faednaon,hadmg,shipment and bitlle a*ool ce„ponerh. 7.Design esuam adequate drayage is pmvided. y7" F• E Ilia design Is furnished subject to to Irritative set forth by El Plates shell be located on both faces of huge and placed so their center TPLiVITCA in ESZel,copies of 4441190 be upon muse Pres coindde with joint canter line. 9.Digits indicate eke 111111111 11111111 1ID III d MTkL5A,Inc.ICompu7nn Software 76.e(1LE of 1connector design values tee ESR-1311.ESR-1wa(Weld �c} 4, 41,35I1 S3TE9$44 . ....... SNAL � 5O �. INE1 This design prepared from computer input by 11'II H PACIFIC LUMBER: LARRY M LUBBER SPECIFICATIONS 17-02-00 MONO HIP SETBACK 6-00-00 FRO@ END WALL IBC 2012 MAX MEMBER FORCES 4WR/GDFICq=1.00 it: 204 OF @166Th LOAD DURATION INCREASE=1.15(Non-Rep) 1-2- 0 109 2-6=(-386)1191 6-3= 0 465 BC: 216 DF SS 2-9=-1733 -1733 447 6.7=(-559)1100 6-4 =I 0�350 WEBS:204 OF STAND LOADING 3-4=-1191 385 4-7.1-1489 719 LL=25 PSF Ground Snow(Pp) 4-5= 86 106 7-5=I 299 217 TC LATERAL SUPPORT 24.00.UON. TC UNIF LL) 50.0 qtl( 14.0)= 64.0 PLF 0.- 0.0'TO 6'- 0.0'V BC LATERAL SUPPORT<=12'0C.UON. TC UNIF LL 100.0+01 28.0)- 128.0 PLF 6'- 0.0'TO 17'- 2.0'V -----=--=== =.--===.--.--....0-0.0----.-- __ ____ __ BC UNIF LL( 0.0+DL( 40.0 )= 40.0 PLF 0'- 0.0'TO 17'- 2.0'V BEARING MAX VERT 1150 HORZ SRO REQUIRED BRI AREA LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES NOTE:204 BRACING AT 24.0C UON. FOR TO CONC LL( 250.0)051( 70.0)= 320.0 LBS @ 6'- 0.0' 0'- 0.0' -414/ (521V -1051 2050 5.50' 2.44 DF(625 ALL FLAT TOP CHORD AREAS NOT SHEATHED 17'- 2.0' -580/ 14760 0/ OH 5.50' 2.36 DF(625 _--___'---- ----_- BOTTOM CHORD CHECKED FOR A 20 PSF LIMITED STORAGE LIVE LOAD AT LOCATIONS SPECIFIED BY IBC 2012. OVERHANGS: 18.0' 0.0' THE BOTTOM CHORD DEAD LOAD IS A MINIMUM OF 10 PSF. Connector plate prefix desipnetors: VERTICAL DEFLECTION LIMITS: LL=L/240,TL=L/180 018 CN18 for no prefix)=CompaTrus, Inc MAX LL DEFL=-0.011'@ -1'- 6.0' Allowed. 0.150' C,CN ,0N1 M,M2*H10, 16=MLTek MT series MAX TL CREEP DEFL=-0.015'@ -1'- 6.0' Allowed= 0.200' MAX LL DEFL=-0.037'@ 6'- 0.0' Allowed= 0.812' MAX TI.CREEP DEFL=-0.075'@ 6'- 0.0' Allowed= 1.083' BAX HORIZ.LL DEFL=-0.009'@ 16'-10.5' MAX HORIZ.IL DEFL= 0.014'@ 16'-10.5' 5-11-11 11-02-05 Design conforms to main windforce-resisting system and components and cladding criteria. 5-11-11 5-04.08 5-09-13 Wind: 140 mph,h=21.Oft,T TCDL=4.2,BCOL=6.0 ASCE 7-10, All Heights),Enclosed Cat.2, Exp.*, MWFRS(Dir), �920A T load duration factor=1.* ll-4x6 Truss designed for wind 12 loads 10.00 in the plane of the truss only. 11-3x6 M-1.5x3 e0 4 5 n 0 0 0:, A o O ',M-4x4 All o1AIIIIIIIIIIIIIII ,D PROF4- 1I-3x4 U-3x8 �� D��1 f lr4"1:5‘6)°-1:- 5-09-14 t )°� " -921 Pt :- 1 1 ). 5-09-14 11-04-02 ,......,„....7:::'5\ 1-06 17-02 7i. OR Ecar�,� , A <0 gy14. 2fl 5r JOB NAME: TIMBERLAND LOT 8 TROY PARK - CH1 Scale: 0.3306 WARNINGS: GENERAL NOTES.follow otlerwaenoted: EXPIRES:12:31120115 1.Soiderand encaon contractor mould be advised ofd General Notes 1.lldn design ill bum only upon we peWd a A enatera shown afor an WAndu Truss' CH1 and wWcommences,csbuilding udinao ntARPaoob®yofdesign pown•NGardMPG a 2x4 compassion web bracing mut be installed when shown+, incorporation of component a bene ponebady abs bidding a AdddoriW arRnway braehgbbuura ambiMy dnldnp owlsutlbn 2.Design mums Be by and bMbmtlmYb be Morally braced a lt-( DES. BY: LA a nnresponsiNyofinearator.Addironmpemm�ntbracigof 2'oa..matagc eyw.aaAtwood oodingfq WWW awgiwbeb by DATE: 10/31/2014 the oo wlwest ebfhenxponsMayofthebwwjgdeclarer. a 2x1 bricontinuous dging orWending such NSregst o.me Ow.+o ��SOF I'`AS yI, h 4.No bad ahold be apeaed b any comporwneraomshard bracing and 4.Installation of bus w be maponWRIUofnn,s000 teeortrertw. ^^°',- a' ' SEQ.: 6101912 foamed"aro araban.ndofnolime.Midany bads a'aerthan 5.Deannassumes br�arabbewad 0onohgorn.weenvironment, 4 r f TRANS ID: 411471 design Wade be applied to any component and we foray oaMabn•of use. 5.Compurnehas nowarowwar and a.wnanaresponsibility for the e Dem6..a6.6a66b66666.'6"6.66wa6'e 6'616'g.664e6 ,'mII'1' /,ryII 11p,�'M I'I I1'1 p fabrication handing..Npment and inmxmon of components. 7.Design assures dputedneaae a pmv,-d¢d Of 1111, IIIII1liii m INhILIIIINN11 I,M 6.tlisdeeipn famishedonbledbthebablbna,Wfahby a Woks Wrohbaled nboth fanofMew paced so Mair wader TPpNTCA In=SI,males of Web mal be Winched upon rowed. a Snail coincide nth jointDgis AW orlarGate In,Nrwa ,. &. MiTekUSA,Inc./CorrpuTrus Software+7.6.6(1L}E 1a For basic connamrrp dom4=values ado ESR-1311,PSR-in®(IAToA) ASS 8 'O SSS'10,./Al6r'� a a • • 11111111II1 This design prepared from computer input by 0 PACIFIC LUMBER: LARRY M LUMBER SPECIFICATIONS TRUSS SPAN 17'- 2.0' 1802012 MAX MEMBER FORCES 4811/UDF/Cq=1.00 TC: 2x4 OF WIBSTR LOAD DURATION INCREASE=1.15 1-2= 0)109 2-10.(-94)539 2-3=-1098)352 BC: 2x4 OF#16919 SPACED 24.0'O.C. 2-3=-147)361 10-8=)-94)495 4-10= -199)218 WEBS:2x4 DF STAND 3-4=-737 209 10-5= -120 394 LOADING 4-5=-602 209 10-6= -199 218 TC LATERAL SUPPORT r-12'0C.DON. LL(25.0).DL( 7.0)ON TOP CHORD= 32.0 PSF 5-6=-602 209 7-8=-1098 852 BC LATERAL SUPPORT r=12'0C.VON. DL ON BOTTOM CHORD= 10.0 PSF 6.7=i-737 209 TOTAL LOAD= 42.0 PSF 7-8=1-147 361 LETINS: 2-00-00 2-00-00 8-9= 0 109 LL=25 PSF Ground Snow(Pg) OVERHANGS: 18.0' 18.0' LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL BEARING MAX VERT MAX HORZ SRI REQUIRED BRM AREA Connector plate prefix desiggnators: REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. LOCATIONS REACTIONS REACTIONS SIZE MIN. (SPECIES C,CN C18 CN18(or no prefix)=CoapuTrus,Inc 0'- 0.0' -153/ 8920 -201/ 201H 5.50' 1.49 OF(825 M,M21H5,4118H8, Y16=MiTek 6:series BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD.TOP 17'- 2.0' -153/ 8920 0/ OH 5.50' 1.43 OF(625) AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. 8-07 8-07 VERTICAL DEFLECTION LIMITS: LL=L/240,TL=L/180 T 1 1 MAX IL DEFL=-0.011'@ -1'- 6.0' Allowed= 0.150' 1-07-102-07-14 4-03-07 4-03-07 2-07-14 1-07-10MAX TL CREEP DEFL=-0.015'@ -1'- 6.0' Allowed. 0.200' fff1 MAX LL DEFL=-0.043'@ 8'- 7.0' Allowed= 0.812' MAX TL CREEP DEFL=-0.088'@ 8'- 7.0' Allowed= 1.083' 12 12 IIM-4X4 MAX LL DEFL=-0.011'@ 18'- 8.0' Allowed= 0.150' 10.00 Q 10.00 max TL CREEP DEFL=-0.015'@ 18'- 8.0' Allowed= 0.200' 4.0' 5MAX HORIZ.LL DEFL= 0.007'@ 16'- 8.5' MAX HORIZ.TL DEFL= 0.010'@ 16'- 8.5' Di Design conforms to main ree-resisting system and components anddcladding criteria. Wind:140 mph,h=22.9ft,TCDL=4.2,BCDL=6.0 ASCE 7-10, lAll Heights),Enclosed Cat.2,Exp.B, MWFRS(Dir), oad duration factor=1.� Truss designed for wind loads in the plane of the truss only. 6-1.503 6-1.5x3 0 do 0 m 6-3x4 6-3x4 .i''''t ,� �� o ��,D PROFE. o z' -tor -='B � .0 NC7iN /0 6-4x4 6-3x8 =6-4x4 ;� /0/3/ll i' '- 2 °2• PE �`' 1 b l 8-07 8-07 Aire, Y b y J. �` . 1-06 17-02 1-06 Q sFL -7 OREGUNN ,,w .0 '4'14, '2-c �-4- 6'RRII..\ JOB NAME: TIMBERLAND LOT 8 TROY PARK - C4 Scale: 0.3010 WARNINGS: GENERAL NOTES,Wets CaleMise noted: EXPIRES:12131/2015 1.Builder and erecbn,connectoreloud be advised of as Gent Nand 1 The design le hued arty Amodio paranelare shown and krar anlnaddsl Truss: C4 and WaninWe before consbuaeneo,anwrnm. bldAg component Applicability of design pararnekre and 2 2z4 companion web bracing mug be joggled Alen shown.. nmryordbn of component la to rtcposlbcey of the bitlb,W 3.Additionalteponry bracing*insure Wbmly dung construction 2�Dasgt,a.um.are top and bottom dhadebbe!Rawly braved ` .0„R11111.� DES. BY: LA Is ther.wnea 2a..and at10o.o.feepemeelyP N&bracedthroug tteirlenpmby mly'oftlaeimoc AdtlxbnN gangland bracing of ramous slea6drtl Gush as plywood aheadig(TO)andmrdrywall(BC). tic WAS 1'�' DATE: 10/31/2014 the overall.94400 N Mie resporW�y ache building designer. 12c lnpaa bridgingor a4rel bracing required where shawl . ,..,„;\:s O tis. ?� 4.No load should be applied to any component LAM NW at bracing and 4.Indabwah ofWes's the rnpmsbnbyorlerupoctive connector. 4 C -15 SEQ.: 6101916 fasteners are c eeadatnaanearoWdenymadsgreatertan .Design..antebueaaretobeusedInanaKonewaennam,ert, pr rp TRANS ID: 411471 use 5.0 OT�,tar`sesloco'trolover� assume and sue d" � > Sod C5 .urtfig b.mg ala Gupp xas own.3hmawedpel //. 55Mstlon,handling,shipment and installation or comps 7 Conan manes adequte&PAWi i4ed r �- B.This design le Noodled I 1111111111III1111llll1111IIIII� Iogre �a lar &P�a.�bea�adnnba faces bg..andp dGudeb�a TPNNTCANBCSI,copies of Milch nig be Swished upon request iiss 0Aiow fa.OfpSteo,Ems. ,.p i1. 4 &Fnbsbdi�emeoit creer elu M7ek USA,IndlCompuTrus Software 7.6.8(1L}E 10.fwe.icm,aectorplate deegn noes ss ESR-1311,ESR-1W58(MIT* •A 4, 51398�,� , F', G/STE1L ..,,,,-4''' . . • 111111 This design prepared from computer input by PACIFIC LUMBER: LARRY M LUMBER SPECIFICATIONS TRUSS SPAN 17'- 2.0' IBC 2012 MAX CENSER FORCES 4WR/GDF/ =1.00 TC: 2x4 OF 0108TR LOAD DURATIONINCREASE 524 2- BC: 2x4 OF#100TR SPACED 0'0.0.1.15 2-3=(-147 3611 9-8=(-94)406 4-9=( -199)215 WEBS :2x4 DF STAND 3-4=-737 217 9-5=( -154 394 LOADING 4-5=-602 208 9-6=( -203 214 TC LATERAL SUPPORT<=12'0C.SON. LL(25.0)+DL( 7.0)ON TOP CHORD= 32.0 PSF 5-6=-602 235 7-8=) -833 209 BC LATERAL SUPPORT<=12'OC.UON. DL ON BOTTOM CHORD= 10.0 PSF 6-7=-737)244 TOTAL LOAD= 42.0 PSF 7-8= -21 57 LETINS: 2-00-00 2-00-00 U.=25 PSF Ground Snow(Pg) OVERHANGS: 18.0' 0.0' BEARING MAX VERT MAX HORD BRG REQUIRED 8RD AREA For hanger specs. -See approved lens LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. ((SPE(CIES 9 P pP P REQUIREMENTS OF INC 2012 AND IRC 2012 NOT BEING YET. 0'- 0.0' -158/ 905V -180/ 19211 5.50' 1.45 OF(6253 Connector plate prefix desnatars: 17'- 2.0' -88/ 721V 0/ OH 5.50' 1.15 OF 825) C,CN C18,0118 for no prefix)=CoapuTrus,Inc BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD.TOP M,M26HS,M18HS,Y16=11TeO YT series AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. 8-07 8-07 VERTICAL DEFLECTION LIMITS:LL=L/240,TL=L/180 I' CAX LL DEFL=-0.011'@ -1'- 6.0' Allowed= 0.150' DEFL=1-07-10 2-07-14 4-03-07 4-03-07 2-07-14 1-07-10 MAX RVAXEEP U.DEFL=-0.039'@ 4'- 2.4' Allowed= 0.812' � � 'f. f0. Allowed= MAX TL CREEP DEFL=-0.079'@ 4'- 2.4' Allowed= 1.083' 12 I1.1-4x4 12 MAX HORIZ.LL DEFL= 0.006'@ 16'- 8.5' 10.00 7 -1 10.00 MAX HORIZ.TL DEFL= 0.010'@ 16'- 8.5' 4 5 Dysig.anfoowo nwin winlaodg resriseirng .91 Hind: 140 wyyh 11=22.5ft,TCDL=4.2,BCOL .0ASCE 7-10, (All Heights),Enclosed Cat.2, Ezp.B, RNFRS(Dir), load duration factor-1.� Trues designed for wind loads in the plane of the truss only. M-1.5x3 8-1.5x3 0 rn 0 OD 61-3x4 AllibLis 4 R� ` en0 PREF 2` �9' •ems t5��GSNF �S�t© II-4x4 M-358 =M-434 CS.;',' 10/31// 2s l 1 l 8-07 8-07 4411.► rt 1-06 17-02 y� ,, OREGON, <0 "r0 -IY 7 4 20:P-k- JOB NAME: TIMBERLAND LOT 8 TROY PARK - C3 Scale:0.3031 WARNINGS: GENERAL NOTES,idles. hoed: EXPIRES:1 2131/201 5 1.Builder and emboli corwamr Mold be ealviaed of co General Notes 1.This design is holed ally upon the pantomime shown and's br an Individual Truss: C3 and Warnings before cofwbucbocccmencee. bonding component Applicability of design peamefom and proper 2.2,4 compression sob bracing must be installedleges Mown+, mcolppMon of=mooned Y the realambaay of the bulking d a Additionaltec reoybmoingtoinsuembNtydwror�m.men 2 Greene.amw.themvaabanpmaard.mbelnenwgaa�ed" "`' �,�RRiLL 8 DES. BY: LA athe resppfwmmbofthe a.eor.Additioapem.mmtbmureof zoc.and et10o.c.respemyer7weeabreaaadamghpamM by DATE: 10/31/2014 theew,ailabuctuewtherespmwmmyofmsbundhgdesypmr. ays lodginggash:vbwoaewredswon .mroravwr >. ,y�� VwA.s� �f' 4.No led.hould be appaedbaycomporoft uda.waraa aa.So Ridging or!Metal bmpag rewired where Shown ,,. do !,y !y'' SEQ.: 6101917 Nolo(safeaearemmpapmamaanycomont no enie brachgand 4.Immo.mnoffu.btMmspafwlbaaymthereepleweeen ctor. ,�ti '�• c. define bade heappbedmag congwso cow loads greater aDesign asuman bums am m be used in a nenaneWe aMmnment, �`�E. '3® and ate for ver sonbslm'of use. 2 TRANS ID: 411471 5.cempuTrus has nocontrol over and mums.naresponsibility for die w.oeaqnassunaampbewg.eaaa,ppaa.Iw.w,.swmawed," I`I ' -' fMdssaoM1 batdang,.hpment andbaabetion of components. ],Ds urea lo= draispabyymvided. d - 11111111111111111111111111111111 6.This design la fumMwtl subjectto theameebm.let fog by a Phmes be to lou on bellow.. bus.and plated So th:icsmr ,% TM/I RCA in EMI,copies ofwfdMwi be furnished upon request lines coincide svllh loud coder Ones. MiTnk USA,Inc.ICon noTrus Software 7.6.8(1L}E in Inches. 10. bask connector Digits intlicate size leatedesg values seeFSR.1311,ESR-1963 GAT* P� Re,51398, ,yam ccsriw N `5'6IQNACi,''' 1 t 0. 5 • • III1I' I MIThis design prepared from computer input by I"I WPACIFIC LUMBER: LARRY M LUMBER SPECIFICATIONS TRUSS SPAN 7'- 8.0' IBC 2012 MAX MEMBER FORCES 4WR/GDF/Cq=1.00 IC: 204 OF#10015 LOAD DURATION INCREASE=1.15 1-2= 0)109 2-6=(0)0 2.S=(-438)232 BC: 204 OF @148TR SPACED 24.0'O.C. 2-9=)-122)394 WEBS:214 OF STAND 3-4={-2721)227 LOADING 4-5=1-104 54 TC LATERAL SUPPORT x=1200C.BON. LL(25.0)+0L) 7.0)ON TOP CHORD= 32.0 PUP BC LATERAL SUPPORT o=12'0C.VON. EL ON BOTTON CHORD= 10.0 PIE TOTAL LOAD= 42.0 PSF BEARING MAX VERT MAX HORZ BRD REQUIRED ORB AREA LETINS: 2-00-00 2-00-00 LOCATIONS REACTIONS REACTIONS SIZE SO.IN. (SPECIES LL=25 PSF Ground Snow(Pp) 0'- 0.0' -19/ 457V -91/ 2561/ 5.50' 0.79 DF 625 OVERHANGS: 18.0' 0.0' 5'- 9,2' 0/ 58V Ol OH 5.50' 0.09 OF 625 LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL 5'-11.2' -278/ 396V 0/ OH 1.50' 0.51 OF 625 Connector plate prefix des nators: REQUIREMENTS OF IBC 2012 AND INC 2012 NDT BEING MET. 7'- 8.0' -57/ 485 0/ OH 1.50' 0.08 OF 625 C,CN C18 CN18(or no prefix)=CompuTrus, Inc M,M26HS,iIIBHS, 16=IliTek YT series BOTTOM CHORD CHECKED FOR IOPSF LIVE LOAD.TOP AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. VERTICAL DEFLECTION LIMITS:LL=L/240,TL=L/180 7-08 MAX LL DEFL=-0.011'@ -1'- 6.0' Allowed= 0.150' T { MAX TL CREEP DEFL=-0.015'@ -1'- 6.0' Allowed= 0.200' f y MAX LL DEFL= 0.107'@ 1'- 5.4' Allowed= 0.254' MAX TL CREEP DEFL=-0.104'@ 1'- 5.4' Allowed= 0.339' MAX TL CREEP DEFL=-0.001'@ 0'- 0.0' Allowed= 0.103' j MAHORIZ.LL DEFL=-0.071'@ 5'-11.2' MAXX HORIZ.TL DEFL=-0.078'@ 5'-11.2' Design conforms to main windforce-resisting 12 system and components and cladding criteria. 10.00 7 1( Wind: 140 mph,h=22.5ft,TCDL=4,2 BCDL=6.0,ASCE 7-10, (All Heights),Enclosed Cai,2,Exp.)), MWFRS(Dir), load duration factor=1.6, • Truss designed for wind loads in the plane of the truss only. mr o 0 0 o r. 0 m M-5x6 [ P.19� p PRO 2.=' 6.z. Fg`EF�jS' M-4x4 cC' 0/3/111 r/�* /- e" •_-a2f$PF �,- ,� l Y l l aeldiroP 1-06 6-00 1-08 !► IPROVTDE FILL BEA IIx1;11s -gL 4,OREGON I, �44, - 4y 14, 2 �� ; JOB NAME: TIMBERLAND LOT 8 TROY PARK - CJ3 Scale: 0.4062 WARNINGS GENERWLNOTES, 0000000 senmd: EXPIRES:12131'2015 1.Balder and emotion aoMabr maid be advised of all Gemini Nates 1.This design s Meed only mond*gams shown and is bran Individual Truss: CJ3 and Wamsgs before construction commences. aadeN mrrym d-9909nbbilydF mpn 0smnatee40d190 , 2.34 compression web bracing mint Me00Md M4esdww,n e. inomatamn of component s 6e rsWrsfom4'onto budding I P40i9msianewary bracing b Inoue stabmy deed combustion 2 Oslgnwawmsmw:lop sod bamomahwdssMMennybraced ` g1LRII-Z 77 DES. BY: LA stMreapasmgWofineel.eor.Mauna detriment braabear za.aamrttvo.a.mspeMvelyunlesbmcotlliombattee by O DATE: 10/31/2014 IMOMrnnstr lueswamposiNtiyntmebuild - a°'ae"01'^°�ro+�haePy"°°°�re�.na(Tc)a'droraryw,lH�Qtl1ec>. -V- .Zem `F wAs1t7„x. building designer. a installation lmpal bridgty a herd brecing'embed where Mown ere 4.No load should be applied b any component util altsrisaeng and 4. °rhos sWsrspnebddy of the naponwcontractor. T.,4ti C SEQ.: 6101914 Mame aream�pete and atnoMashoal any toads plac man s.lama.aneahae.eaate mMwdinamn<°na.Neemdmmmt q �e T� wok/moods be spprsd Wray componed. M an briery condition.of w TRANS ID: 411471 5.CompdrmoNano cmbaover ada.enesnore wntyro,the B and kil be'nro't" shlmerwedgeH %i/ febnaale Hiding,sltymM and Installation of madam 7.Designssuos adequate damages pprevided. J °' 11111111111111111111111111 6 This designs CSI sod subject to the Limitations set sub by a lines 00Ptoloseonalle located an b0 lines abyss,and placed co their corder TPWN/CAInBC9l,cops.of Mich will M Washed upon request. MsednrlIb Wahjotrp¢s2tsboeefee .. .. f #Tek USA,Inc/CompuTrus Software 7.6.6)1L}E In inaws. 10. bDigitsose�comedompsle deign values we ESR-1311,ESR-1988(NaTel0 '1R 51398 w� ,I'/dSTE •