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Plans (2) 3 f-/C) B sW YSA/;�f t-r w, lOr. MiTek MiTek USA, Inc. 250 Klug Circle Corona,CA 92880�j �Ir�j ,Ye` 951-2 EI Y ED Re: 17988 JT SMITH PL2945 3p'�' DEC 17 2015 CITVo TIGAIII) B'UILDINC3 D11/610N The truss drawing(s)referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Pacific Lumber& Truss Co.. Pages or sheets covered by this seal: K 1565011 thru K1565063 My license renewal date for the state of Oregon is December 31,2016. Lumber design values are in accordance with ANSI/TPl 1 section 6.3 These truss designs rely on lumber values established by others. OFFss �NG,INEF9 /O29 E�7E2PE r OREGON 99 �qRY Ay �t�Q /PAUL P� CE7CFI 1 16 December 1,2015 Rivera, Mark The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer,per ANSI/TPI 1. This is design refrom computer input by Pacific Lumbeeand Tr and Truss-BC LUMBER SPECIFICATIONS TRUSS SPAN 33'- ES" IBC -012 MAX MEMBER FORCES 4WR/GDF/C,1.00 TC 2.4 IF X16BTR LOAD DURATION INCREASE = 1.15 1- 0) 64 2-10-1-2411 1729 3-10-(-221) 186 BC: 2.4 IF N16BTR SPACED 24.0" O.C. 2- 3-,-2043 420 30-11-1-1701 1459 10- 4-( -40) 443 NESS: 2x1 DE STAND 3- 4-(-19391 444 11-12-1-1701 1343 4-11=1-6051 264 LOADING 4- 5-(-1323) 434 12- 8=1-2671 1570 5-11=1-310) 1092 TO LATERAL SUPPORT 1= 12"OC. PON, LL( 25.01.DL1 ].() ON TOP CHORD 32.0 PSP 5- 6=1-13241 434 11- 6-(-606) 264 BC LATERAL SUPPORT <= 12"07. DON. 01 ON BOTCHORD = 10.0 PIP 6- ]=1-2839) 444 6-12-( -40) 443 TOTAL L LOAD = 42.0 PSF 7- 9=(-2043) 420 12- ]=(-221) 186 OVERHANGS: 16.0" 16.0" 9- 9=1 p) 84 LL 25 EST Ground Snow (Pg) BOTTOM CHORD TRESSED FOR A 20 PSF LIMITED STORAGE BEARING MAX VERT MAR HORD ERG REQUIRED BRG AREA LIVE LOAD AT LOCATION(S) SPECIFIED BY IBC 2012. LOCATIONS REACTIONS REACTIONS SIZE so... (SPECIES) THE BOTTOM CHORD DEAD LOAD IS A MINIMUM OF 10 PER. 0'- 0.0" -260/ 1566V -288/ 238H 5.50" 2.51 OF ) 625) 33- 6.5" X60/ 1!,66V o/ OH 5.50" 2.51 OF [ 625) ON., 2: Design r.h-kad for ne1(-5 pIf) uplift ac 24 spacing. VERTICAL DEFLECTION LIMITS: LL-L/240, TL-L/1A0 MAX LL DEFL - -0.007" @ -1'- 4.0" Allowed - 0.133- EYE TL CREEP DEFL - -0.009^ @ -1'- 4.0" Allowed = O.178- MAX LL DEFL - -0.0]]" @ 16- 10.3" Allowed - 1.640" MAX TL CREEP DEFL -0.183^ @ 16- 1D.3" Allowed = 2.186" MAX LL DEFL -0.007" @ 35- 0.5" Allowed = 0.133" MAX TL CREEP DEFL -0.009" @ 35- 0.5" Allowed - 0.178- 16-10-04 NORIZ. LL DEFL - 0.039^ p 33'- 3.0" 16-10-D4 16-1Q-OQ MAX NO Z. ':L DEFL 0.063" @ 33'- 3.0^ 5-09-15 5-06-03 5-06-03 5-06-03 5-06-03 5-09-15 12 12 Design conforms to ..inwindfome-[es u[tng 00 system and components and cladding criteria. 8.00 M-4x6 B y 0" Wind: 140 mph, h=24.lft, TCDL=4.2,BCOL-6.0, ASCE 7-10, 5 .M (All Heights). Enclosed, Car.2, Exp.B, MNFRS(Di[). load duration factor-l.6, End eaItical(s) a expoeed to wind, M-5x6 3 M-5x6151 Truss designed forewin0 loads in the plane of the t..a. only. 0.25" 0.25" M-1.5x3 M-1.5x3 1 + + on on l0 1 23'. o M-4x9 M-3x9 M-5x8(SS M4 �M-9x4 ��PEID PROFFss B-07 y 8-03-04 y B-03-04 B-0 �NGINEF9 /02 1-04 33-08-08 11-04L 9782PE v� JOB NAME : 17988 JT SMITH PL 2945 - A4 �.✓��r�� Scale: 0,1576 MRMNW: GENERAL MOTES, urY,rW. V 4!J 1.e.an.mn.rmnmm.m,Rwdae..ai..am.rG.nn.iNoe. 1 mea..Gn(.w..conn.ronn.v.nm.snwwn.mNa..nMe.;a�.i 9 OREGON Truss: A4 ww.m;nw Mae oon.wmo.wm,.m... wmnv owaxam roN'..m aaw(vo P.nm.. z.a1 mrpSvxr w,EMmvmnl YiMMe Wnn (wap ww wb wry>n,mew'arymP L Amman."s.a,vm m...rmM.-I wa'anwban zo.R,.wn..m.MP.rd mmmmwme.nm.4 a.ra M "99 qRY lb (G .rn,..mMSRr aae wm,..memM P.mnn.m a.onva zen.mM)aoo r.weaxr u,a.en..e monvmm m..engin e, /r �� DATE: 12/1/2015 a..n.Mumn.re nMoreOM,aav wMrG mNG.r. uoin i1iitivre"i'••va"40a'^itlinvNcl.•a'>Mw.RB<I pA UL nP.a MiaG'a n eRn(M.ve'.m..e wn Mnw.,.. SEQ.: K1565011 • No em aowe..Ppeae.q m.Ron.m w.n.rM M.Ma.re i�mewnaw.n.nso.eNn aan'.m.'.+o>,nrer swn.rt m'c(.e.^e M no m.row.m mvn.wrv.n a awa-. r^..w....nuwwae.non wno.q.n..onn»n TRANS ID: LINK °'v"sa'°.'la'°c.r"m'""" .n°`.°r°y"wonRa�'. 5 Lmgim lr..m mea enrntl aun.mnlvaY.Ir b P. a M1N E..rrGTY agwsYmm SMn or.q,T.e M>u.ni,NVMIM rMn.M mneM.me(mnRm.N. r e«�.�.n..a.e.e GNn.v.e Ro�.Ma EXPIRES: 12/31/2016 , „,,,,,,,,,,„n.a�n„„,®a.,s.m,e�.,„„,,,nN, December 1,2015 r I rgNrtCPIn BL51,¢Tn.a WVNW NYmM�l olio npeK m.mgM wp pR anNr M. ' a' MiTek USA.InR/Z,mnWTus SaTrele]B T(4L}E )o.°v1.mR ma d nnaen r s..) 1.FSRnRro IM1..1 ' r Dr swpiww.�.s n ign This is Lum or aid tl from computer input by Pacific Lumber antl Truss-BC LUMBER SPECIFICATIONS TRUSS SPAN D'- 5.5" IBC 3012 MAx MEMBER FORCES 4NR/GDF/Cq-1.00 TO: 2.4 OF N16BTR LOAD DURATION INCREASE • 1.15 - C=1-19831 438 1- 9-(-268) 1666 2- 9=(-191) 196 AT: 2x4 OF N16BTR SPACED 24.0" O.C. - J=1-RBS) 465 9-10=(-167) 1433 9- 3-( -52) 406 WEBS: 2x4 OF STAND 3- 4-(-1306) 439 10-11=(-168) 1330 3-10=1-5831 260 LOADING 4- 5-1-13061 430 11- 7=(-271) 1557 10- 4=1-3151 1075 TO LATERAL SUPPORT 1= 12"OC. PON. LL( 25.0)aDL( 7.0) ON TOP CHORD - 32.0 PSF 5- 6(-1822] 441 10- 5-(-606) 264 BC LATERAL SUPPORT - 12"OC. DOW. DL ON BOTTOM CHORD - 10.0 PSF 6- 7-(-2026) 416 5-11-( -40) 444 TOTAL LOAD = 42.0 PSF 7- 8-1 01 84 11- 6-(-221) 185 OVERHANGS: 0.0" 16.0" LL = 25 PBD Ground Snow (Pg) BEARING MA% VERT MA% HORS BR6 REQUIRED BRG AREA •• For Ilan - See tl lam BOTTOM CHORD CHECKED FOR A 20 PSF LIMITED STORAGE LOCATIONS REACTIONS REACTIONS SILE SQ.IN. (SPECIES) ger specs. app mve p LIVE LOAD AT LOCATION(S) SPECIFIED BY IBC 2012. 01- 0.0" -204/ 1405V -280/ 271H 5.1D" 2.25 OF ( 625) THE BOTTOM CHORD DEAD LOAD IS A MINIMUM OF 30 PSF. 331- 5.5" -261/ 1563V O/ OH 5.50" 2.50 OF 1 6251 --------------- OND. 2: Design checked for net(-5Est) uplift at 24 Too spacing, VERTICAL DEFLECTION :.SHITS: LL-L/240, TL-L/180 MAX LL DEFL -0.074" @ 16'- 7.3" Allowed 1.627' NOW TL CREEP DEFL -0.176" @ 16- 7.3" Allowed 2.169" MAX LL DEFL -0.007" @ 34'- 9.5" Allowed 0,133" MAX TL CREEP DBFL -0.009" @ 34'- 9.5" Allowed D.RB" MCs HOOPS. LL DEFL 0.038" @ 33- 0.0" MAW BORIC. TL DEFL 0.061" @ 33- 0.0" 16-07-04 16-10-04 lIt 5-06-15 5-06-03 5-06-03 5-06-03 5-06-03 5-09-15 Design anc ndd rome ne ma wi claddingre[1CPrrq system amtor.is and claddingc _ 12 12 'wind: 140 mph, M1=24.lft, TCDL=4.2,13CDL•6.0, ASCE 7-10, M-4x6 1All Heigntsl. EEnclOsetl, Cat.2, Exp.B, MWFRS IDI, B.00 Q B.DO oar duration `actor=1.6, 4.0" End v Callsi eexposed t wand, 4 �*' Trus se d.....ad for w-d load. .n the plane of the truss only. M-5x6(5) 3. M-5x6(5) 0.25" 0.25" M-1.5x3 M-1.5x3 + + M-4x6 1 1 M-3x4 18.25" M-3x4 :M-4x4 M-5x8(S) 77 �QEp PRO FFS 8-04 } B-03-04 y 8-03-04 y B-07 y \�� N61NEF9 S/0 � t 1 33-05-O8 1-04 e 89782 P E r JOB NAME : 17988 JT SMITH PL 2945 - A5 Scale: 0.1626 WIXXIXOI: O..BRAD OI., wYeu Wgnnu,mYY. V 4'J 1...'am Wa0an mrM..r tlwk M aawaam AGmnl Ncbc IThb owaa, ..m,XWn tlw P.-ars Navin.M h Es.n IMY.WwI 9 OREGON TYUSS: A5 .m lrwm.aps w".wnm"m"«,."w. NA.m 'mPu.m.Popp.,me.Nw P..Ime.a PAPX 1/j 2 xaa mmPrts a a B dw9 mW M mdebed..e.n.Mxn.. Y,mR^nbnWm^M.n1v Y.^W,WXI.N.,...na M.V,.,. � ARY 3IOlAarwl Yrryor.ry b.ay bnwu.Nti,Ou.'P a^..'�n 3 Cwpi=M Cp YM..b M 4.mlY... -` n.PUW�m�..t.WT.n.cbr.M[ke,.l Yrm.,wM CnW aI mo cam.uMtllO ec,.W�HWIY�nbW b.[.aBbeg.ue.ar YNDC) f1 v DATE: 12/1/2015 .,,,,yn,wrya...NWm.w aal m.m . 1 ixowaab.mm W...Xgrcl•"X'ml.maPlecl PA UL "\ SEQ. : K1565012 • .YW.Ata ap.a matIY amw'..I.u.m Yl _%.m . m..lbm".w.n...Pm.b.,.W...e�.W se....w"µe.m nm Y.Y.w."r mv.m em" b D.YL^...w.. ..,.w.l. TRANS ID: LINK n.a�Ipn...PPba."m".... CamBuIma..- ..xwww- --w,aaaV. - .v. EXPIRES: 12/31/2016 hhuMn.IvxYF.Y4m...N VYYM OI mmMW.. i D.MT.wn..Mq/u..ppw PwW December 1,2015 ia MITak USA,InslCom T.ua SWU..e 7670 L}E N 0 4.b wrcwM NblM,7tw4.We ESX1)I1.ESB16991 WT.k) This design prepared from computer input by Pacific Lumber and Truss-BC LUMBER SPECIFICATIONS 33-08-08 HlP-D SETBACK 6-00-00 FROM END WALL IBC 2012 WAS MEMBER FORCES 4WR/GDF/Cq=1.00 TO: 2.4 OF X16BTR; LOAD DURATION INCREASE - 1.15 loon-Repl - 2-( 01 84 2-13-1 -966) 3258 3-13=( -123) 215 2x6 OF IS T2 - 3=1-41401 1327 '3-14-1-1445) 4266 13- 4-( -263) 1257 BC: 2x6 DF IS LOADING 3- 4-(-4026) 1347 14-15-(-1445) 4286 13- 6-(-1367) 699 WEBS: 2x4 IF STAND LL = 25 PSF Ground Snow IPg) 1- 5-( 0) 0 15-11-( -968) 3258 6-14-( 0) 272 TO UNIF LL( 50.01*DLI 11.01= 64.0 PLP 0'- 0.0" TO 91- 0.0" V 4- 6-(-3309) 1162 14- 7-( 0) 272 TC LATERAL SUPPORT <- 12"OC. VON. TO UNIF LL( 100.01.DL( 2B.0)= 128.0 PLF 9'- 0.0" TO 24- 6.5" V 6- 7=1-43671 1605 7-15=1-13671 699 By LATERAL SUPPORT <= 12"OC, SON. TO UNIF LL( 50.0).DL( 11.0)= 64.0 PLF 24'- 8.5" TO 33- 8,5" V 7- 9-(-3309) 1162 9-15=( -263) 1257 BC UNIF LL( O.OI.DL( 40.0)= 40.0 PLF 0- 0.0" TO 33'- 8.5" V 8- 9=( 0) 0 15-10=( -123) 215 --• _________ - _ _= 9-10-(-4025) 1347 NOTE: 2.4 SPACING AT 24-OC BOB. FOR TC COKE LLI 375.0I.DL1 105.01- 480.E LBS @ 9'- 0.0" 10-11-(-4140) 1327 ALL FLAT TOP CHORD AREAS NOT SHEATHED TC CONC LL( 375.0).OLI 105.01= 480.0 LBS P 24- 6.5" 11-12-1 01 84 ... . . ...... ........... . BOTTOM CHORD CHECKED FOR A 20 PSF LIMITED STORAGE OVERHANGS: 16.0" 16.0" LIVE LOAD AT LOCATION(S) SPECIFIED BY IBC 2012. BEARING M. VENT MAS HORZ BRG REQUIRED BRG AREA THE BOTTOM CHORD DEAD LOAD 15 A MINIMUM OF 10 PSF. LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES) 0'- 0.0" -824/ 28811 -150/ 150H 5.50" 4.62 IF 1 6251 33- 8.5" -B24/ 2BBBV 0/ ED 5.50" 4.62 IF ( E25) COND. 2: Design checked for net(-5 par) uplift at 24 spacing, VERTICAL DEFLECTION LIMITS: LL-L/240, TL=L/1B0 MAS LL DEFL - -0.007" @ -1'- 4.0" Allowed - 0.133" WAS TL CREEP DEFL - -0.009" @ -1- 4.0" Allowed - 0.178" MAX LL DEFL -0.160" @ 16- 10.3" Allowed - L 640" MAX TO CREEP DEFL - -6.370" @ 16'- 10.3" Allowed - 2.186" MAS LL DEFL - -0.007" @ 35- 0.5" Allowed - 0.133" MAx TO CREEP DEFL - -0.0C9" @ 35- 0.5" Allowed - ..178" MAX. BORIC. LL DEFL 0.056" @ 33'- 3.0" MAX BORIC. TL DEFL 0.095" @ 33- 3.0" 0-04-15 0-04-15 •f-� .�-� Devge conforms to rA,hintlforce-resisting B-11-I1 15-09-02 B-11-11 system and components and ciaddinq criteria. 4-OS 4-01-12 $-@1-D6 5-06-05 5-01-06 9-01-12 4_QS Wind: 140 mph, h=21.4ft, TCDL-4.2,BCDL•6.0, ASCE 7-10, (AL1 Heights), Enclosed, Cat-, Exp.B, MWFRB(Drr), 9808 BOR load duration factor-1.6, 12 510 M-3x5 M-3x5 5 M-9x10 End veresigned) a eindoles to wma, 8.00 M 9 8.00 Truad designed for wind loads 6 7 in the plane of the truss only, M-1.5x3 M-1.5x3 } } O 1 2 13 1 15 1 2 O M-9x8 M-3x10 8,25" M-3x10 M-9x8 0 M-7xB(S) ��Eg PROFFS y r-05 B-05-04 ; B-05-04 8-05 i �� ENGIN EF9 s/ 02 1-04 33-08-08 1-04 ¢44w' 89 X82 P E 9l JOB NAME : 17988 JT SMITH PL 2945 - AH1 Scale: 0.1826 MIMI OENEML NI uN-M4nna mW'. V ^� I.BI and en<bn mMQV NOJa 4 YJMW N NI GmnN WY. 111..1 w4W mn I, pamnm,N<wm.M Is..n l,NwaW 9 OREGON Truss: AH1 mewmy.bin mnwmnBABn ,Inpmem.Alp'IwM4ry Na..gn wwm.wn.b mob' � �� Q 2..1 am's YNn wW snen,.41MME NI.n Nbnn.. 'mryweMn 'n'.%,I n•V^WM t, W1eN a•Wb,. 9,9 'lRY 1(_ 2L Q+ ].IA]Vml wmµv.lYMWbI,weYdYel On^ii 2CWP..mmx Mb>.M Mown NwE.b 41MIlY deaOel J A f.n.1 Im Pon bausn, I Aeeew.Mv da �M MnryW 3o<.MNIP.r sm,BB IY Wes be<.E tl.wgMJ..Imnn EY v DATE: 12/1/2015 e.w.nemme.e a.w nma'.berr Ne.w.MeM oe.awr. ].Nn'.kwdI.BNM mm..eM.00e w.e.rylrc)Ywwarcwllem. /Jq UL A\ ,,..e baby wYYnI Y.4M,e4'.B,o,T ) .n.. SEQ. : K1565013 Wb.aN,wue b.wbBY.nr m,..ebn YN Nv wM.w.Y.m . InY.Y.mnn.,�e..nmmN4llraru.,m4.r..ron..<c, • Y•4.nm w�pYY wdNroNre lnM v.YbWepneY,M1n 5 0.q'.emn.e eu�eveb 4slb.mrmmm emewn.rM1 TRANS ID: LINK ee.E'w44.Pwbab mr mn.w•n w..awY m'ewrau.. scm.l,l.r..ro<wYa ow..N.......ro,.wwMaw a �em..Iu 4..wN r..FwY Nen sbna...aR.n EXPIRES: 12/31/2016 .bob".I.'d'9..M•w'..N.,Yb.w,of mn4n'.n.. ] D.-V's.,..•4P..J--P.YPm'N•a. 5 ,Mb.,,n.•,.4a.,Mml,,.,.Y..n.<,..I«'.'BY 5 FY....e4�wYam4NM�N.s..,a,I.wem..en'wr December 1,2015 ' • tPlMrtcnm ecs.mPY.N.]m�wlb MmY.B"mnrpnN .M N,e wnY,bw. • Y NkTek USS,InrAD Tns SNI i 67(ILFE B Ppb.4wYm Wpernlwha IIW'I 0 ESR-I4Y IMR.q This design prepared from computer input by Pacific Lumbe[ and T[uss-BC LUMBER SPECIFICATIONS TRUSS SPAN 33'- 8.5" IBC '-012 MAX MEMBER FORCES 4WR/GDF/cq=1.00 TC 2x4 IF N16BTR LOAD DURATION INCREASE = 1.15 1- 2=[ 0) B4 2-12-1-26]) 1634 12- 3-( 01 190 BC: 2x4 DF X16 BIN SPACED 24.0" O.C. 2- 3=1-20731 458 12-13=(-268) 1634 3-13-(-3261 199 WEBS: 2x4 DF STAND 3- 4=1-11051 461 13-14-(-210) 1469 13- 4-(-210) 605 LOADING 4- 5.( 0) 0 14-15-(-311) 2599 13- 6-1-2631 145 TO LATERAL SUPPORT - 1POC. UON. LL( 25.0)'DL( 7.0) ON TOP CHORD 32.0 PSF 4- 6-(-132]) 442 15-30=(-310) 1598 6-14-(-262) 145 BC LATERAL SUPPORT <= 12"Q.. UON. OL ON BOTTOM CHORD 10.0 PIF 6- 8-1-:3271 442 8-14=(-110) 605 TOTAL LOAD = 42.0 ISE 7- 8-1 0) 0 14- 9=(-326) 199 -----------`____---------_" 8- 9=1-17051 461 9-15-( 0) 190 NOTE: 2.4 BRACING AT 24-OC UON. FOR LL = 25 PIF ground Sno. IFg) 9-30-(-2073) 458 ALL FLAT TOP CHORD AREAS NOT SHEATHED 10-11=( 0) 84 -------------_------------- BOTTOM CHORD CHECKED FOR A 20 PSI LIMITED STORAGE LIVE LOAD AT LOCATIONS) SPECIFIED BY IBC 2012. OVERHANGS: 16.0" 16.0" THE BOTTOM CHORD DEAD LOAD IS A MINIMUM OF 10 ISE. BEARING MAX VERT MAX HOES BR6 REQUIRED BRG AREA LOCATIONS REACTIONS REACTIONS SI2E SO.IN. (SPECIES) 01- 0.0" -_34/ 1568V -201/ 20tH 5.50" 2.51 DF 1 625) 33'- 8.5" 234/ 1568V 0/ OR 5.50" 3.51 DF 1 625) COND. 2: Design checked for net(-5 psf) uplift at 24 " spacing. VERTICAL DEFLECTION LIMITS: LL-L/240, TL=L/180 MAX LL DEFT - -0.007" @ -1'- 4.0" Allowed 0.133" MAX TL CREEP DEFL - -0.009" @ -1'- 4.0" Allowed - 0.176" MAX LL DEFL - -0.076" @ 16'- 10.3" Allowed 1.640" MAX TL CREEP DEFL - -0,179" @ 16'- 10.3" Allowed - 2.186" MAG LL OEFL = -0.007" @ 35'- 0.5" Allowed 0.133" MAX TL CREEP DEFL - -D.009" @ 35'- 0.5" Allowed = 0.178" MAX HORIZ. LL DEFL : 0.039" @ 33'- 3.0" 0-03-07 0-03-07 MAY HOR;2. TL DEFL = 5.065" @ 33'- 3.0" Tor Iff 11-11-11 9-09-02 11-11-11 11 If I Design conforms to main windforco-resisting 6-01-12 5-06-08 4-10-09 4-10-09 5-06-08 6-01-12 system and components and cladding criteria. 12 12 Wind: 140 mph, h-22.4ft, TCDL-4.2,BCDL-6.0, ASCE 7-10, (All Heights), Enclosed, CaL2, Exp.B, MWFRS(Dir), 8.00 F7 M-9x695 M-3x4 7 M-4x6 "�8.00 load duration factor-1.6, End vertical(s) are exposed to wind, Truss designed forwind loads in the plane of the truss only. M-3x4 M-3x4 oI2 1J I4 Is I 1 M-3x6 M-1.5x3 M-3x8 M-3xN M-1.5x3 M-3x6 M-3x5(5) L 6-00 1 5-06-08 1 10-07-08 5-06-08 l 6-00l E G 0 INEP R OFe. 13-08-08 k 2a 00 �� N F9 1-04 33-08-08 1-04 8 782PE JOB NAME : 17988 JT SMITH PL 2945 - AH2 Scale: 0.1576 MRNH1 ; GENERAL NOTSL ur-dMmes rqW. V 1Gro., 1.]M•4.Yi^•G.r3uN.sea. ,rx.nYvm,.Nl.a,.n„tllu%ul 9� OREGON2^QQ' Truss: AH2 .ro vwn:"ve.a,.wn.mmnmmm.ro.. waav m"c>'m.rogIm Me.NG,N•'^"N..M NnP.r ].3a aamme-aa bI, I*.11d W-.. Iwm .. RPue iL A•rnm,rtNb MYN WY91V 4LNi,w. G ].A,4ew.I.mew.ry,,..m a,,.w.WNm 4,..m mnmwOs, ] D.NG'..N.r,.b_aP N,4 roRm.,,rba6.N.rol,kr.M.r 9 LAqy 1`A• �11�l. Awr..PmNM(p arw n«u.A94gwlm""N'Nm a.arGd m°�`�•� wbqn h.� '1 �v DATE: 12/1/2015 r.owr.Fan.•WLN r•cwwar>e.a.u,osy., ] almP.a dayr,vmYMl ng an•=ro N.•RNa*c).,wm am..INBtI )On 11L a s.o,y r.y..a.l,.,.w,..n•• r''11 V SEQ. : K1565019 ramN,w,uL..Pp.aa.m m„cm.�r,,,rN.]..r ad • h•Ynn Ln aomN Lro tlroM WW MbM•Gr.LrA'tlen 5 DnGn wurw n.ronmre.•..m•mn.r6 TRANS ID: LINK ar.o.a.a e.yp.ea mF mr,wrNn mor b'W Wim°"'.' 5l:mp,iru lne rotvrtl err•M•rm.ro,. rybq• B we-ea iw 111 bNYy NYyPYYmr arm w.y4 .�E Nro .ro �Mm,rmPwG NG..R .wro EXPIRES: 12/31/2016 a December 1,2015 • 1 iGIMTCAn 8L51,mA.WMC,n,Nb rwnYVJugnnpNN MmvtiG MpxonYr knL • MRek USA.IrIclGom TM SOTrere]B]1L}E B. W ( 10 rQ'=.mnyp wM..ESR-1]1ESR-1 RBB IL4i.41 This design prepared from computer input by Pacific Lumber and Truss-BC LUMBER SPECIFICATIONS TRUSS SPAN 33- 8.5" IBC 2012 MAX MEMBER FORCES 4WR/GDF/Cq-1.00 TC: 2x4 IF R16BTR LOAD DURATION INCREASE = 1.15 1- 2-( 0) 84 2-12-(-426) 1646 12- 3-( 0) 190 BC 2x4 OF k16BTR SPACED 24.0" O.C. 2- 3-(-20]3) 632 12-13-(-427) 1645 3-13-(-324) 165 WEBS: 2.4 IF STAND 3- 4-(-1705) 645 13-14-1-4221 1467 13- 4=(-154) 618 LOADING 9- 5=1 0) 0 14-15=(-449) 1597 13- 6=(-2791 209 TC LATERAL SUPPORT - 12"W. UON. LL( 25.0)+DL( ].01 ON TOP CHORD = 32.0 PSF 4- 6= -132]) 580 15-10= -498) 1598 6-14=(-2791 209 BC LATERAL SUPPORT <= 12-OC. UON. DL ON BOTTOM CHORD = 10.0 PSF 6- 8=(-1327) 560 B-14=(-154) 618 TOTAL LOAD - 42.0 PSF ]- 8=( 0) 0 14- 9=(-324) 164 ------ --- _====-s----______ B- 9=(-17051 645 9-15-( 0) 190 NOSE: 2x4 BRACING AT 24"OC PON. FOR LL = 25 PSF Ground Snow IP9) 9-10=1-20731 632 ALL FLAT TOP CHORD AREAS NOT SHEATHED 10-11=( 0) 84 -------------------------- --------- BOTTOM CHORD CHECKED FOR A 20 PSF LIMITED STORAGE LIVE LOAD AT LOCATION(5) SPECIFIED BY IBC 2012. OVERHANGS: 16.0" 16.0" THE BOTTOM CHORD DEAD LOAD IS A MINIMUM OF 10 PSF. BEARING MA% VERT MAx HORS ERG REQUIRED BRG AREA LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES) 01- 0.0" -343/ 1568V -203/ 203H 5.50" 2.51 DF 1 6251 331- 8.5" -343/ 1568V 0/ OH 5.50" 2.51 DF 1 625) M-1.5x4 or equal at non-structural Vertical members (a..). OND. 2: Design checked fur net(-5 psf) uplift at 24 spacing. VERTICAL DEFLECTION LIMITS: LL-L/240, TL-L/180 MAX LL DEFL -0.007" @ -1'- 4.0" Allowed 0.133" MA% TL CREEP DEFT -0.009" @ -1'- 4.0" Allowed - 0.178" MAN LL DEFL -0.076" @ 16- 10.3" Allowetl - 1.640" MA% TL CREEP DBFL -0.179" @ 16'- 10.3" Allowed - 2.186" MAX LL DEFL = -0.007' @ 35'- 0.5" Allowed = 0.133" MAX It CREEP DEFL -0.009" @ 35'- 0.5" Allowed 0.178" MAx HORIZ. LL DEFL 0.039" @ 33- 3.0" MAX HORIS. TL DEFL = 0.065" @ 33- 3.0" 14-11-11 3-09-02 14-11-11 6-01-12 5-06-08 2-11-062-02-10-02-102-11-06 5-06-08 6-01-12 Design conforms to main inaforce-resisting system and componentsand cladding criteria. 12 12 8.20 Q 8.00 Wind: 140 mph, h=23.Oft, ...I, Co 820E=6.0, ASCE 7-10, M-9x6 M-4X6 (All Huratio , Enclose., CaL 2, Exp.B, MFRS(DIc) M-3x9 load duration factor=1.6, 6 End vertical(s) a exposed to wind, Truss aesignea mm wind loads in the plane of the truss only. M-3x4 M-3x4 o M-3x6 M-115x3 M-3x8 M 14 Mx8 M-1155x3 M-3x6 M-3x5(5) 6-00 5-06-08 1 10-07-08 6 5-06-08 1 6-00 �.�F,PE GPN OFFS/ 13-08-08 20-00 �� N F9 0�9 1-04 33-08-08 1-04 E97E2 P E r JOB NAME : 17988 JT SMITH PL 2945 - AH3 Scale: 0.1576 WIRNIN0.9: OENEMIAWTEa. M._Wxrw_inW: (/ ^� ,.E.4tl.r.m._.mnWm.mr.rwa m.a4_a a.A r,.__I N.M ,..I:.a..lc"i•m..acnlY w.�m.n�mrb_.m.,,w l.mr..imNia•.I 9 OREGON Truss: AH3 °mw.mnnw mm_w_meo..ar...�. mury m"w'.m M.'�miry ma.:m P°M.n,...a w_r Zj �� rZ0 z.a4,��T..<fi.l,.nma.,n._w,m.. •_+[roue°nwwnwiwmirm°r°.pon.mnMn°wrenem.ian°r 9 Az5. Q' .a.P.om..lm P•"alwm,a_a.mml.m.ur m.na.r ,9L RY ].MMwIMma_ry Mary birwn 4GXry tluinp mnWucmn Yacerd°I 1p oc.re°p°cRroll unb®LiewatlrovybW N°Y bryN hY ''11 man r..ywinmlllr clll.erxbr.Ib]imrolp.mm roM MCWW mrNnwwW_tliM VJiupIY'rcN Ye.NicN(TC).nNw tlTMll(9C 1. A UL SEQ.DATEK156 015 n.c..m mmw_.d.en ,de.1alry.11bem. s.almp...aa.n ar mmenew ryreRukM Mm_nmm.. SEQ. : K1565015 4.Ila b.Wev m 1..am.n mrryw_a en,. ,.0 e,.[nee 4. .,Mmen,mn.ve-e.P.miurtrMw,omomm.....cmr. mnemr°._migbb•m rtm m..Wa.n am. .r nee s.D.°i-..mmdox°...Mmmi.m m..wooxmmn.meo nwnt Mgln b.n e..Pgi.n m.m mrpv.nr .rk M ror'rM.o am.a..1 TRANS ID: LINK b.D..i�.......m m.ma x.11_PPom nw_r.smn or w.na.0 s .°ae fe° ' °._°...° .....r°°p.r_nroror^^ ry. EXPIRES: 12/31/2016 Th. w,mmm,,...,edmi,.mr.4,n.1_..a,m. ...d„mae�.p..pm.i4.a. December 1,2015 e.7n.a.nan brwran.a_p.am n.,mnm__,mm 6r e.Pam..'.Il m lemma o.can mn o,eva,ens p...a..m.r mum, • • TPIHrtCPN BC51,mp.eM MN vnAm mm'__]u_nnpan. Inn magm Hnpim anbrtiro.. MiTek USA.IPhAGhmpUTdm SoUaH,7671E ( )E a.Dym names nzs..m n'Yclws. IO.For mn .-.pmda.pn won MA ESR-Un.ESR-ISB91MN.q This design prepared from computer input by Pacific Lumber and Truss-BC LUMBER SPECIFICATIONS 8-06-08 MONO HIP-D SETBACK 1-09-08 FROM END WALL IBC 2012 NICK MEMBER FORCES 4WE/GOF/Cq-1.00 TC: 2x4 BE R16BTR 8-06-08 GIRDER SUPPORTING 33-08-08 1- 2-(-3642) 954 1- 6-( -554) 3020 2- 6-( -744) 3050 8- 5=(-130) 86 BC: 2x6 IF SS LOAD DURATION INCREASE = 1.15 (Nan-Rep) 2- 3=(-3052) 800 6- 7-(-1516) 5720 6- 3-(-2630) 792 WEBS: 2x4 OF STAND 3- 4=(-6724) 1770 7- 8=(-1332) 5284 3- 7=( -292) 1816 LOADING 4- 5=( -208) 224 7- 4=( -534) 2742 TO LATERAL SUPPORT 24"Oc. DON. LL = 25 PSP Grwntl Snow (Fg) 4- 9=(-5070) 1438 BC LATERAL SUPPORT I- 12"0C. CON. TO UNIF LLQ 50.01+DL( 14.0)- 64.0 ELF 0 0.0" TO 1'- 2.3" V TO UNIF LL( 47.4)+DL( 13.3)= 60J PLF 1'- 2.3" TO 8'- 6.5" V BEARING MAX VERT MAX HOES ERG REQUIRED BRG AREA -- ----------------------- BC UNIF LL( 0.0)+DL( 19.0)= 19.0 PLF 0'- 0.0" TO 8'- 6.5" V LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES) NOTE: 2x4 BRACING AT 24-OC UON, FOR BC UNIF LL( 396.4)+DL( 269,5)- 665.9 PLR 0'- 0.0" TO 8'- 6.51' V 0- 0.0" -851/ 3259V -1281/ 1281H 5.50" 5.21 OF 625) ALL FLAT TOP CHORD AREAS NOT SHEATHED Or- 6.5'• -854/ 3123V -1251/ 1281H 5.50" 5.00 IF ( 625) __ TC COED LL( 7.9)+DL( 2.2)- 10,1 LBS @ 1'- 2,3" LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. COND. 2: Design checked for net(-5 psf) uplift at 24 "do spsnin 2 )cconplete trusses 31 DIA g Atfach 2 ply wr[h 3•'x.131 DIA GUN BOTTOM CHORD CHECKED FOR 10 HP LIVE LOAD. TOP VERTICAL DEFLECTION LIMITB: LL=9/240, TL=L/180 nails staggered: AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. MAX LL DEFT - -0.046'• @ 4'- 9.5" Allowed - 0.381" 9" o n 1 [owls) throughout 2.4 top bottom chords, MAX TL CREEP DEBT -0.108" @ 9'- 9.5" Allowed 0.508" 7" o n 2 row(s) throughout 2x6 bottom chords, 9" 0 1 row(s) throughout 2x9 webs. MAN XORI2. LL DEFL = -0.009" @ For hanger specs. - See approved plans MAX HORIZ, TL DEFL -0.015" @ 0 5.5" 1-02 7-04-08 ONO. 3: 150.00 PLF SEISMIC LOAD. 1-02 2-03-06 2-04-13 2-08-05 Design Conforms to As in windforce-resisting system and components and cladding criteria. 12 lO.lOM Wind; 140 mph, h=19ft, TCDL=4.2,BCDL-6.0, ASCE 7-10, 12.00 (All Heights), Enclosed, Cat.2, Exp,B, MWFRS ID1r), load duration fail. 1.6, End vertical(s) are exposed to wind, Truss designed for wind loads in the plane of the truss only. M-5X6 2 M-3x6 M-4x8 M-1.5x3 aa M-5x10 M-4x8 M-7x8 M-6x8 1 J 1-04 3-05-08 3-09 B-06-08 Ep PROFFS11 �NGINEF9 /0 89782PE v` JOB NAME : 17988 JT SMITH PL 2945 - BH1 l Scale: 0.4977 W1RRrX08: GENERAL NO]E8. uMer etl'eMr mbE: 9 OREGON 1.Butla,W.nmrimMvtlorYwaM dors I..NW_'Wb. 1.]Ns ae•pn NG ..4.1 m.Imrviabn Yarn sM I.Nr iMMawl � Truss: BHl .m wMnmR.mbY mn.e.m.n mn.r.,n.n e.ysre rom..rom./npmMme.npi w••'•bbY.m L•mP.r � /1/ O a mrtpnumr�wWN.ag rm.,aln•Yl.Swvr wr .. YY,rPo,.aan„romI.m.Y.r.Wnn:NIMbNi.all B.1ror. 9,9 �qRy 9.06] rol Yrnronry./.ore mirv.4WM awns mn4w9an y.0••iq'n.tis..ap.nO Eatlwn dwMmGl.brYly•/neer r.epenatinh of qs arxbr.AAmW.prh_BB ryal mm_[^.W..r10.c ngwW.ly vib®G'.W tlraip'gN tlalrbgY Oy /� DATE: 12/1/2015 n.c..nua.m..i.e.rwAn:NNh mals m.mire aepror. .n..e:re. .Ibh.mne.wmlrefrcl."mmr myxnn(Bc). 1 ) AUL 3.3lmrgd dgpre YYYnlMsmhs, MMn.Nmm.♦ /1 SEQ. : K1565017 a.Nm mm wm4aa.Rgbam.ny mrw�.m.,m Kw..a .ms, 4.InwlNemnmel..bnY Y.o...iwm.rm. mnoYro.loma.m ma.en.Y,wnin.nonwrmmw.i.,i-rhara TRANS ID: LINK a..onl..e.a..PWM m.ny..'hwe Y.a.Y mr ary ommbm�m.... I.. ,T-m.rom„mam..r ena.®.ob.iY nmPY ulmmru. e.IWaN,..n.,..mlle.,.1.11-Ppe,s,vin sl..n,r..aw it EXPIRES: 12/31/2016 YM1obn.ron.ne.Y.pn.m.n,r....rw nwPs. ,.p..q.orm...a.m.arviroO.b R,cna.a. December 1201 B.]r..bipin HmMa-1hP is ex Re.w.n...1.Oy a.PIM.11 rel.on.h-c(We,.nd siva]®q.Y gnbr • • I'mahcain BG31,'..d...M m111..P.n r.4inn. m.._u d..Mxh Yrl'nw. L)-E M 'B.DsY....-W W.¢n iNea Mi BSA,IndC.mpuTms EOTvam]8](1 e..w MYmmrmmrrYbanpr.M e-ESE4311.ESRn9Bt(MI].q This design prepared from computer input by Pacific Lumber and T,.ss-BC LIMBER SPECIFICATIONS 35-06-00 GIRDER SUPPORTING 16-02-00 IBC 2012 MAX MEMBER FORCES 4NR/GDF/Cq=1.00 TO: 2x4 DF «16BTR; LOAD DURATION INCREASE - 1.15 lNon-Rep: 1- 2-1-14300) 3154 1-10-1-2406) 10932 10- 2-( -6881 3076 14- 7=(-2686) 696 2x6 DF 5S T2 - 3-1-115181 2534 10-11-1-2334) 10596 2-11-(-1566) 336 7-15=1 -624) 2910 BC: 2.8 DF ES LOADING 3- 4-1 -91181 2064 11-12-{-'000 9420 '1- 3-( -524) 2556 15- 8-1-1676) 446 WEBS: 2x4 OF STAND; LL = 25 PSI Ground Snow (Pg) 4- 5-1 -7514) 1764 12-13-1-1552) 7740 3-12-(-23221 610 8-16=1 -372) 1994 2x6 OF 02 A; TO UNIF LL( 50,0).DL( 14A)= 64.0 PLF 0'- 0.0" TO 35'- 6.0" V5- 6-1 -7214) 1716 13-19=P15S91 7744 12- 4=( -996) 4500 2x6 OF 95 B BC UNIF LL( 202,11.DL( 157.4)= 359.5 PLF 0- 0.0" TO 35'- 6.0" V6- ]"( -7224) 1714 14-15=(-1508) 1470 12- 5=(-1072) 234 7- 8=( -9168) 2070 15-16=(-18741 8562 5-13-( -46) 332 TC LATERAL SUPPORT <= 12"OC USE. @@ADDL: BC CONC LL+DL= 3123.0 LBS @ 1'- 11.0" 8- 9-(-11016) 2388 16- 9-1-1880) 8894 5-14-(-3720) 912 BC LATERAL SUPPORT <= 12"OC. UDN. 14- 6=(-1788) 7636 BOTTOM CHORD CHECKED FOR A 20 PSE LIMITED STORAGE __-_--------______-- -__________ LIVE LOAD AT LCCATION(S) SPECIFIED BY IBC 2012. BEARING MAX VERT MAX HORS BRC REQUIRED BEG AREA NOTE: 2x4 BRACING AT 24'OC UON, FOR THE BOTTOM CHORD DEAD LOAD IS A MINIMUM OF 10 PSF. LOCATIONS REACTIONS REACTIONS SIZE SQ.IN, (SPECIES) ALL FLAT TOP CHORD AREAS NOT SHEATHED 01- D.0" -2331/ 10510V -269/ 269H 5.75" 16.82 IF 1 625) .................................--- 35'- 6.0" -1663/ 7647V p/ OH 5.75" 12.24 IF 1 625) complete trusses required. naiLa '_ ply with 3"x.131 DIA GUN ails staggered ow( n9" o n I row(s) throughout 2x9 [op chords, OND. 2: Design checked for net(-5 ps❑ uplift at 29 spacing. �-7 9" Oc to 2 [owls) throughout 2.6 top chords, HANGER BY OTHERS TO APPLY CONC. 9" Oc rn 2 row lR throughout 2xe me mm chords, VERTICAL DEFLECTION LIMITS: LL-L/240, TL-L/180 �� ®I 1 MAX LL DEFL = -0.190" @ 14'- 2.T' Allayed = 1.727" LOAD(S)EOUALLV TO ALL MEMBERS. w.. - in i tow(.) throughout zxa webs, MA% TL CREEP DEFL -0,493" @ 19- 2.7" Alloyed 2.303" MAX HORIZ. LL DEFL = 0.04B" @ 35'- 0.2" MAX HORIZ. TL DEFL 0.089" @ 35'- 0.2" 12-09-07 1-03-08 4-06-13 16-10-04 Design conforms no mr indforce-resiacinq system and componentsand clatltlinq criteria. 2-01-12 4-07-11 6-00 1-01 4-03-05 5-03-09 5-03-09 6-03-01 Wind: 140 mph, h-24.8ft, TCDL=4.2,BCDL-6.0, ASCE 7-10, 12 12 12 (All Heights), Enclosed, Ca0.2, Exp.B, MWFRS(Dir), M-]x8 load duration fa<[ox=1.6, 8.00 8.00 6 1 Q 8.00 End vertical(5) a exposed '. win tl, Truss tlesigned fore wind loadso In the plane of the truss Only, M-5x10 M-7x8 7.4- M-3X6 ] M-3x6 + M-3x6 M-3x10 MSHS-5x14 M-5x16 Yu lB 11 12 l3 14 15 16 C M-4x12 M-4x8 M-5x8 M-3x5 0.25" M-5x8 M-3xB *3123# } =M-1oxlo(s) D PRO t�,PE` FFS 'k1-11 4-06-15 5-09-1s 1-10-13 y y y 4-05-01 5-07-01 5-01-13 6-01-05 �\GJ� !.\vGINE�.`� s/OA 35-06 9782PE v� JOB NAME : 17988 JT SMITH PL 2945 - CGIRD Scale: 0.1716 T WARMINW: IEXERALMOSO. .N at.ml_naM V / 1.0......-W nmmmm�.11aG.aN_a 1.1I G•rcnl ww. 1 Tl,..1..a..a mN,.Brie...Yawn.M 1..1.1 Ed.s.. 9 REGON B- Truss: CGIRD ww.'n'a.aam wmauwn�m.w.. wu'rommwn.rw ApP-rmaa..,....", ��/ tj.Qh z.1 canpee.anM B•w dem.Ma w.w wwn.. "x<m.ma"awmPo'.m.u.'••w'.r(b am.w.a,a a.. Ry 15 3AMR[m(Ierramry B.M'q m'mw nmry ew:a mn.mwsm aa.B,...,m..a.mpem mmm swama4bWrBw.e.1 n (` .m.MwasmaVah.w.m,.eaew'.(e.m.'.ma.oneala<.onro.a+Mr w,(._e'.wa w=w'=m a..(.'w'er V DATE: 12/1/2015 ._w._.m'm..E.'..o_a.,ram.w(araay.,. 3a( +«+wa.•m..MTwaeew.wlswnw •rewew..weGl PAUL �\ ^PwIwi4V'V w.Ml Y'•aV'.Y'•.aWwr.Mam.. SEQ. : K1565018 awn.awua•awau."r w'ao'.m w.a,.(e,.aa.'M 4 .r.'..w m"a...'a n'w e..wMe.m c.a wm•r.n s ...,n..m,...w.na'•.a..'o'..w,o.w.wwmam•w. TRANS ID: LINK °i9n1oiOa°°'°1Yi0 enc m'°w'm eo..'>'...�.tia.wean.I.'Iywsww,Shwme..ak.n wa.w, -'- w-•�'� aa�� EXPIRES. 12/31/2016 Iw'a• W- wFWR..w w.w ..ws _ B...B..wm'MM. B >.;. wa. wwWm.w,, .-.-w,ww .,w., December 1,2015 • • iVVMCAm BeSl,eq.•N wM1tl'WIG NmY.a yan np.l .n earof.Mpw soar M. • • "Tek USA,ImilCompuTrus SoMnre 79.7(11 E Is . 4mY0wpem(w.. -..B us'l E3R-(BBI IMii..) • E This design prepared from computer input by Pacific Lander and Truss-BC LUMBER SPECIFICATIONS TRUSS SPAN 3- 1.1" :BC 2012 MAX MEMBER FORCES 4WR/GDF/Cq-1.00 TC 2x9 DF X16BTR LOAD DURATION INCREASE - 1.15 1-2=( 01 84 2-4-(0) 0 BC 2.4 DF X1181. SPACED 24.0" O.C. 2-3=1-141 44 TC LATERAL SUPPORT - 12"OC. PON. LOADING BC LATERAL SUPPORT I- 12"OC. UON. IL( 25.0).DL( 7.0) ON TOP CHORD - 32.0 PSF BEARING MAX VERT MA% ROME BEG REQUIRED BRG AREA DL ON BOTTOM CHORD = 10.0 PSF LOCATIONS REACTIONS REACTIONS S12E SQ.IN. (SPECIES) OVERHANGS: 16.0" 0.0" TOTAL LOAD = 42.0 PSF 0'- 0.0" -99/ 404V -25/ 96H 5.50" 0.65 DF 1 625) 1'- 6.8" -90/ 39V 0/ OR 5.50" 0.06 IF ( 625) LL = 25 PSF Ground Snow (Pg) 3'- L L" -33/ 71V 0/ OR 1.50" 0.11 IF ( 625) LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET, 1= OND. 2: Design checked for net(-5 psf) uplift at 24 spatia 9 8.00 CHORD CHECKED FOR 10PSF LIVE LOAD. TOP AND BO AND BOTTOM CH00.0 LIVE LOADS ACT NON-CONCURRENTLY. VERTICAL DEFLECTION LIMITS: LL=4/240,Allowed MCR LL DEFL = -O.009- @ -1'- 9.0" Allowed - 0.133- MAX TL CREEP DEFL -0.009" @ -1'- 4.0" Allowed = 0.138" j MAXTC PANEL It DEFL 0.502" @ 1'- 3.5" Allowed - 0.210" MAX TC PANEL TL DEFL = 0.002" @ 1'- ..4" Alloyed - 0.316" MAX HOESZ. LL DEFL -0.000" @ 3'- 0.4" MAPS HORI2. TL DEFL - -0.000" @ 31- 0.4" Design Onfor s to fis m ) e-fes tndforcting system and components and cladding criteria. Wind: 140 men. h-19.5ft, TCDL=4.2,BCDL=6.0, ASCE 7-10, (All Heights), Enclosed, Cat.2, Exp.B, HIFRS(Dirl, load duration factor-1.6, End vertical(s) a exposed to wind, u sde ,-al forwild loads in the plane of the truss only. o � 2 9 M-3x4 1 L 1-04 1-09-08 1-03-10 PROVIDE FULL BEARING;dts:2,9,3 ��PED F R OFFss �NGINEF9 /0�9 89782PE JOB NAME : 17988 JT SMITH PL 2945 - BJ1 Scale: 0.8029 WARNINGS: GENERAL ( ea....a..mna,m.•a,uw.a...aMwm..a.,�wrw.. ) MOTES, Newm m. mWV,L OREGON ^ Truss: BSl Iwd:O 4J Q' wnp..m APNe,e.M m a,P•r•m•...M a, ].34w'iN•um wM M•mYmwla In\IW H,•n Yuvm.. nm'WS.nW miW.,2'a IRSYWM aex &MI,deVRw. �J V E?A� ( P 21W1 nlbnEaery[ntlry bY,n..4,IIM aw.S mt.WYa, ].DeimSI m••me'I.WEmm.b Y..nlh MW. ') �E71 uM1 V ` .MtllG ,ry �b �j •W,nW^atirtl me,•x•m,.AMww1HN-.m Marya oue c. cT'•Ir •W Svcy4wN Saw YMT er V DATE: 12/1/2016 ......+w..ne..y.r.wwp ae..w,G a.wv... sni.aeaI.w�,.i> ,.ac ,W+4Bc1 PAUL �\ SEQ. : K1565019 Na.m.nn Bw NWl....-egnpu.mual• 'auxnry.M w i..-....N..wN,.Nw.- .a • h•Mnnvn mm4.!•NNronr.YVW.rybN Sn.M,lmn 5 D..7..gvm•e,�•v..S•uW F•mwnom.,.mm�wl. TRANS ID: LINK e•.o.I�we.sa.ew..mm.�.m eo�..vGd n+.we.w.....swm...ean �N-1N.-.-1.,d•r.,..,a,.•...w WP a.. EXPIRES: 12/31/2016 ..n•...Hwx1nme.a.m.m mwm..(m.w�..•. TD•w'...,...a.w.w n...a.awb.a „•,„.,N, .ow,-wmR.-a .„ December 1,2015 • TnAxcA w SCO wy..of w•a,.11 e.Aws .uy."nR,.0 M,..n.m wei p:a...w,Yw.. • • MNNA USA,Incl' nWTnre SaNW.Fe I Tb.](1L}E Ba==-=WpW"w�=.. w ESR-(r 1 Fsnn Nos(Mrt.q l _ This LarLUtOER: La[preparedfrom computer input by PACIFIC IC LU [y M LUMBER SPECIFICATIONS TRUSS SPAN IS'- 11.5" OAP. 2: Design checked for nett-5 psf) uplift at 24 spacing. TC: 2x4 IF M16BTR LOAD DURATION INCREASE - 1.15 p¢y onfo[ms [o m inafo[<e-[esis[in BC: 2x4 OF k16BTR SPACED 24.0" O.C. 9n ° q system and Components and cladding Criteria. TC LATERAL SUPPORT <= 12-OC. LOOK. LOADING BC LATERAL SUPPORT <= 12"OC. DON. LL( 25.0).DLI 2.01 ON TOP CHORD - 32.0 PSF 'Wind: 140 mph, h-21.4ft, TCDL-4.2,SCDL-6.0, ASCE 7-10, DL ON BOTTOM CHORD = 10.0 PSF (All Heights), Enclosed, CaL2, Exp.B, NeFRS(Dis), TOTAL LOAD = 42.0 PSF load duration factor=1.6, Truss designed for wind loads LL = 25 PSF Ground Snow (Pg) in the plane of the truss only. LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL REQUIREMENTS OF IBC 2012 AND INC 201; NOT BEING MET. able era trues O Dn tinuous bearing wall N.A. -lxz o equal typical at scud verticals. BOTTOM CHORD CHECKED FOR IOPSF LIVE LOAD. TOP efer to CompuTY us gable end detail for AND BOTT CM CHORD LIVE LOADS ACT NON-CONCURRENTLY. orpi... specifications. 5-11-12 5-11-12 12 I Id-4x4 12 12.00 3 NO]12.00 oo M-3x4 M-3x4 L I ��ED PR OFFS -o0 11-11-oe 1-oa c,� ENGINES- 8 782PE JOB NAME : 17988 JT SMITH PL 2945 - D1 Scale: 0.3698 YMRMNW: GENERAL NOTES. a.-olMmwsmM. V M.e.w,.m.,.m.�mm.m�aw.me..aa..am.uG.nw.iwse 1.rnbw.e•bwwa„hew.n.wr,.Y�.m....eba...�m.,n�.l 9,� OREGON Q., Truss: D1 wven.ro c.aaaxYwnean mimYmr. wm,G m,.e,Yn wapBm"N.w P.,e,.Y�.,a waw, O 2.aam,mauonwas anam,e."IY Lara"Y.a.a..n.. eannm,rPa,.a bn.,..PmaNlm am.e4.dry... a Ass.,.nA '..og m—eNen a'an.- 2.PYP ead.a tlY beard ,unaiaEYm aYMv.nr me. ..nq Ixl of me xra,.sed.,eme-st MvgM 3m�c.YmM•n 10 ac.n4a- aibr Enoljc) NYYryTEY 4 �I DATE: 12/1/201$ Mann.Yum.•nXn�nuYYry Mlb hYlp Yqw,. a b4,etl sa tli .. I pywce McMryliLleM'v J'W+IIBLI ,1 PAUL P\ btlpry vYYnbvpnyM Mw."m. i•• SEQ. : K1565020 wYr a.wl.ra.eY.m aa.aa..a w.n,w a.e,G.na . n,rk.ean a�.R.rr•�Yugaew,..a.m..m,n.w ° sr.n.n mimY.wnrca,.Ywa.ry a.e.w..r a.n s.0,—m—-. iv,mnY,.en.v...i. TRANS ID: LINK °'°Ir"a.°e°e'roY'°Y'"Y m'v".'. s Lmei*n-Y.•m�Ya a,«-�a•.�e.•m r.«.ana,m. ° •"'.'"'a.".'°"""aw'"""'°""""°°e" EXPIRES: 12/31/2016 YYw�.r.,a,G.e,v,Ya.m.www.arm,�w.,r. G.em...e,..ea.aYY a"•w.aae.e a tM December 1,2015 tPrmrcA,Nbst m "w.arYalm. rwna WMpNowmrY • • MTek USA In YCmn NTrue Softare 7 e]SP21 L MB GNrY.mYmapYr�e.v��.Y it ( }E oFw Wecmm.awµY GY.pn nYw r•ESP.U.,ESP.Me®IWi•YI e , This design prepared from Computer input by PACIFIC LUMBER: Larry M LUMBER SPECIFICATIONS TRUSS 5PAN 18'- 2.0" INC 2012 MAX MEMBER FORCES 4WR/GDF/Cq-1.00 TC: 2x4 IF N16BTR LOAD DURATION INCREASE = 1.15 1- 2-( 0) 80 2- 8=(-103) 560 3- 8=(-272) 263 BC: 2x4 IF p16BTR SPACED 24.0" D.C. 2- 3-(-813) 236 B- 9=(-111) 518 8- 4=(-240) 510 WEBS: 2x4 IF STAND 3- 4-(-624) 273 9- 6=(-111) 518 8- 5=(-299) 274 LOADING 4- 5-(-624) 279 TO LATERAL SUPPORT - 12"01. UON. LL( 25.0)4DL( ].0) ON TOP CHORD- 32,0 PEP 5- 6=(-822) 245 BC LATERAL SUPPORT - 12"OC. UON. DL ON BOTTOM CHORD - 10.0 PSF 6- 7-( 0) 80 TOTAL LOAD = 42.0 PSF OVERHANGS: 12,0" 12.0" LL = 25 PIP Ground Snow (Pg) BEARING MAX VERT MAX HORS BRG REQUIRED BRG AREA LOCATIONS REACTIONS REACTIONS SIZE EQ.IN. (SPECIES) M-1.5x4 o equal at no -structural LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL 0'- 0.0" -153/ 878V -253/ 254K 5.50" 1.40 IF ( 625) REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. 11'- 6.0" 0/ 57V 0/ ON 80.00" 0,09 DF ( 625) vertical members (hon). 18- 2.0" -144/ 835V 0/ ON 80,00" 1.34 DF 1 625) BOTTOM CHORD CHECKED FOR 1OPSF LIVE LOAD. TOP Unbalanced live loads have been AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. considered for this design. COND. 2: Design checked for net(-5 sf) uplift at 24 spacing. 9-01 9-01 VERTICAL DEFLECTION LIMITS: LL=L/240, TI-L/180 MAY LL DEFL -0.002" @ -1'- 0.0" Allowed 0.100" 4-08-02 4-04-14 4-04-14 4-08-02 MAY TL CREEP DEFL = -0.003 @ -1'- 0.0" Allowed - 0.133" MAX LL DEFL -0.015" @ 9'- 1.0" Allowed = 0.552" MAX LL DEFL = -0.002" @ 19'- 2.0" Allowed - 0.100" 12 12 MAX TL CREEP OFFS, -0.003" @ 19'- 2.0" Allowed = 0.133" 12.00 M-4x6 12.00 MAX BC PANEL TL DEFL -0.061" @ 4'- 5.2" Allowed 0.552" 4.0" MAX HORIZ. LL DEFL - 0.008" @ 18- 0.4" 4 MAK NORIL. TO DEFL = 0.012" @ 18- 0.9" Design -forms to m rn x dforo -resisting system and componentsand cladding criteria. Wind: 140 mph, h-23ft, TCDL-4.2,BCDL=6.0, ASCE 7-10, (All Heights). Enclosed, Cat.2, EXp.B, MWFRS(Dir), load duration factor=1.6, Trues designed for wind loads M-1.5x3 M-3x5 in the plane of the truss only. 3 M-2.5x4 or equal at non-structural diagonal inlets. scsc yo o l M-3x5 M-4x8 9 0 M-3x4 9-01 1 3-00-03 1 6-00-13G) P� F� U NG NE '1-00y 18-a2 1-00 ccs\ � F9 O29 8972P JOB NAME : 17988 JT SMITH PL 2945 - E1 Scale: 0.2453 aMxM.,6.m.,.<m^,nmamreno.M m..aawa N."c.^.n)ws. �Em aeq^*.aeeO umnuwn^^.yNssm .rinbn ww..rc'.a..m9maw OR �y Truss: El an. .avm^.^aerml.oundmoxm ^.^.^®. pepry m'^wl.lx paiwuhwa..w'wn..sn.m pnwr x]/� 2� QQ' i. ^w'wnm,cmc.^'w'.mi.wl.ep=^xarinweama.ea^.,. 62MIO.C..I.a rt10eticbruwMcYh.rlaY UMtlas LlkiebuEM4lroaburpellulNl tlanakEbesq^EY .msaP YNi,a1c1wmroM ce,I -` t1 V DATE: 12/1/2015 3.a1,m e,af^^ nw ia:o Iw�nwnc� aoramalmc). pA UL "\ prom.' SEQ. : K1565021 4.roma -.wwn wwa^•mmmro.md-1-RW`sa-'sWm a Imnu.ea^mmn.l.4.r.M^^.eulp.lu»r..p.a..�^e.wr m mnplW aM XmEmeaMUM nYbWepleebrtlmn S.Poppe ea""wanatem-1 Mun]ina mnoanoYw emYonment �^.low.d wgiea mem mrmmem aMaI. amm .Hcaa'Wuee. TRANS ID: LINK 6.Daipi.wrrn.Nl N.ri^p M an�m.row^.sum ar..awu EXPIRES: 12/31/2016 x*WwBe..p^p,wpmeme wk.m.^Mmmw^.m 4p.b41 wl.p.pm December 1,2015 e.DPmag.,u Imlweanrnynmw'H..eW wmdm fi.I-Naaeelo,momom kwe arwn..,e p.me me..mmer • • WIMTCAin 6C 61,mpee alvticm MIIM NmM.E upan nquLL IlrcecurtgexM pm w^br b,... e.Dpm naawew mpe�ni^w. • e MITek U54,Inc IComWTrua Soflwere]B.rSP2(1 L)-E tD.For WnWaP erWr[4baevy^ Imnw,SSmN11,FSInI669(MIT*g ThisI, Lead prepared from computer input by Pacific Lwber and Truss-BC LUMBER SPECIFICATIONS TRUSS SPAN 61- 1.1. IBC 2012 MAR MEMBER FORCES 4WR/GDF/Cq-1.00 TC; 2x4 DF X16BTR LOAD DURATION INCREASE = 1-15 1-2=1 01 64 2-4-(01 0 BC: 2x4 DF X16BTR SPA-ED 24.0" O.0 2-3=(-131) E2 TO LATERAL SUPPORT 1= 12"OC. UON. LOADING BC LATERAL SUPPORT - 12"OC. UOS. Lit 25.0)+DL( 7.0) ON TOP CHORD . 32.0 PSF BEARING MAX VERT MAX HORS ERG REQUIRED BEG AREA DL ON BOTTOM CHORD - 10.0 PSF LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES) OVERHANGS: 16,0" 0.0" TOTAL LOAD - 42.0 PSF 01- 0.0" -39/ 316V -48/ 158H 5.50" 0.60 DF 1 625) 1'- 6.8" -66/ 169V 0/ ON 5.50" 0.30 DF 1 625) LL - 25 P9F Ground Snow (Pg) 6'- 1.1" -84/ 146V 0/ ON 1.50" 0.23 IF 1 625) LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. OND. 2: Design Checked for net(-5 psf) uplift at 24 spacing. BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. VERTICAL DEFLECTION LIMITS: LL-L/240, TL-L/180 MAx LL DEFL -0.007" @ -1'- 4.0" All oued 0.133" MAX TL CREEP DEFL -0.009" @ -1'- 4.0" Allowed - 0.1"10" MAX BC PANEL LL DEFL 0.003" @ O'- 11.0" Ali owed = 0.044" j MAX BC PANEL TL DEFL -0.004" @ 0'- 11.0" Alloyed 0.05B" MAX LORIS. LL DEFL - -O.ODS" @ 6'- 0.4" 12 MAX HORIZ. TL DEFL = -0.001" @ 6'- 0.4" 8.00 Design conforms to mat indforce-resisting system and componentsand cladding criteria. Wind: 140 mph, h=20.Sft, TCDL=4.2,BCOL-6.0, ASCE 7-10, All Heights). Enclosed, Ca1.2, Exp.., MWFFE(Dir), load duration factor-1.6, End verticalls, are exposed to rind, It- designed for wind loads in the plane of the truss only. o M-3x4 l L 1-04 PROVIDES B PULL BEARING;Jts:2�4,3 9-03-10 cp P R OFFss ANGINEF9 IO 97 2P v� JOB NAME : 17988 JT SMITH PL 2945 - BJ2 Brale: 0.5530 W�B'Itirvtl..r._1 Wua e..M••a 10 Gmnl Neba OIE iIFM•maw NNwO..1.11 ft nne. Yawn.MYM.n lrkmCW `v OREGON w- Truss: BJ2 .m w.�:,w man mr wom�m..wn<.. se.ommmrm.MPne.rya a•.a,vmn.Yn•m b.mam m Y n kml.emn m wnm. m,. .nw.Yma • r.a�N d.1 9 qRY A5 a.eeeen.iY,.wn.,y me,y m�rm..ftan.ie m.rnxm. z.o•Yw.mm'..an mP.ne mmn ae,e.b mYY,ar Y.na nnwimlM arm.n.mrrmleon•iw'^.^.n a.a�d mo o..ma(e¢c nw wmewy wra.w m.w .vs,Mrpll er L DATE: 12/1/2015 ...nr a.m.. b.nwwaav am.wbro a.pnr. jai,.me"'"'"°°""^Prr�e+'•.m�rvRcl.�a'.r a,....nlecl '1 (-CAUL P\ Ya-.YYni Ye,o naw.4.Tm aew�.. SEQ. : K1565022 .M^b•^r^♦"e•.P.wal hem.wn.n"m aY,a a.wm•,a . mmwa.ak,�Yannm,amararen,wwa..mnnw, Ymr�nm mn.I•Y hal he Ycil ar bvL pnmrhn 5 Cww•wrrw eu�•wbbuwfn•mrmm•n•rrv.abwA TRANS ID: LINK e.q�m.amym.am Yn mem«+ ..e,-m m.wrarw Sb,uTmr..mmwow.w..an.nonsn•a.n ae. a ..n..0 m.,.W aa.RmY.m.e sm.m.awn EXPIRES: 12/31/2016 rY.a..,,,t�.�.a.�a..tm...,m.a•..(am nr a P....nae.ws.am wa,bn.<r.,>..na w.�4�...�"Y, December 1,2015 ♦ • mIMTC..In BC51.¢p•dNM wYY 4mYveurynrp.a m•mva•wN p.o♦nYrYs ' • MTek U54nc/ComWTuSolwere]L](1B.LqY nJnY molnircJ n. 111.ESRnpR mR•q • • This design prepared from computer input by Pacific Lumber and TrussmBC LUMBER SPECIFICATIONS TRUSS SPAN _ - 1.1" IBC 2912 MAR MEMBER FORCES 4WR/GCF/Cq=1.00 TQ 2x4 OF M1[BTR LOAD DURATION CNCREASE = 1.15 I-2-( 0) 84 2-4-101 0 BC: 2.4 OF NILBTR SPACED 24.0" O.0 2-3-(-196) 119 TO LATERAL SUPPORT - 12^GG. UON. LOADING BC LATERAL SUPPORT <= 12"0C. DON. LL( 25.01.DL( 7.0) ON TOP CHORD - 32.0 PSF BEARING MAR VERT MAX HORS ERG REQUIRED BRG AREA DL ON BOTTOM CHORD - 10.0 PSF LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES) OVERHANGS: 16.0" 0.0" TOTAL LOAD - 42.0 PSF 0'- 0.0" -71/ 220V -72/ 220H 5.501. 0.35 DF f 625) 1'- 6.5" -205/ 41SV 0/ ON 5.50" 0.75 OF ( 625) LL = 25 PSF Ground Snow (Pg) 9- 1.1" -127/ 219V 0/ ON 1.50" 0.35 OF ( 625) LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. OND. 2: Design checked for nett-5 ps❑ uplift at 24 spacing. 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 RAT LL DEFL -O.COI" @ -I'- 4.0" A:lI..d - 0.133" MAX TL CREEP DER, -0.009" @ -1'- 4.0" Allowed 0.178 I MAX BC PANEL LL D-FL 0.007" @ C'- 11.0" All " Owed 0,044" MAX BC PANEL TL DEFT -0,009" @ C'- 11.0" Allwed 0.058" MAX HORIZ. LL DEFL -0.002 @ 9'- 0.4" MAX NOR I Z. TL DEFL -0.002" @ 9'- 0.4" 12 Design conforms to main indforce-resistlnq 8.00 [7 system and components and cl.dding Criteria. Wind: 140 mph, h-21_5ft, TCDL=4.2,BCDL-6.0, ASCE 7-10, (Ail Heights , Enclosed, Cat.2, ExP.B, MWFRS(Dirl, load duration factor-1.6, Endve cal(s) are exposed to vend, Tn sdeal gned fo ry mtl loads .n the plane of the IT- only. or o L x 4 M-3x4 L 1-04 1-09-08 y 7-03-10 P U PRO)cp y �N9 PROVIDE PULL BEARING:Its: GINE F9 0/0� 2,4.3 8 782PE JOB NAME : 17988 JT SMITH PL 2945 - BJ3 wale: 0.4475 WARMNOB: GENERAL NOTES. u•m Mmu mltl D, ^� ,.e.a•r.m.r.uonmm.rmrwwe..aNwm.wG.nw.iwu: i m..••a•.e.wmn•w�e�.w.m.s.w.n.m.ar..w.ai.i 9 OREGON Truss: BJ3 .0m, wmnt AMYi 1WM,NC••pn P.•m.w..m w<P•r �/ tL� Q� 2 .1m^Wewcn-m Mmv'ru1...IME xNn Hann.. 'rvxµr• nMttriMrnm'n b•r••M�aEYM aN•WYarq<••ar.r. LN � '9 qRY nyartilry Ntlw•r•cbr NtlgmlP",."•M MvgW 3oc•MtllG oc.r••pv2rvaY mLroMWYvm•4nN YxY YryT OY L DATE: 12/1/2015erow4•EucOx•wM.s...E•tr a er a+e"G s.w.,. � 3i'raae uora>I.wa de+a w•4 .. >am..iHec) ,1 PAUL �\ SEQ. : K1565023 . Na MM.Iaxa.Pw.en.m�m.mrn�.,N.Iwrw ww'n•m irrrm,Nw..,..m.r+e+'n>rw r.•P.o..ms.rmr .,.m,a....anmm..Iwu.r.Y a.N.w••.'e•� s.G..y....,m.er.ro..m awa..nonmao.,..m.a„�m�x TRANS ID: LINK °'°wioi0a°°'°°•i4O Y^'`m'°�'� a o..P.�x,..� ue..r.Gan u.,PPoramm,snn,m..W.n mat-�•m�=--� - •m' m-�N�� .d. EXPIRES: 12/31/2016 \bubn.IwY9.•.Y"•r..M VYYM n,mngn✓'y 1 G••Y'••.nw MNSYawp•bwm1.1 6 11ero.p,nMnN,M.4NbMYnaWmHgTCY a M.w....xrol,vb„eo.,.mN.�,_..,,.w.�n...mn., December 1,2015 tn6nrcAmacsl.mw••a.r.a,.Y e.e.,,.n.e ase.i•wM Hw ao.wa..NNM a,.r w. e Caro romw m.w eY,a... ' • MITak USA.IncJcomWTnn SaMne)BJ(1 L}E m.for p•s miwmN awpi nxw w:ESR,A,.ssR,aeE)Minq ' This design prepared from computer input by Pacific Lundar and Truss-BC LUMBER SPECIFICATIONS TRUSS SPAN 12'- 1.1" IBC 2112 MAX MEMBER FORCES 4WR/GDF/Cq=1.00 TC 2x4 OF 2400E LOAD DURATION INCREASE - 1.15 1-2=1 0) 84 2-5=101 0 BC: 2x4 OF M16RTR SPACED 24.0" 0.1. 2-3=(-7551 756 3-4=(-219) 131 TO LATERAL SUPPORT <= 12-OC. UON. LOADING BC LATERAL SUPPORT e- 12"OC. DON. LL( 25.0)+DL( 7.0) ON TOP CHORD - 32.0 PSF DL ON BOTTOM CHORD - 10.0 PSF BEARING MAX VERT MAX HORS BRC REQUIRED BURG AREA OVERHANGS: 16.0" 0.0" TOTAL LOAD = 42.0 PSF LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES) 0'- 0.0" -419/ 379V -96/ 285H 5.50" 0.61 DE ( 625) LL = 25 PSF Ground Snow (Pq) 1'- 10.3" -626/ 1041V 0/ OH 1.50" 1.24 DF ( 670) 1'- 10.3" -147/ 65V 0/ OH 5.50" 0.14 IF 1 625) LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL 12'- 1.1" -146/ 260V O/ OH 1.50" 0.39 DF 1 670) REQUIREMENTS OF INC 2012 AND IRC 2012 NOT BEING MET. BOTTOM) CHORD CHECKED FOR IOPSF LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. OND. 2: Design checked for net(-5 psf) uplift at 24 spacing. VERTICAL DEFLECTION LIMITS: LL-L/240, TL=L/SBO MAX LL PEEL = -0.007" @ -1'- 4.0" Allowed 0.133" MAX ':L CREEP DEFL -0.009" n -1'- 4.0" Allowed = 0.178" MAX TC PANEL LL DEFL = -0.022^ @ 1'- 3.3" Allowed = 0.117" MAX TO PANEL TL PEEL 0.025" @ 1'- 3.3" Allowed = 0.175" MAX HORIZ. LL DEFL = -0.005" @ 12'- 0.4" MAX HORIZ. TL DEFL = -0.005" @ 12'- 0.4" Designanfar ,Fdf or - rsring tm 12 system and components and claddir ng III,- 8.00 Wind: lou mph, 6=22.5ft, TCDL=4.2,BCDL=6.0, ASCE 7-10, (A:1 Heights), 'enclosed, Cat.'_, Esp.B, MWFRS)Dip, !.ad duralion fa<eor=1.6, End .er[ical lsl a exposed 40 wled, Russ desrgnetl forwind loads in he plane of the It- only. 3 o 5 O -3x4 L ��D PROFN 1-04� 1-09-08 10-03-10 ff--c�� G N& IS/ O PROVIDE FULL BEARING;JLs 89782PE JOB NAME : 17988 JT SMITH PL 2945 - BJ4 Seale: 0.3647 --,1 WARNINGS: GENERAL NOTES. uYw Mrvnw mM. V ^� 1 ...M.m.P...WulWd. MGW.A.-IN>w. 1 Tmed,4GWmnm.eMlnnm.wnJwn.N,.ar-EdMu1 � 9OREGON Q, Truss: BJ4 .roW.m,,v.°.w,.. ..nm.,o. wwSmv@+w'.t Am.ommmn..y.mn.ewn.as w.P., 20 b.m mnlb l,vwlW Mwn Yays. rmmau .W m,gx m. n.W,4NIm MN.bwM,,°..gm, V , P 2mm,mi.rm w.e 'v z�G..m..m.e.a.4.p.m mmn emrmm4w.nr Mnen "9 qRy 15 F, 3..WA'v.l wrr.'v.ry Mary b.,.u.MNlry Gnry¢nm,Nm eN.�mq,eiNary M°x xwv.1 Pm.,.m Mtl'9W Pdwn-.W-EWS uryAaErHYmM.mE°awy4aN°°,.M1v4 1(Eb DATE: 12/1/2015 mn.mm-eWN siANgm4wn)MOM Mm .. PAUL f] "! SEQ. : K1565024 mE.ow•m mnRomM,M.m,w Mory.m 4l.rum.aww.. wm.,..v.:........w • Yr,.n.n mryi.Y.Mmrotlm WWury bM.Y^r,M. 5 Dnq..�„m.fum..M Nu.d n.ronmr..w.m.mmxl. TRANS ID: LINK °"°""'O'0e'°°�'4""•"°"OO'• ° w.,v.°x.w-6, 5 Cmµi,v l..mcw9d.wr.M.rn..mrMv,.Wrybte EXPIRES: 12/31/2016 wbu°m.IwY9..1.Pn,..N.Y Wanmm'.. ] G..�iT snw mNr...1mP4P m December 1.2015 ° ]RMRCA46e51.uM1...M wNf.w...YmYelum.n4�nC ,v.otinM wN p,.m.l,Yaa ' MITAUSA,IncicomWTnre So%.Pe7a]1L E ? 1GPw,Naw wz.Npopn Mea ( } oro,rr mnem,p.w arv.nEe.m.ESR.u�i.ssR.ivm(Mrt.y • x This design prepared from computer input by Pacific Lumber and Truss-BC LUMBER SPECIFICATIONS TRUSS SPAN 18- 2.0" IBC 2012 MAx MEMBER FORCES 4WR/GDF/Cq=1.00 TC: 2x4 DF X16BTR LOAD DURATION INCREASE - 1.15 1-2=1 01 SO 2-7-(-92) 554 3-1=(-2711 263 BC: 2.4 DF N16BTR SPACED 24.0" O.C. 2-3=:-821) 227 7-6=(-93) 495 7-4=1-2921 521 WEBS: 2x4 IF STAND 3-4=(-632) 264 7-5=(-2751 263 LOADING 4-5-(-632) FBI TO LATERAL SUPPORT - 12"OC. VON. LL( 25,0).DL( 7,0) ON TOP CHORD - 32.0 PSP 5-6=1-821) 242 BC LATERAL SUPPORT c= 12-OC. DON. DL ON BOTTOM CHORD - 10.0 PER TOTAL LOAD • 42.0 PSF OVERHANGS: 12.0" 0.0" BEARING MAX VERT MAX HORS BEG REQUIRED BEG AREA LL - 25 PIE Ground Snow IPq( LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES( 01- 0.0" -151/ 884V -235/ 2438 5.50" 1.41 OF f 625) •• For hanger specs. - See approved plans LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL 18'- 2.0" -104/ 762V 0/ OH 5.50" 1.22 DF ( 6251 REQUIREMENTS OF IBC 2012 AND INC 2012 NOT BEING MET. BOTTOM CHORD CHECKED FOR SOPSF LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. OND. 2: Design checked for ne'1-5 psfl uplift a[ 24 spacing. VERTICAL DEFLECTION LIMITS: LL-L/240, TL-L/160 MAx LL DEFL = -0.002" @ -1'- 0.0" Allowed 0.100" MAx TL CREEP DEFL -0.003" @ -1'- 0.0" Allowed - 0.133" 9-Q] 9-01 MAx LL DEFL 0.015" @ 9'- 1.0" Allowed 0.662" MA% BC PANEL TL DEFL -0.096" @ 9'- 1.1" Allowed - 0.552" 4-08-02 1-04-14 I-DI-lI 4-08-02 MAX HORIZ. LL DEFL - 0.007" @ 17'- 8.5" If I MAX HORIZ. TL DEFL - 0.011" @ 17•- 8.5" 12 12 lz.00 M-4x6 Q 12.D0 i Nn sDesign conforms to ma w indfor ce-re vs¢ng 4 4 I-+! ys[em and componentsand cla tltling criteria. Wind: 140 mph, n-23ft, TCDL-4,2,BCDL-6.0, ASCE 7-10, IAll Neigh[s), Enclosed, 1.1.2, Exp.B, MWFRS IDirI, load duration factor-1.6, End ve rtical(s) or. exposed [o wind, Truss designed for wind loads in the plane of the truss only. M-1.5x3 M-1.5x3 o6 o M- M-3x4 3xN M-3x4 0 PRO 9-01 9-a1yRE G NE FESS/ 1-Do IN-0z � rGN Fq O�9 E97E2PE JOB NAME : 17988 JT SMITH PL 2945 - E2 Scale 0.2993 MRNINGS GENERAL NOTES. ,nbx aNervnw roY0' C" ^4J 1 .1..M.n[YanmrMqudwaNessw-E.1..Go,-,N.w. 1 ms% w,n.S.Wmnr,nenPnrmYnYmm.m1.k,.nm4Mwl � 9OREGON o � Truss: E2 .m vsaw, M. n mxmm.,w. RAN,=a'm."-R.'dawn Rwe^.wn.m w.lbv9n,W NimwINO M.n Yawn. senssmn.1 mr4v,st w q.nms-Is'R/WM se.p,b.m- 9,9 VARY ,✓ �Q 3.AMIb,nl4nRw.n'Nmmm.,..madxne mntl,Cen 2 ep...w�a..me aPw mm,mWNbml.snnr Y.'bd ` n.wm•elln sn-mer n, ,AWNarwl m yn,nr menorvm zma.ud la oc,..Pme.+h,nw a.na TC w..W mV DAT E: 12/1/2015 ew a.nn..wmw.w4nn.Pmw.rdenweesi.n., s al a.a axgry n wwnidwiy,.,..e in,.:a.n.. pq UL �\ SEQ. : K1565025 • "=a•4`^"•°°•'Pdw°m.nrm .mweee.' .emB.m leew. nmmw..ma dmen...'.m.re.m TRANS ID: LINK a..wa.a.a.awam.nrmnwnm a oq..e,m..� re..,.m n.il.,wo�Y.w.n sl.n o,..aB.n 7• m --m - -•��Asm EXPIRES: 12/31/2016 bdusan.MY9..Nm.d.m.e4Yn of¢npyynn t D.nT..u...gnlmw arnY nP>"l.E B TPAeTCArKS1we. ess.wNnwwmsmesWw s December 1,2015 • TvvxrcAlm ecsl.mPY.d.n.n.na n.nwew.m,wY Nn.m.m unlo.+vw�ww • • MTek LISA,InelCompuTue SoMnre T871LE B.opN.waw Ye.d py.nlrc».. 1 } Io E<�e..am,.wmd.we..ym..w....Esvnsll.Esanem cwT.y • This design prepared from computer input by Pacific Lumber and Truss-BC LUMBER SPECIFICATIONS TRUSS SPAN 18'- :.0" IBC 2012 MAX MEMBER FORCES 4WR/6UF/Cq-1.00 Tc: 2x4 DF M16BTR LOAD DURATION INCREASE 1.15 - 10 2- 8=1-891 550 3- 8'1-2911 221 BUT 1.4 DF X16BTR SPACED 24.0" O.C. - 3=f-8191 223 E- 7=(-901 990 8- 4=f-195) Ola WEBS: 2.4 OF STAND 3- 4=1-6281 259 B- 6=1-2951 234 LOADING 9- 5=f 01 0 TC LATERAL SUPPORT - 12"OC, PON. LLI 25.0)iDL( '1.01 ON TOP CHORD 32.0 POP 9- 6=I-628) 278 BC LATERAL SUPPORT 1 12 DO PON, DL ON BOTTOM CHORD - 10.0 PEP 6- 7=1-8171 239 TOTAL LOAD - 42.0 RSF OVERHANGS: 12.0" S.D., LL - 25 PSE Ground Snow (P,) BEARING MA% VERT MAN HORS BRG REQUIRED BEG AREA LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES) LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL 0'- 0.0" -153/ 689V -229/ 238. 5.50" 1.41 OF ( 6251 REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. 18'- 2.0" -105/ ]6:V 0/ ON 5.50" 1.22 DF ( 625) BMTOM CHORD CHECKED FOR IOPSF LIVE LOAD. TOP C AMC BOTTOM LORD LIVE LOADS ACT NON-CONCURRENTLY. For hang.[ specs. See approved plans OND. 2: Design checked for set(-5 Est) uplift at 24 spacing. •• - VERTICAL DEFLECTION LIMITS: LLL/240, TL-L/180 MhOt LL DEFL - -0.002" @ -1'- 0.0" Allowetl = 0.100" CR 9-04 8-10 MAN TO CREEP PEEL - -0.003" @ -1'- 0.0" Allowed = 0.133" MACK LL OE FL 0.014" @ 9'- 1.0 Allowetl 0.862" 4-08-02 4-04-14 0-03 4-01-14 4-08-02 MAX BC PANEL TL OF -0.096" @ 4'- l.l" Allowed 0.552" MAX .ORIZ. LL DEFL = 0.007" @ P'- 8.5" 12 M-9x6 or 12 'AS PORTS. TL DEFL 0.011" @ 17'- 8.5" 12.00 17 s N�12.00 Design em conforms n rcladding cilstrng system and components Land cladding crt[eria. Wind! 140 mph, h-23.Ift, TCDL-4.2,BCDL-6.0, ASCE 7-30, (All Reighcsl, Enclosed, Cat-2, Exp.B, MWFR31Dir1. loatl duration factor=1 e design ed for .6, End v ca115) she arHd I..dH exp05ed to w[nd, T ru s s In the plane of the truss only. M-1.5x3 M-1.5x3 Ou o M-3x4 M-3x8 M-3x4 0 9-01 y 9-01 �c,> `AG N FFss/O /1-00 18-02 Qz 9782PE JOB NAME : 17988 JT SMITH PL 2945 - E3 Scale: 0.2572 w"� :w.nXnrowNwWUWYWnGNXGXI.b.HOGA °`"�; q::a' hwMP�n nnm.nin ml 9 REGON Truss: E3 .m vmn,y,,,,,n-mnn ronm..n.. Hila..o,mn,am APRPnmlry N a, .....ad I ] mueT'vvxixMl.,viYnufaiMllMMwnvM.n.. � nalm'rq'.1.Wn.Rm�C'. ..1. ed gn.,. 1� Ry 15� � B.AmKwlnim.,+n.now mimu.wmW e,.W mnXwmcn Z..,t.--. .v es wpm am,a.m e.I.exXr b.nan •W,e.pxXGYry Mm.w'•cb,.MNm'P--HNNWH. , RocnGwatlm,eyxM,lY iXbX m.c..lmm,NnN N.r 4wP EY /� DATE: 12/1/2015 �.n..epX aw a.mm.e..pi.. a.yi " °i'mip°�••MYiOOtl Y'•°m'wRcl.^<'>a,YwVBCI PAUL �\ mqa dpyq w YYnI b.ay,y,iM+Mn Iu+n SEQ. : K1565026 •Ne 1ei°"`"itl°•'�i°"•m[.nw'.n�wa.e,aennro v,'. a e�n[.w,aw nrnnw,.erq<Iw,w.:...ronw.e, YVYnn.n mrpl.Y.MXronro YpN v.Y�PvvY,fan 5 0.,n.,v.rw ms.e en bu.0 mvrorrarww.m.wnM. TRANS ID: LINK a row - -^-•ro'� �m EXPIRES: 12/31/2016 w . �.n.b .Y X .fXma.. :.............n. A.n X, „n nti , , ,nnsof,, _X„ m e v,n Y, December 1,2015 mTC • 7MAW Bca,sI.Xo'.•X v v MITek USI,I ncANWUWTM Soft..18](1 UDE 10 Fo,y Ym.ryw• bEsginLe,esv E.R1]11 ESR-16B9I MiiNI it • This design prepared from computer input by Pacific Lumber and Truss-BC LIMBER SPECIFICATIONS TRUSS SPAN 18- 2.0" :BC 2012 MA% MEMBER FORCES 4WR/GDF/Cq=1.00 TC: 2x4 DF M16BTR LOAD DURATION INCREASE = LI5 2- 01 30 2- 5=I-891 590 3- 9=(-2311 196 BC: 2x4 OF SPACED 29.0" O.C. 3=1-82]) 219 8- 1=I-901 990 0- 9=1-1951 980 STAND WEBS: 2x4 OF STAND 3- 4-1-6261 315 B- 6=1-2591 259 LOADING 4- 5=1 DI D TC LATERAL SUPPORT t= 12"OC. UPON. LL( '3.OI.DL( ].0) ON TOP CHORD 32.0 PSI 4- 6=1-6281 267 BC LATERAL SUPPORT <= 12"OC. VON. DL ON BOTTOM CHORD 10.0 PSF 6- ]=I-81]1 228 TOTAL LOAD = 42.0 PSF -------------------------- NOTE:=2x4=BRACING AT 24"OC DOE, FOR LL = 25 ESE Ground Snow (Pq) BEARING MAR VERT MA% HORS BIG REQUIRED ERG AREA ALL TOP CHORD AREAS NOT SHEATHED LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES) ------ --------a_______ LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL 0- 0.0" -199/ P89V -212/ 225H 5.5D" 1.41 DF ( 625) REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. 18- 2.0" -113/ ]62V 0/ PH 5.50" 1.22 IF 625) OVERHANGS: 12,0" 0.0" BOTTOM CHORD CHECHED FOR 10PSF LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. For hange[ See approved lans OND. 2: Design checked for not-5 psf) uplift at 24 spacing. •• specs. - p VERTICAL DEFLECTION S: LUL/'40, TL-L/180 MAR LL DEFL --0.0000 2"- @ @ -I'- 0.0" Allovetl 0.100'• HA% TL CREEP DEFL = -0.003'• @ -1'- 0.0" A110wed 0.133" 10-OB 7-06 MAH LL DEFL 0.015" @ 9'- 1.0" All...d 0.862" MAX TL CREEP DEFL - -0.035" @ 9'- 1.0" Allowed = 1.150" 4-08-02 4-04-14 1-07 2-09-14 4-08-02 MAX HORI2. LL DEFL = 0.00]" @ 11'- B.5" 12 5 12 MAX FOR Z. TL DEFL D.O11" @ 1]'- 6.5" 12.00 F7 12.00 M-9x6 Design conforms to main iodmrce-resisting system and coup onects and cladtl5ng cri[er1a. Wind: 140 mph, h=23.8ft, TCDL=5.2,BCDL=6.0, ASCE 7-10, (All Heightsl, Enclosed, -t.2, Exp.B, MWFRS(D-), load dUration factor-1.6, Endveit,dl(i) are exposed c wind, Truss d.rigned Eora od I..da in the plane of the truss only. M-1.5x3 M-1.5x3 o e "] o o M-3x4 M-3x8 M-3x4 0 PED PROFF 9-01 9-01 l'!NAG NEF9 6/0. 1-00 18-02 4 972P JOB NAME : 17988 JT SMITH PL 2945 - E4 Stale: 0.2402 " WARNHN OENEMEHOI., antes.-mw4. V ^<!J 4.B,.aw wW."mo.w.e.e.,Nw„M e..e.,�aa..c...nl N.w. (.LN.aw"•e...a.,,ro•w•'m. OREGON Truss: E4 .m"w,+�e....m,.m..wn a,,..".. w.a.e�'•'w'...Armew."m a•Nen P.,.�,.wl..m wPw � 2 N.mom.. n EB EwNa .1.4 " am-"�M w ml.m w.Nr W .w.,� q., 99 �qRY 15 1 QQ ].I6MOm.Ibryawy M"p blr"w.4hM/d,mnlumm 2Ar=m- Wwd MPxn NwMb Mb IyN dot \� YY.".p sMlry we...m../daen.le.,n.,.M bwrvor m°a nnu llaw-aa-py .0asgOnd.. dd"14.) f] V DATE: 12/1/2016 n.e..n.wum...w.,.�.w,"nu.n.w,v d.w+. 311,.p"ewprp nww"INvp�w..aww.+a.... PAUL "\ SEQ. : K1565027 . wa.ama+ee..Rel.4 w.m°°^s°,.M vp.Nw Nl N.ee.m • I,,.r..,,.IFa wE.n{ort4NgmM�wpc." ..•.., TRANS ID: LINK EXPIRES: 12/31/2016 December 1,2015 B ffCA19CS1� WwNahwlP ...IIpo Oy a wwa-sw IwYEm WNbm eI M,.M p.eEn Y..mwr • • teIM14rCAn BC51,sp..W M•N wIIM MnyyO u.cn r.y! m.mal.Mtl,jM"nb•M. • • MTek USA,InbPCmW uTnm SoM re767( -FE Is w=b= a..gnww-.:ESNGpl ESBl.(Wiek) r • This design prepared from computer input by Pacific Lweder and T,Dss-BC LUMBER SPECIFICATIONS TRUSS SPAN 10'- ].0" IB2012 MAX MEMBER FORCES 4WR/GDF/Cq-1.00 TO 2x4 OF M16BTR LOAD DURATION INCREASE = 1.15 - 01 80 - 8-(-89) 545 3- a=1-2231 184 BC: 2x4 F STAND SPACED 29.0" O.0 - 3-1-8171 323 8- ]=1-90) 490 8- 4-1-20]1 491 O WEBS: 2x4 OF STAND 3- 9-1-6281 360 S- 6=(-282) 284 LOADING 9- 5=1 UI C TO LATERAL SUPPORT <= 12-OC. DOE. LL( 25.0I+D1( ].0) ON TOP CHORD - 32.0 PSR 4- 6=1-6291 268 D BC LATERAL SUPPORT <= 12"CC. OW. 01 ON BOTTOM CHORD = 10.0 PSF 6- 7=1-BPI 228 TOTAL LOAD 92.0 ISE NOTE:v2x4 BRACING AT 24"OC UON. FOR LL = 25 PSF Ground Snow (Pg) BEARING MAX VERT MAN HORS BRG REQUIRED BRE AREA ALL TOP CHORD AREAS NOT SHEATHED LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (5PECIE9) ------------- - - - - - - >___- LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL 0'- C.U" -226/ 8841 -199/ 216H 5.50" 1.91 DF 1 6251 REQUIREMENTS OF IBC 2012 AND IRC 2012. NOT BEING MET. 181- 2.0" -122/ 762V 0/ OH 5.50" 1_22 DF 1 6251 OVERHANGS: 12.0" 0.0" BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. For hanger specs. - See approved plans OND. 2: Design checked for n t(-5 Bf) uplift a[ 24 spacing, VERTICAL DEFLECTION LIMITS: LL-L/240, TL-L/16C 11-07 6-0] BACK LL DEFL = -0.002" @ -1'- 0.0- Alloyed = 0.100" 11 MA% TL CREEP REEL -0.003" @ -1'- 0.0" Allowed 0.133" 4-08-02 4_04_14 2_06 1_10_14 4-08-02 MAX LL REEL 0.015" @ 9'- l.U" Allowed 0.862" 11 GAS TL CREEP UEFL = -0.035" @ 9'- 1.0" Allowed 1.150" 12 5 12 MAX DONIS. LL DER, - 0.007" @ 17'- 8.5" 12.0D 712.00 MAX HOSIZ. It DEFT = 0.011" @ 17'- 8.5" M-4x6 Design d ncrms to m vte-resisting system and and componenCs1cladda rA claddvng cri[etia. Wind: :40 mph, =29.2£ TCDL�4_BCDL-6.0, ASCE 7-30- : HeightEnclosed, Cat.,, aL,, Exp.B, MWFRS IDI r Load tluranon factor-1.6,1.6, Entlv ....J a eexposed to wind, ru Ivedesigned far wvnd loads in the plane of the truss only. M-1.5x3 M-1.5x3 B C ca A M-3x4 M-3x8 M-3x4 0 L ` AEU PROFF S 9-01 s-ol �c S �NGINEF9 /0 1-00 16-02 89782PE JOB NAME : 17988 JT SMITH PL 2945 - E5 Scale: 0.2367 W1dIXOf: GENERAL NOTBIL uMe.sMMnnsa mb0. L, ^� ).Bwa.'w...mm ommm'NYeaYwxYa m.n c...m wY. ).ilY e..q..YYamry oo E»P.,...b�M'mm.,a bn....m.mm 9 OREGON TYUSS: E5 .m Wx'Yio He..m..w'.m.ao,.'..w ha..e '.wa.m.AFO-.I me.nE z.z..m.M��'w.eYvpnb.l Y.�m Ya.4Yn aY.n.. mm'mnw'�ammw�.ml.Y.'.w�NYlp or n.wa'a a.y..' (�`/ 42 ].OMti-wlYrryai.ry b.o'p..-.dit avnp mmYucOan Z.AYP �'rw Y.bpW h'b'^tlw6bbbb'.IYbwaa ��1 �/1r Ytla r.uvnNiry al tlY x.rb'MiOwnl p.mYnM d.agM Toc..N.11O oc'rynv4nly wY�orv.ohuplYM P.r YryP Cy •,� n\� DATE: 12/1/2015 IM wn4..ucE..an.nRb naRr am.Y.aro e'.P.. B.Zslzam '�... UL SEQ. : K1565028 ..No btl MeuN Be b.a, YW ab'.n b,as, a . 1. b.MYr..nmMY.M YmM Nntl M'YN T.M Yvn s O.'P.w+m. n. m.vm'A TRANS ID: LINK s'�.'�o'..ao.n EXPIRES: 12/31/2016 bdomn.'nr49..YP'.n.N.uYen elmMm'Y. ] December 1,2015 MITek USA.IRCJCom Tnz SOIIWe'e7614L E e W ( } OFo'Ync o'n�ctr pY1(Y..griwL..w ESR-1]1T ESR-1688 IMi�.FI • , This design prepared from computer input by Pacific Lumber Sao Truss-BC LUMBER SPECIFICATIONS TRUSS SPAN 1B'- 2.0" IBC 2012 MA% MEMBER FORCES 4WR/GDF/Cq-1.00 TC: 2x4 DF X16BTR LOAD DURATION INCREASE - 1.15 1- 2-( 0) BO 2- 8=(-89) 548 3- 8=(-233) 201 BC: 2x4 DF R16BTR SPACED 24.0" O.C. 2- 3-(-817) 273 8- 7=(-90) 490 B- 4=(-194) 479 WEBS: 2x4 DF STAND 3- 4-1-6281 309 B- 6=(-257) 250 LOADING 4- 5=( O) 0 TO LATERAL SUPPORT <= 12"OC. ROD. LL( 25.0)+DLI 7.01 ON TOP CHORD = 32,0 PSF 4- 6=(-628) 268 BC LATERAL SUPPORT <= 12-OC. OOP. DL ON BOTTOM CHORD = 10.0 PIP 6- 7-(-817) 228 TOTAL LOAD - 42.0 PEP ------------------------------------- NOTE: 2x4 BRACING AT 24"OC DON, FOR LL - 25 PST Ground Snow (Pg) BEARING MAX VERT MAN HORS BEG REQUIRED BEG AREA ALL TOP CHORD AREAS NOT SHEATHED LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES) --- -- ------- -- - LIMITED STORAGE DOES NET APPLY DUE TO THE SPATIAL O'- 0.0" -193/ 884V -214/ 227H 5.50" 1.41 DF ( 625) REQUIREMENTS OF IBC 2012 AND SRC 2012 NOT BEING MET. 18'- 2.0" -112/ 762V 0/ OH 5.50" 1.22 DF ( 625) OVERHANGS: 12.0" 0.0" BOTTOM CHORD CHECKED FOR IOPSF LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. " For hanger specs. - See approved plans COND. 2: Design checked for net(-5 psf) uplift at 24 spacing. VERTICAL DEFLECTION LIMITS: LL-L/240, TL-L/180 MAX LL DEFL = -0.002" @ -1'- 0.0" Allowed - 0.100" 10-06 7-08 MAN TL CREEP DEFL - -0.003" @ -1'- 0.0" Allowed = 0.133" MAX LL DEFL - 0.015" @ 9'- 1.0" Allowed 0.862" 4-08-02 4-04-14 1-05 2-11-14 4-08-02 MAX TL CREEP DEFL = -0.035" @ 9'- 1.0" Allowed 1.150" MACH HORIZ. LL DEFL 0,007" @ 17'- 5.5" 12 5 12 MAX HORIZ. TL DEFL 0.011" @ 17- B.5" 12.00 M-4x6 D�12.00 Design conforms to main wintlfose-resisting 9 system and components and cladding cite ria. Wind: 140 mph, h=23.7ft, TCD1=4.2,SCD1=6.0, ASCE 7-10, (All Heights). Enclosed, Cat.2, Exp.B, MWFRS(Dir), load duration factor-1.6, End ve rtica11s1 ace exposed to wind, Truss designed forwind loads an the plane of the truss only. M-1.5x3 M-1.5x3 3 o BN o M-3x9 M-3x8 M-3x4 o 9-01 1 9-01 `t� U PROFFS� 1-00 18-02 ��5 �NGINEF9 /0Y9 8978 PE JOB NAME : 17988 JT SMITH PL 2945 - E6 Stale: 0.2458 W1Rb1. ...EMLNDTFB, uibr aMmrrwba: V GJ I.ewa.,.m.amo.mm.m.w.leeam.m.aw.uc.I.I.IHowe L ml.a..ylll.e«wamYwanu.wl.m.wl..m.�.lal.m�.11lnawe.l 9,y OREGON a� P Truss: E6 .ne vmmaw e.al.mn.mwron wnm.nm.. ru.ro mmwl.m.ASM.,maeaon an ..m.la Pa, zP .ab wa4w®aa ww m.aro mwa.m.mn.a.t..man.. z.o.�w...m..� me me .ad M�Oun du a.b Ml:bnlll bro.ma N'v,. �� RY 3.PMNam.mwwry, mlr'eu..mNilae mK..Pgn Za.t...I1e.P nep<RNY'.Ib®MWlawpbN YevbryYl GY \V blM1a w.aaa.hl'ay ul A•.,ca,.RaaLM1urol am.n.M Gney al ,pu.m Neeee.m..I,..PI/ ..tl Cr).ndsad IKBC). PAUL DATE: 12/1/2015 m.r.wnmuq dm.wmaa a..o.r. .a IwP•a laeE.y a,mm.l m.aro'w..e wew xaee I I SEQ.: K1565029 •.rmammma e..aq.am.m mmmlemernl.,wt.0 el.aro.na 4.I.,.am meus.me wman.Mnn mu. mm.ew.l.wrob..ae.t as em.mawa.ar am.aw.m,wa s.o»�....�e:w....,.m e.wam.aoa�nob...n,eaaa.m, TRANS ID: LINK aryna.a.e..plmm.a neat .dew ro,mY wawa.mgr. I damwUnn Ke,m mma aaa and r.a..m ae-aua m,e. B w.v..wll....0 ..am.tml.'saown.san ...au.n EXPIRES: 12/31/2016 m me,iuWn.roadka.wr+.m.m i<.mY.mna(mncan.m.. 7.D..I aeaapw.awwmaW.wl.a'ow.a. eTva n....,.a. ,s. .Ilal.o-oneaey mw ldm.aaammw.atm.. a ml,w December 1,2015 • f 111.,n... m<baW M'N xltlb M1inW.a uwnny! wN P.'1 w"mrllnw. • • &HTek USA.Inn/OumRUTms Bmlwem767(i L}E m.[pod.o maawmrpb awpo wmr r.E.B-lan.E.n.isee(mrt.y • • This design prepared from computer input by PACIFIC LUMBER: Larry M LUMBER SPECIFICATIONS TRUSS SPAN 17'- 3.0 KCNr. 2: Design checked for net(-5 psf) uplift at 24 spacing. TO: 2x4 DF 81dBTR LOAD DURATION INCREASE - 1.15 BC: 2x4 DF 816BTR SPACED 24.0" O.C. Design conforms to marirdf.dp,r.cisti, system and components and cladding criteria. TC LATERAL SUPPORT — 12"OC. RON. LOADING BC LATERAL SUPPORT <- 12"OL PON. LL( 25.0)+DL( 7.0) ON TOP CHORD = 32.0 PSE Wind: 140 mph, h=22.8ft, TCDL=4.2,BCDL=6.0, ASCE 7-10, )All Heights), Enclosed, Cat.2, Exp.3, MWFRS(Dap, DL ON BOTTOM CHORD = 10.0 PSE TOTAL LOAD = 92.0 ISE r=load duration facto1.6, Truss designed tl for wind loads LL = 25 PSF Ground Snov (Pg) in the plane of the [toss only. I, LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL REQUIREMENTS OF INC 2012 AND IRC 2012 NOT BEING MET. able end truss O o ontinuus bearing all SON. -1x2 o equal typical at stud verticals. BOTTOM CHORD CHECKED FOR IOPSF LIVE LOAD. TOP efer to CompuTrus gable end detail for AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. omplete specifications. 8-07-08 8-07-08 12 IIM-4x4 12 12.00 3 712.00 2 o � 1 0 =M-4x4 -M-4x4 U PRope, '1-Ooh 17-03 �1-00� ��\� �NGINEF9 �0�9 89782PE JOB NAME : 17988 JT SMITH PL 2945 - F1 D.2E96 MINI: GENERAL NOTES, uNer NMrnlr roW. V ^�J 1.6......rcfo^mnO,tb..a sfei_e..I.—I Wb. 1.11,kme.yn4rer^^N u{an T.pnn.bry Wwn.,d'ro b.n lrvJMmwl 9 OREGON Truss: Fl .^awmre•rmr mrm,m„m,,.,.,o. ware mmP^rm Applr..r N e..iu^p..,ra,..m ww.. 7/� tL�/PQ zu•mmp,.�,,..s a.,N,e m.Nwilmra wrNmw^.. I„m,o-rm„mmmmrNi.ur.mmmmkr aur w..re ari4r.. � 5 V 6.ompwml almm.rz a.areml^wn maalM e,.lre m"mwmon z -7 qpy 1wvp^,evm..m.bP.m mmm a,a,e.m m.).moat Lnmmn amera.pon.aip o.ur rr.,.om.m.l o-m.rm a,erem roe.m..�ao..,..o-.u..lr�^ar e.mauwarenom m..N^pmw L mr mr.m.,a ton..qr mea mr.aretTcl.wmam.+u(ect �'1 PAUL P\ DATE: 12/1/2015 6 m.r.rn romr.m.r.o-ri.uN aur wire amE^.r. .bilre.a enapre m.w.i a.ow rwra.ere mom.. SEQ. : K1565030 w.r umwe N..pgmem.^vomparmwN Na�ml a.Nre.^. ..Irmlam�aewe.m.re.perm.pmm.rwar m^mr... 9 amt,.,,.m„wa.,a.im..r mwN9.m N.r error w„ s.D••4^.r,mre,,....Nm wrmw m.ronosm.w eruo^m.,x, TRANS ID: LINK e.mp.lma.w.ppw m.^r mmlm,.m. 6.w.iy,.br mm:.i.ie m.Sy n.n rpmm.mwm. bm..v.Ne4eR s 6 GmrWTwl.•^^m^m.�^,..•r.m•'-•m^.p•miNm mem. ®„ EXPIRES: 12/31/2016 . ..wnRena,—emrmglr.O.,eamem^ m Owp December 1,2015 smAsRdAmBCs1 w.,e}ttmtlufm.um rluR,m S.F.W Yel wlwwam wName o.Wr.ena[LW roe.r^a, • • iGLNTCAin 6C 61,mppe of vticn MIIM NmNpOUPo^nyuLL Mor cprvm.MA}im rM.fne.. • • NTek BBA,Inc/Compu7us Soft m]67SEN'LlE toom.o mrmwrp ew sego Mu..reEsrzn9n,esnnam(.req e • This design prepared from computer input by Pacific Lumber and Truss-BC LUMBER SPECIFICATIONS TRUSS SPAN 18- 2.0" IBC 2012 MAX MEMBER FORCES 4WR/GDF/Cq-1.00 TC: 2.4 OF p16ETR LOAD DURATION INCREASE - 1.15 1-2=( 0) 80 2-7-(-92) 554 3-]-(-271) 263 j BC: 2.4 of d16BTR SPACED 24.0" O.C. 2-3=(-821) 227 7-6=(-93) 495 7-4=(-242) 521 WEBS: 2x4 DF STAND 3-4=(-632) 264 7-5=(-275) 263 LOADING 4-5=(-632) 281 TO LATERAL SUPPORT <- 12"OC. UON. LL( 25.0).DL( 7.0) ON TOP CHORD 32.0 PER 5-6-(-821) 242 BC LATERAL SUPPORT <= 12"OC. PON. DL ON BOTTOM CHORD 10.0 PSE TOTAL LOAD 42.0 USE OVERHANGS: 12.0" 0.0" BEARING MAX VERT MAR HORS BRG REQUIRED BRG AREA LL = 25 PSE Ground Snow (Pg) LOCATIONS REACT_ONS REACTIONS SIZE SQ.IN. )SPECIES) 0'- 0.0" -151/ 884V -235/ 243H 5.50" 1.41 DF ( 625) For hanger Sp¢C5. - See appr...d plans LIMITED STORAGE DOES NET APPLY DUE TO THE SPATIAL 18- 2.0" -104/ 762V D/ OH 5.50" 1.22 DF ( 625) REQUIREMENTS OF PST 2012 AND IRC 2012 NOT BEING MET. BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. OND, 2: Design checked for net(-5 psf) uplift at 24Ron spacing. VERTICAL DEFLECTION LIMITS: LL-L/240, TL=1/180 MAX LL DEFL -0.002" @ -1'- 0.0" Allowed 0.100" RAE TL CREEP DEFL -0.003" @ -1'- 0.0" Allowed - 0.133" 9-01 9-01 MAX LL DEFL = 0.015" @ 91- 1.0" Allowed 0.862" MAX BC PANEL It DEFL -0.096" @ 4'- 1.1" Allowed 0.552" 4-08-02 4-04-14 4-04-14 4-06-02 HAS HORIZ. LL DOES, 0.007' @ 17- 8.5" MA% HORIZ. TL DEFL 0.011" @ 17- 8.5" 12 12 M-4x6 12.00 4 0" 12.00 Design conforms to marw ¢ srs rndfoe-re [rng system antl components and cladding criteria. Wind: 140 mph, h-23ft, TCDL-4.2,BCDL-6.0, ASCE 7-10, (All Heights), Enclosed, Cat.2, Ex p.B, MWFRS(Dir), load dIration factor-1.6, End verticals) are exposed to wind, Trass designed farwind bads in the plane of the truss only. M-1.5x3 M-1.5x3 NI o or .-3x4 1-3x8 M-3x4 0 y S 9-01 9-01 PED PROFF 5� GINE r/ 1-00 18-02 �N F9 O29 9782PE JOB NAME : 17988 JT SMITH PL 2945 - E7 S.I.: 0.2493 T WARNINGS: 4ENE MLXOTEN. We,.dMmles raW: C, / EGON Truss: E7 34.,-n wee..m,am.row.Iw. w . N,G. nMm m« ro.m ahe. ,,mew,IHNa w4 , 99 qRY 15. P ]�M 1wmpanry Ws,.-.1el d-.mnwnc4°n z dwpi.wrm u.,p wa MR m..R bI.Y,MIYMae'an Mreep .."°rn.wubr.Ib]ibrol Fa-d as,s' ....Mm,Po°.,eepc'Nelr'mb®dvatlnuproul d1'11Bev DATE: 12/1/2015 ..°..ne.ean..Ie 4w ny°m.l mrI..ene.aky...I .,ase .Niy(,..-VO mr aro n(Bc). PAUL Pa� IIydMml..1.erynn. ].I..p.dMTry°'Ywnl belly,e.IkM wfis,e Nm m.. z� SEQ. : K1565031 •.N°"•a•^°•a^° ..a .1-m .p dw,W.,Wu . n 4.IraW Mwwewnw,.wn.MMv au.r..pK,.mlro.nm,. .Memn.n mmP.w..e.,mm..Md w,m.aa n.n s.w.mn...1,.wn...nme.wam..°.<.w.».mnm.mem. TRANS ID: LINK a..Melma.a..gw m.nr mmP°mm. e...A...lal I.....�.I.,Rm'mwwwn.SW-...Ken �* �•m °»'• r.m. Mlmm» EXPIRES: 12/31/2016 hMiufan.MMIW.WprwM.M imb1.4°n.l mnpaw^w. 7.Oeepn x°mee.]N...r wPeRs Ke N.,ro.a.w,.wb„a„,.a.,,;.nmm.°miw1.- mm e, a M....1 . mwa.ne°m....°,w,.,w.1. -aw,-., December 1,2015 • • tGIMTCR In BLSI,mq..WMM-II b I..ug, q,W. Pse-e, mm,W,krc • • MiTek USA.InclCompuTms Software]a I(1 LYE ,u.so,W ••'r py dee e¢yi nlwe n•E3R o 3,1,E3 R.19G9(Miiskl • • This tlesigr, preparYd from computer input by Pacific Lumber and Truss-BC LUMBER SPECIFICATIONS TRUSS SPAN 16- 2.0" IBC 2012 MAX MEMBER FORCES 4WR/GDF/C¢1.00 TC: 2x4 DF M16BTR :.GAD DURATION INCREASE . 1.15 1-1 0) 80 2-7=1-1611) 1902 3-7-(-552) 496 BC: 2x4 DF N16BTR SPACED 24.0" O.C. 3=1-13991 797 7-6=1-16091 1901 7-4-1-242) 521 WEBS: 2x4 DF STAND 3-4=I -5961 355 7-5-(-552) 495 LOADING 4-5=1 -6971 356 TC LATERAL SUPPORT I- 12"OC. UON. LLI 25.0)iDL( 7.0) ON TOP CHORD - 32.0 PSF 5-6-(-1399) 799 SC LATERAL SUPPORT e- 12"OC. PON, DL ON BOTTOM CHORD - 10.0 PSF TOTAL LOAD - 42.0 PST OVERHANGS: 12.0" 0.0" BEARING MAX VERT MA% HORC BRC REQUIRED BRC AREA LL - 25 PSE Ground Snow (ON) LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES) D'- 0.0" -323/ 1182V -2725/ 2725H 5.50" 1.99 EF ( 625) For hanger specs, - See approved plans LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL 18'- 2.0" -524/ 1180V -2725/ 2725H 5.50" 1.89 IF 1 625) REQUrREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. BOTTOM CHORD CHECKED FOR IOPSF LIVE LOAD, TOP AMC BOTTOM CHORD LIVE LOADS AC': NON-CONCURRENTLY. OND. 2: Design checked for -1l-5 ps Et uplif[ at 29 "oc spa dng. VERTICALDEFLECTION LIMITS: LL-'-/240, TL-L/180 MAX. LL DEFL- -0.002" a -1•- 0-0" Allowed - 0.100" MAX TL CREEP DEFL - -0,003" @ -1'- 0.0" Allowed = 0.133" 9-01 9-01 MAX LL DEFL = -0.020" @ 9- 1.0" Allowed - 0.862" MAX BC PANEL TL DEFL - -0.096" @ 4'- 1.1" Allowed - 0.552" 4-06-02 4-04-14 4-04-14 4-08-02 MAX LOPIE. LL DEFL 0.030" @ 17'- 8.5" MAX HORFZ. TL DEFL 0.034" @ 17'- 8,5" 12 12 12.00 M-4x6� �12.00 4 0" OND. J: 150.00 PIT SEISMIC LOAD. Le,rge nonforto sin rf0 - rng w m system and c - ents and cladding rc-1-la. W_no: 140 mph, h-23fq TCDL-4.2,BCDL=E.0, ASCE 7-30, all Heights!, Enclosed, Cat.2, Exp.B, HWFRS;J12,. load tluratlon factor=1.6. vertical e ls! a exposed to wind, Tru s sdesigned fory d l..do in the plane of the truss only. M-1.5x3 M-1.5x3 O 7 0 14M-3x5 M-3x8 M-3x5 0 L eQZ8978 ROFESS 9-01 9-01 :-o0 02 EF9 X0292 PE JOB NAME : 17988 JT SMITH PL 2945 - EDRAG Scale: 0.2493 /\ e RNHN ' GENERAL NO TEg. ms«NMrvA«mW'. V ^41) M BUXYr.NmcWnmMM..'a..ax«EN.rbnwlN°M. 1 T«a«pnYWWmlrax-ndaeul � 9,L OREGON o Q TYUSS: EDRAG .,"vm,erG.l.aN°on.womn wnxn..... Ix,4ane salmh Ary' Rft.1 aearyN.wl.m....m ww.' .�J /� (� ] h4°unpee"cw w.eMmv m.Mo-1,vYIW MNn Wxn.. Moxa •nMmwar. x n.W,a'We,.tela a.Wixr. ! Uq RY I(_ ✓ (�Q J.MtlRwal m4lIW asWm n 2.G.Wn.mlm«In.nP.M Wmm olaAb Mllr lr. ''ll'l J `V .nw'.ry mxrGm zon.mxwnn,..wm.xr'a.-..«4I aay aw.WGm 6r ma°n ,«wo-M.a xe..sn,.reenon.l wm.«ml«a,Nx mnew.xwewM xl,n«W.nn"..m+'aNc).w>4'r'•xltac) DATE: K156 015 e.. .«em..x..N.PxNeu.ae am. W1 a bl„weerp,.d..,.l l>aa'.ax.a wn.,.x,:...•• PAUL SEQ. : !(1565032 mnw.l«Inl ..ae.nr."w.«.I m..a'a.xrG.ln • inmrmnxnm.m n4vree.lb°ra,«P.n«a.,r«mr x .rl.l.x.o«m...m xno«..o-aa.o-ms m..rv.n ° wy,.�,n...,�..,."o-,..en.,.,.�.....n,.w..«w. TRANS ID: LINK aa *�.• mm »'.n- �,w x.(ra . s .`"°"" xw " ° " EXPIRES: 12/31/2016 ..m.nn.o-nmy.wn•n.m m«.°n°(mn.m«'N. w.R,.�.....e.w..a.mw.vm<.4 ; December 1,2015 • • iPW!lLAIn BLS),vp,..d M•N welM.un"ye,pcn,ygx xvol.MMun.�.es M,Tek USA,IncYCan ohms SoTvere 767(1 IS E 10.FwWawwnx* a "W~maFm ESnnJLL ESNnamlNlhy • • This design prepared from computer input by Pacific Lumber and Truss-BC LUMBER SPECIFICATIONS TRUSS SPAN 17- 3.0" INC 2012 MAX MEMBER FORCES 4WR/GEF/Cq-1.00 TC: 2x4 IF 81dBTR LOAD DURATION INCREASE - 1,15 1- 2=( 0) BO 2- 6-(-86) 534 3- 8-(-255) 253 Sc: 2x4 OF 81E3TR SPACED 24.0" O.C. 2- 3=(-7]4) 216 8- 6-(-86) 463 8- 4-(-208) 488 WEBS: 2x4 IF STAND 3- 4=(-595) 252 8- 5-(-255) 253 LOADING 4- 5=(-595) 252 TC LATERAL SUPPORT <= 12"OC. UON. LL( 25.01eDL( 7.0) ON TOP CHORD = 32.0 PSF 5- 6=(-774) 216 BY LATERAL SUPPORT <= 1210C. UON. DL ON BOTTOM CHORD - 10.0 PSF 6- 7=( 0) 80 TOTAL LOAD = 42.0 PHI OVERHANGS: 12,0" 12.0" LL = 25 PSF Ground Snow (Pg) BEARING MA%VERT MAX HORZ BRG REQUIRED BRG AREA LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES) LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL 0'- 0.0" -141/ 839, -240/ 240H 5.50" 1.34 DF ( 625) REQUIREMENTS OF INC 2012 AND IRC 2012 NOT BEING MET, 17'- 3.0" -141/ B38V 0/ ON 5,50" 1.34 DP ( 625) BOTTOM CHORD CHECKED FOR 1OPSF LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. CORD. 2: Design checked for net(-5 psf) uplift at 24 spacing. VERTICAL DEFLECTION LIMITS: LL-L/240, TL-L/180 8-07-09 8-07-08 HER LL LETS - -0.002" @ -1'- 0.0" Allowed 0.100" MAX TL CREEP DEFL = -0.003" @ -1'- 0.0" Allowed = 0.133" 4-05-06 4-02-02 4-02-02 4-05-06 MAX LL DEFL = 0.013" @ B'- 7.5" Allowed = 0.817" MA% LL DEFL - -0.002" @ 18'- 3.0" Allowed - 0.100" MAX TL CREEP DEFL - -0.003" @ 18'- 3.0" Allowed - 0.133" 12 12 MAX BC PANEL TL DEFL - -0.077" @ 13'- 4,2" Allowed - 0.521" M-4x6 12.00 12.00 MAX HORIZ. LL DEFL = 0.007" @ 16- 9.5" q 4.0" MAY HORI Z, TL DEFL 0,010" @ 16'- 9.5" Design conforms to m ) indfome-resisting 1 system and components and cladding criteria. Wind: 140 mph, h=22.8ft, TCDL=9.2,BCDL=6.0, ASCE 7-10, (All Heights), Enclosed, Cat.2, Exp.., MWFRS(DII), load duration factor-1.6, End vertical(s) are exposed to wind, Truss designed for wind loads M-1.5x3 M-1.5x3 in the plane of the truss only. o � e o M-3x4 M-3x8 M-3x4 In e-07-0e e-07-0e ED PROFe.61 FSS 1 L r �5 GINE �o 1-00 17-03 1-00 Q7 9 82P v� JOB NAME : 17988 JT SMITH PL 2945 - F2 r✓",�r Scale: 0.2646 WOuRNOW: GENERAL XOTE9, I.Bnd.tore.. 'coun..m,.noaaIt...10.u.-1wab. i.m'. mvvaooy Om,..wbmvmre.mwn.m.ar.ni.d.1 7 OREGON Truss: F2 wwc.,nxamab.w.m.mmm- wd..,' App).-.,Ild.pnpn-...M w.,Ov z3.an'P^wri-I Pato,mol.......- =--mu. nWroml.Ne�..WraLAVY MU.e W1aM e.W^,. 'l ny AG, -\ S.Add.-,.-,Maymlmua YB'M dung¢w.bvrdm z D.e'gnvwmv.tlb myaM ba P.m Nwtl¢m MYMviIV P•ua.t l F� J V� :u.nvwN.PWr of Be MdawblPom.mmenomm moc wunla<.oms-s'xr n'N...Wcamka.We.WNW ev r] DATE: 12/1/2015 asmw.NN...W.n.amap a We wM� N.NI,...I aw.00a.hvva.,(rc)•mror dywu(Bc). PAUL m B^.a'.'. s.alnpva eBdyrp n ae.IP-N,If..e.n.n.e n.. �1V SE K1565033 d em WW.e�ee.s.PWWn W.�v m.mme c,I ...'mv,w a DWI, .mw.W-v.,NmpmW..wtN.ta.- 4" mm�gWb vNX mcm tlwW]vny bvd<enebtdun s.0.W-.rsROP P.vnbbuxdlnv rorrmm.rvv emia.mM, TRANS ID: LINK dmrom..e.N.Ppbd m..r mmpomm. B ..a..Wr ary mmOBIN m. s.OerrpuTrm HammMola.�eM vswxaroregmNPuh ru W. OV N.a.N�mm mll Nanrq.1.11 vpporm amwi snlm o,vedp.d EXPIRES: 12/31/2016 Dw.de...Em ..PMr.MeM 11Nem or-1.b, y.PBUa anumwil B,OIBW an aW fto If maNI eDxmWWNA,nmKWacs-ABstW1mam.rmro.r m.... ..'d, b.a,m�.da.mmHow m., December 1,2015 1PMM1TCAIn 0C5r mC..NxtiN vili lv lum.MJ um�,pm.. lu.e.curM.r.M Pr.mrib.iWn. ' MITek USA,Inc KfumpuTrus SoMrere 79.71LE ...,^nam vb.10.. ( } )O.ErW-nWPr{O0?Mvgnt.WWwWESNIgO ESN-13W(MT,e • • This design prepared from computer input by Pacific Lumber and Truss-BC LUMBER SPECIFICATIONS TRUSS SPAN 17'- 3,0" IBC 2012 MAX MEMBER FORCES 4WR/GDF/Cq=1.00 TC: 2x4 DF A16BTR LOAD DURATION INCREASE - 1.15 1-2-( O) 80 2-7=(-1532) 1806 3-7-(-525) 474 BC: 2x4 DF 416BTR SPACED 24.0" O.C. 2-3=(-1324) 757 7-6=(-1530) 1805 7-4=(-233) 491 WEBS: 2.4 DF STAND 3-4-y -847) 338 7-5-y-524) 472 LOADING 4-5=� -649) 339 TC LATERAL SUPPORT <- 12cGC. HON. LL( 25.0)aDL( 7.0) ON TOP CHORD - 32,0 PSE 5-6-(-1325) 758 BC LATERAL SUPPORT <- 12"OC. UON. DL ON BOTTOM CHORD - 10.0 PSE TOTAL LOAD - 42.0 PSE OVERHANGS: 12.0" 0.0" BEARING MAS VERT MAX HORS BRG REQUIRED BRG AREA LL - 25 PSF Ground Snow (PI) LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES) 0'- 0.0" -498/ 1123V -2588/ 2588H 5.50" 1.80 DF 625) JT 2, 6; Heel [o plate coiner 3.50" LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL 7 - 3.0" -499/ 1122V -2587/ 258711 5.50" 1.80 DF 625) REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET, BOTTOM CHORD CHECKED FOR IOPSF LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. COND. 2: Design checked for net(-5 psfl uplift at 24 spacing. VERTICAL DEFLECTION LIMITS: LL=L/240, TL-L/180 MAx LL De PL = -0.Oor' e -1'- 0.0" Allowed 0 .1 0 0" MAX TL CREEP DEFL -0.003" @ -1'- 0.0" Al l..so - 0.113-- RAM .133"MA% LL DEFL - -0.018" @ B'- 7.5" Allowed - 0.817' MAX BY PANEL TL DEFL -0.077' @ 13'- 4.2" Allowed = 0.521" 4-05-06 4-02-02 4-02-02 4-05-06 MAx HORIZ. LL DUEL - 0,027" @ 16'- 9.5" MAX HORIZ. TL DEFL - 0.030" @ 16- 9.5" 12 12 M-4x6 l2_o0 [7 'g�Sz.oD 4 O COND. 3: 150.00 PLF SEISMIC LOAD. 4 .PI Design conforms torxndfox - isting system and components and cladding criteria. Wind: 140 mph, h-22.Bft, TCDL-4.2,BCDL-6.0, ASCE 7-10, (All Heights), Enclosed, CaL2, Exp.B, MWFRS(Di.), load duration fa¢0r-1.6, End vertical(s) a exposed to wind, Truss designed for wind loads 1n the plane of the truss only. XM-3.4M-3.8 M-1.5x3 o � �o o M-3x476 on Cc 8-07-08 8-07-08 � 9 PROGINE 5 N F '1=00' 17-03 9782PE JOB NAME : 17988 JT SMITH PID 2945 - F2X Scale: 0.2571 MMIR68: OENEMLXOiEB, uNar YtlYMw mba-. V Truss: F2X w..y^m.Y'Y �.^.ma ..e Yr.0 c.nY.i wme ...,lee.rod�au mw.eM"....m.m"wwrnimn a'bi yy REGION W- 1 Q' a.w w.bn W P am.Ya Y b n OpIld ..eePw�.ftW1 Er.rea.YaY, 99 �qRY 15 L Q E.rkaium.immw'•n a.YYek mYw amMY e.:,R o,YwYmoY zD..�a'.®,"..a. P•"a mmmawk.m ai.m.uy a.c.a er wm'Yuro wu..,.m,...-I..-I P.'YYaemsunprea zo .u.r reeRCW11 a. se.cea.r .m me.brewI bm.. DATE: 12/1/2015 wY.Y.uYY,m.Ybw.._mWsiq.Na apkire app'er. 3.b i„p.md.,Wma.rcni gY� �Ym c wan wu(ec). �l pAI IL SEQ. : K1565039 I e.No aea.mwe.Yvq�b..r w.m.a.M wrN Mmr.n pare e'k ..bmn.mYn ww.n...Pe,.wrtram.r.ew.aw w,e..m,. wnµeY eM alrc tin Houk anYbM p.eM dun D-'-a 4ua.v vnbGueea lne ronwrm®w emnnmenl, TRANS ID: LINK a.qa mm.ae.Pgba m.m,TMc..m. ¢ •AnafYgeYp;°"•.r a,:6 mi are."�.n.YPPom.w.w.sm..,YY " 5.CcI-a.•Y.-malew.•�a•-.'-•..'..,.wHkYmrm. EXPIRES: 12/31/2016 baa'..mn-m.,. ,..rdlaeYIwanm.1..WoWnm 1.owe«.".e.aea'..bw.'ecea s.. December 1,2015 s.il.eawpn iv wai.n.a.,em+m me m.mwY..rkm er e.U. .Y ee I.d cY mmba..1 w..esa Me. u...n., iFIMTOAmIIC S1 o.Pbe or w..n Wna mmweY9Y�,.4wm. Dose carne w'ram mMe,m.e. B.Ppm intlnY ua 10.b amaws e • M1MTekMS4,Inc/Comy,T,ua Soflwn,e 18.1(1 L)-E tO.FY�EepcmmeWr aeb Meyn wkee we E$RI3I1.E5R1989(MiieF) • ' This design prepared from computer input by Pacific Lumber and Truss-BC LUMBER SPECIFICATIONS TRUSS SPAN 18'- 2.0" IBC 2012 MAX MEMBER FORCES 4WR/GDF/Cq=1.00 TC: 2x4 IF #11FIR LOAD DURATION INCREASE = 1.15 1- 2=( OI 80 2- 8-( -93) 555 3- 8=( -253) 248 SO 2x4 IF #118TR SPACED 24.0" O.C. 2- 3=( -834) 24B 8- 9-1-1301 596 8- 4-( -314) 556 WEBS: 2x4 IF STAND 3- 4=( -655) 285 9-10-(-359) 1044 8- 5=( -355) 331 LOADING 4- 5-( -655) 32"/ 5- 9-( -398) 719 TC LATERAL SUPPORT <= 12"OC. PON. LL( 25.0)tDL( 7.0) ON TOP CHORD - 32.0 PSF 5- 6=1-15251 693 9- 6=( -484) 414 BC LATERAL SUPPORT <= 12"OC. UON. DL ON BOTTOM CHORD - 10.0 PSF 6- 7=( -16) 21 6-10=(-1253) 420 TOTAL LOAD - 42.0 PSE 30- 7-( -61) 102 OVERHANGS: 12.0" 0.0" LL - 25 PSF Ground Snow (Pg) BEARING MAE VERT MAx HORS ERG REQUIRED BRG AREA LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES) For hanger specs. - See approved plans LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL 0'- 0.0" -150/ 891V -222/ 248H 5.50" 1.43 IF ( 625) REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. 181- 2.0" -92/ 755V 0/ ON 5.50" 1.21 IF ( 625) BOTTOM CHORD CHECKED FOR 1OPSF LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. COLD. 2: Design checked for net(-5 psf) uplift at 24 spacing. VE0.TICAL DEFLECTION LIMITS: LL-L/240, TL-L/180 8-07-08 7-09-10 1-08-14 MAx LL DEFL -0.002" @ -1'- 0.0" Allowed - 0.100" MAX TL CREEP DEFL -0.003" a -1'- 0.0" Allowed - 0.133" 4-05-06 9-02-02 9-03-06 3-09-12 1-OS-06 MAX LL DEFL - 0.035" e 16'- 5.1" Allowed - 0.862" MA% TL CREEP DEFL -0.067" @ 16- 5.1" Allowed = 1.150" 12 12 MAX HORIZ. LL DEFL 0.008" a 17'- 10.5" M-4x6 MAN HORIZ. TL DEFL 0.013" a 17'- 10.5" 12.00 1z.0o 9.0" Design conforms no main imfodieria system and components and cladding g crcritteria. Wind: 140 mph, h-22.8ft, TCDL-4.2,BCDL-6.0, ASCE 7-10, 3 1' (All Heights). Enclosed, Cat.2, Exp.B, MWFRS(Dir), load duration factor-1.6, End vertical(s) are exposed to wind, Truss designed forwind loads in the plane of the cr usa only. M-1.5x3 M-3x4 3 M-5x12 M-1.5x3I to -�If o 9 10 o M-3x9 M-3x8 M-3x4 M-3x5 e-o7-oe L 7-09-10 1-08-14� 1�__D PRO GINEFFFs /1-00 18-02 IP/0-/��9 8 782PE JOB NAME : 17988 JT SMITH 21, 2945 - F3 Scale: D.2603 WARNINGS: ......N...' urlw 1 ..i..,.,m.woman .smaWh.Orr.s.. am .. 1 rn a.. 6... ors,e .Po.me.. n.m E,..mdardal OREGON Truss: F3 .,m Na,,..ya e.yl.mmwaeon mmmm... Wu.ro.mro.m,n morroaWry of desm 1-ams 11 z a.oun -was M.nemm..-andwM.... ir2rya•.on W ampcnm'.Boman acnoM,as sees Mtln Wil. 9 qRY 15 l�,P a.nn. mP or w so."o-ro Wnmu.m zyna wmP ne ,aa m ea..,.r.:men o. .,a,. ama"-.ft r as nam enaraws'Pamai.m aamre0 zoa.m la o.r..P..evxv'^a.aam n,e,y,n,n n.,Yrom er DATE: 12/1/2015 a..wm„waa a am masamuilr or 4m wks, a.aITom Br ma or alas aml..areNc).na'a arv'm lec)_ PAUL awa.a.nn.mon.. SEQ.: K1565035 ..Non.amwae..PPwam.nv aanPammmR mw,.nm.ro•m ..(muu.mnorm„....'a•Pa,r..mor.n,..E..,..mne.a.,. szova-mmorsaaMmmmrs...,FF.'reass .n S.Oamam urn Oawa ma.as.In a m---anrommM, TRANS ID: LINK wan iom.W.Pgi.am.m Wn..nm. .naanamon.H.ar ram. s.comP,Tnnim.m wno-o)orr.na..m,..m mRlomi..ry ra.m. s.re.w....m..lmi ea.xre al•n.,Pwn mon,.sr.m m.,wP.n EXPIRES: 12/31/2016 ry . Wn.mia.P,m.Pm.'m.m.�miamnalmmPamw. ,.D.d6nm..m.a.ae„...mim6.�.pa„a... a.TN• lmnm.a...Rm.am.mr Pe.iaoawm.am am..arw®..ne p..a ao m..a n.r December 1,2015 rvlw'strAmecsaaw.smasso . w .,,.R..m rasaxwmRmmmr.a ' • M(Tak USA,Inc IComWTNASohwRm767(1LyE 1.Gaaoiaos.sb M pw.iorm. . For so pY a.qn wLxw ESR.1311.ESR-1669(aRak) • • This design prepared from computer input by PACIFIC LUMBER: Larry M LUMBER SPECIFICATIONS TRUSS SPAN 20- 0.0" IBC 2012 MAY MEMBER FORCES 4WR/GDF/Cq-1.00 TC; 2x4 IF W16BTR; LOAD DURATION INCREASE = 1.15 1- 2=( -5) 126 12-13=(-301) 309 12- 2=1-14721 100 1]-10-( -13) 999 2x6 DF SS T2, T3 SPACED 24.0" O.C. 2- 3=( -981) 86 13-14-( -11) 796 2-13-( -13) 999 10-18-(-14]2) 100 BE 2x12 OF 02 3- 4-1-15231 97 14-16-( -22) 806 13- 3-( -898) 19 WEBS: 2x4 DF STAND; LOADING 4- 5-( -860) 206 16-17-( -11) 755 3-14=( -111) 220 2x6 DF B2 A LL( 25.0).DL( 7.0) ON TOP CHORD = 32.0 PSI 5- 6=1 -1671 ]] 1]-18=( -23) 43 14- 4=( 0) 785 DL ON BOTTOM CHORD = 10.0 PSI 6- 7=( -16]) ]] 5-15-1 -9161 227 TO LATERAL SUPPORT 1= 12"OC. PON. TOTAL LOAD 42.0 PSF 7- 8-( -880) 206 15- 6-( -8) 147 BC LATERAL SUPPORT 120"OC. UON. 8- 9-(-1523) 97 15- 7=( -916) 227 BC LATERAL SUPPORT I- 12"OC. (ROOM AREA) LL = 25 PSF Ground Snow (Pg) 9-10=( -981) 85 B-16=( 0) 785 BE UNIT LL( 40,01.DL1 10.01= 50.0 PSF 4'- 5.5" TO 15- 6.5" V 10-11=( -5) 126 16- 9-1 -1131 221 OVERHANGS: 12.0" 12.0" TO UNIF LL( O.OLDL( 5.0)= 5.0 PSF 4'- 0.8" TO 7'- 4,1" V 9-17=1 -8981 19 TO UNIF LL( O.0)IDL1 5.01- 5.0 PSF 12- 7.9" TO 15- 112" V UNIF LL( 0.01.DL( 5.0)= 5.0 PSF J5 TO J15 V BEARING MAY VERT MAY HORS BRG REQUIRED BIG AREA UNIF LL( 0.0LDL1 5.01= 5.0 PSF J15 TO J] V LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES) M-1.5x4 or equal at non-structural 01- 0.0" -43/ 1511V -323/ 323H 5.50" 2.42 IF 1 625) vertical members (non) BC CONY LL( 0.0)+DL( 52.7)= 52.7 LBS @ 4'- 0.0" 20- 0.0" -43/ 1511V 0/ OH 5.50" 2.42 OF 625) BC CONC LL( 0.0)+DL( 52.7)= 52.7 LBS @ 16- 0.0" M-3x5 where shown; Jts:4-5,]-8,13,1] LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL Unbalanced live load. have been REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. considered for this design. BOTTOM CHORD CHECKED FOR DOPSF LIVE LOAD. TOP COND. 2: Design checked for net(-5 psf) uplift at 24 spacing. AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. VERTICAL IYAL DEFLECTION LIMITS: LL=1/240, TL-L/180 to-Do IU-00 MCR LL DEFL - -0.001" @ -1'- 0.0" Allowed = 0.100" MA% TL CREEP DEFL = -0.002" @ -1'- 0.0" Allowed - 0.133" 2-01-12 2-01 3-01-08 2-07-12 2-07-12 3-01-08 2-01 2-01-12 SUED LL DEFL - -0.093" @ 16'- 0.0" Allowed = 0.954" CR MAX TL CREEP DEFL - -0.205" @ 16'- 0.0" Allowed = 1.272" 12 12 MLL DEFL = -0.001" @ 21'- 0.0" Allowed - 0.133" CR M-3x4 MAX TL CREEP DEFL -0.002" @ 21'- 0.0" Allowed - 0.133" 12.00 M-4x8 �12.00 MAY HORIZ. LL DEFL - 0.004" @ 19'- 10.3" MAX XORIZ. TL DEFL = 0.006" @ 19- 10.3" 9.Un 6 {{ Design -f-rcs to m ce- rindforresisting 2 system and components and cladding criteria. 5 a' Wind: 140 mph, h-15.3£6, TCDL=42,BCDL=6.0, ASCE 1-10, (All Heights), Enclosed, Cat.2, Exp.B, MFRS Dis), load duration facto r-1.6, End v cal(s) are exposed to wind, Tic- Ungraded forwind load¢ 1n the plane of the truss only. M-7x" (S) M-7x8 0.25" 0.25" s M-3x6 A M-3x6 0 N 12 13� 14 16 17 8 x4 M-8x10 } " S 51.704 tsz?o#y5x4 1 ��ED PROFF0 1-10-02-01-12 12-00 2-01-12-10-09 1 ��Gj �NGINEF9 /0 1-00-00 20-00 1-00 417 9782 P E 9r JOB NAME : 17988 JT SMITH PL 2945 - G1 Scale: 0.1712 MRNNW: GENERAL NOTES, uNw NmMm mb.. V ).eYw,.m.Nao.m.e...m,wNem.a.;.eH.,,.ymINaw. ,.7n'.a....'.m..emy.Pone.mmm.wNmmw..mYY,..ImYHe�.I 9 OREGON Truss: Gl .m wm1 mc,.__..m..mmee. w..re mmPrt.m apea..ft Ha..gn m Twesm maom' 7/� rZ0 Q' zn4 mmn..i_b aeon¢ll.mmimau.e w.mw,. Nmmaeron moanwronsm a.,..e.n. 4a w wwbN a••iaw '(f9 .9 Ry ArJ. � Q' 3.Mtl'AmlanVa.rl a.aremwa..Ytilh evil;mmmWtfm 20..gn°wme°.by°M.P.m Made b by .11,.-d. Ntle negyne. .las,. 'eabb-l'-se.bntlreH 3moac emM.W ltl o.a,eyecWHy uibw Esme T,w,PnNYreirYryP by DATE: 12/1/2015 4wa»nneeuve. ..e.saymn wsbY.w aYmire aea,' s.hl oa.e n .,,1 .w _et.rc).w.,eyw.n(BW. � PAUL mpea ampre aww.l a.u,q,pree we.,.m.w... SEQ. : K1565036 ..wwm m.Nem.PaweY.m mmPomNun..m,ml a.Hre•'d ..Imalwem-.i.n..ry. mm Htl.m.m ..e..a,. amm.rt.,.mmgew ere e,ro..e HwNa.m m.e.e.m.,e.. s.nw.By 1, .ee..•mm me.ea ine mn<..v.w emii,m..H. TRANS ID: LINK a..as 1O . Me.m my-bb.. a OeWm By 1, .t mlwwao m<wn.cnhmyyxg.e ."cam.mm.bae»'. .w .m,. wl a . EXPIRES: 12/31/2016 a.. mM4re -Pew" Pbys. ].Is..11 maeWNUW avireeek bu-. ,M.e.aPA.....6bn4,,;°am Ylln...ne. upn.s PaYe.mllmN jN.-Ham.., �. wm ®mi,ma, December 1,2015 • • TPIfMCA In BCSL�Ys oI WlM repro NmN.eumnn.ntl. Inge m,tiM v.M pM anb,lnp. • MiTek URA,NdJCu.PuTmSORm.re AR7-SP2(L-E10 ..Fo,b l&cmmw.m..aewoPrwpwyeN rotom..lm. .ESR-)sn • , ESR-)melM�nq • , This design prepared from computer input by Pacific Cumber and Truss-BC LUMBER SPECIFICATIONS TRUSS SPAN 20'- 0.0" IEC -012 MAX MEMBER FORCES 4WR/60F/Cq=1.00 TC: 2%4 DF x16BTR; LOAD DURATION INCREASE - 1.15 - 2-! - 1 126 :3=1-3J!1 309 12- 2-1-19721 100 17-10=1 -131 999 2x6 IF 55 T2s T3 SPACED 24.0" O.C. - 3=1 -9811 86 13-14-'. -111 ]9f 2-13-( -13) 999 IO-ie=1-19]21 100 BC: 2,12 DF x2 3- 4-1-15231 97 14-16=1 -221 780t55 13- 3=( -8951 19 WEBS: 2x9 DF STAND; LOADING 9- 5=1 -5801 206 16-1]=I -211 ]55 3-14-1 -1111 220 2.6 DF X2 A It, 25.01+DL( ].0) ON TOM CHORD - 32.0 PSF 5- 6-( -16]) 77 P-]e=( -23) 93 19- 9-( 0) BS] DL ON BOTTOM CHORD - 10.0 PSF 6- 7=1 -16]) ]] 5-15-( -916) 227 TC LATERAL SUPPORT NON. TOTAL LOAD 42.0 PSF "1- E=( 1520) 206 15- 6=( -B) 147 12 BC LATERAL SUPPORT 120-OC. . U 00N. 2- 9-(-3523) 97 15- 7=( -916) 227 BC LATERAL SUPPORT <= 12"OC, P. AREA) LL 25 PSF Ground Snow (Pg) 9-10-( -981) BS 6-16-( 01 827 50.0 BC UNIF LLI 90.0).DL( 10.0)- 50.0 PSF 4- 5.5" TO 15'- 6.5" V 30-11=( -5) 126 16- 9-( -813) 221 OVERHANGS: 12.0" 12.0" TC UNIF LLI 0,0).DL( 5.0)- 5.0 PSF 9'- 0.8" TO 7'- 4,1" V 9-17=( -E9B) 19 TC UNIF LLI 0.0).DLI 5.0)- 5.0 PSF 12'- 7.9" TO 15- 11.2" V UNIF LLI 0,0].DLI 5.0)- 5.0 PSE JS TO J15 V BEARING MA'i. VERT PAXREACTIONS THORSION SRO REQUIRED BRG AREA UNIF LLI O.O LDLI 5.01= 5.0 PSF J15 TO S7 V LOCATI0N5 REACTIONS REACTIONS SIZE SO.IN. ISPECIE51 M-3x5 where shown; S[s:4-5, 7-E,I3,t] 0'- 0.0" -43/ 1511, -3.3/ 323. 5.50" 2.4'_ DF 1 625) BC CONC LLI O.OI.DL( 52.71= 2.7 LBS @ 4'- 0.0" 20'- 0.0" -93/ LS11V C/ ON 5.50 .92" 2DF 6251 Unbalanced ore hiatls havesign been BC CONC LLI O.OI.DLI 52.71= 52.7 LBS @ 16'- 0,0" onsi cdered for this design. LIVEBOTTOML CHORD CHECKED FOR A 20 FSE LIMITED STORAGE LIVE LOAD AT LOCATION(5) SPECIFIED IBO 2012. THE BOTTOM CHORD DEAD LOAD IS A MINIMUM DE 30 PSE CON D. 2: Design cxecked for net l-5 psfl uplift it 29 " spacin 9 VERTICAL DEFLECTION LIMITS: LL-L/:40, TL-L/150 10-00 10-00 MA% LL DEFL - -0-001 @ -1'- 0,0 All...d = 0.100" MAX TL CREEP DEFL -0,002" @ -1'- 0.0" All...d - 0,133" 2-01-12 2101 3-03-04 2_46 2_06 5-03-04 2-01 2_01_12 MAX LL DEFL = -0.093" @ 16- 0,0" Allowed - 0.954" MA% TL CREEP DEFL - -0.205" @ 16- 0,0" Allowed - 1.272" MAX It DEFL - -0.001" @ 21- 0.0" Allowed - 0,100" 12 12 MAX TL CREEP DEFL - -0.002" @ 21- 0.0" Allowed - 0.133" M-4x8 1200 12.00 4.0' MAX\ HOR:Z. It DEFL 0A04" @ 19'- 1'2.]•• 6 HORIZ. -L CEFL = 0.006" @ 19'- 1J.3" Design rash- to mx ind!oxce-resisting 2. system and componentsand claidir, criteria. Wind: 190 tope, hts), Et, TCPLEnclosed, .2,. , ER,D, ASCE 7-10, (All oad Heights), Enclosed, Ca[.2, Exp.B. MWFP5(of r), 3 load duration fa cto[expo M-3x9 Entl ve resign(d) a exposed to rintl, Truss designed fthew!ntl loads an the plane of the [rods only. M-7x8(5) 14-7x8(5) 0.25" 11 0.25" 7 M-3x6 A A M-3x6 1 11-01 ti ti 12 l3 l< 16 17 IB M-1.5x4 M-8x10 M_8X10 M-1.5x9 PRO FFss L 152.704 t52.7C#L y �FeED 1-lo-OR-ol-12 12-00 2-01-1a-10-041 1 �Gj �NGINE(9 HOZ 1-00 o-co 00 9782PE 9r JOB NAME : 17988 JT SMITH PL 2945 - G2 Scale: 0.1818 IaorWARNINGS: aexFau xore9. no g, 9� OREGON p Q, T&ilev.M•A[bnmM•pw YwuM N•Pm•a°rN Gn•AIxM• 1 )nn ewro pass. .mel. ,toes Yvmi.M"mse,r,"vgwl Truss: G2 ..vmn. aeameam..reee m.rr.m.. wlekrr mrr"M..AyxllAmp ma..w w...Y.•.wm" Q z mmmA®m.w h•aap ax.rw imY.aw.A wwr.. im.AMmner mngmr.mA e"r..wrwxxvmw wugrg a..grw. ].MYLv.I"nw•ry b•orp brvvYGM ay.G m""'�.^ ) b.yr•vvm Ye Cq.ne xohm Wr6b bl.bnllY>•oC" ese r.g alq.l.rare,M]MrYlwm.r.m Marg.l Y..•M•r l0 ocrxwcNMy inYv bxM E.wgIgN Wv 4rp.0y f1 DATE: 12/1/2015 .wr.r mua..hn.Ae.rwMd9"M"Neagr. aarrw.ea"wg�r l..l"er. per.Rr..a.l•^c 1+1°"a�«amnlNec) PA UL "\ SEQ. : K1565037 a Ws.•w WeN,.ae.mmrrwr.ra.re..r Meg.. I heae..mawas.r•ro. .Ime.r�.r e.m.r.vprOl...."m srr.ww.nY.wa w.,x.rr s Dssort n..e....vo.w .em.mnm,.. earwrm..t TRANS ID: LINK e.-,rl"a.e.sa.eY.w mew.A e nw.M1 EXPIRES: 12/31/2016 hboYn.rrwgkg..AwYA..•YY"".I mnp,YY ) p.MTwmx M•Pvrr J•wP.IawW ),•.>,,.BustWsawo „•,.°,"„tors., , P~Y.„., m„m„hhA,, .„ , . .,m,, December 1,2015 • • TCrAVlCP.9451,vg Y.elNMr.nxy 4mYrM"mnrpr.a Was roorsis wm p.mYrears . '8 PpM1 n3oY mer A.Y"INrea . r • • MITek USA,Inc/Cm oWTSoft eh,SOaraB]-SP3(t q-E Or.r e.w mm.mr p..4x.ynww•ri ESR-ran.E59nvN IMrt.q This design prepared from computer input by Pacific Lumber and Truss-BC LUMBER SPECIFICATIONS TRUSS SPAN 6'- 0.0" IBC 2012 Max MEMBER FORCES 4WR/GDF/Cq-1.00 TO: 2x4 DF 41LBTR LOAD DURATION INCREASE = 1.15 1-2-( 0) BO 2-4-(0) 0 BC: 2x4 OF B16BTR SPACED 24.0" O.C. 2-3-(-66) 72 TO LATERAL SUPPORT <= 12"OC. NON. LOADING BC LATERAL SUPPORT <= 12'b0. UON. LL( 25.0)+OL( 7.0) ON TOP CHORD = 32.0 PST BEARING MAX VERT RAN HORZ BRG REQUIRED BRW AREA DL ON BOTTOM CHORD = 10.0 PST LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES) OVERHANGS: 12.0" 0.0" TOTAL LOAD = 42.0 PSI 01- 0.0" -90/ 298V -23/ 18H 5.50" 0.48 OF 1 625) 1'- 2.9" -82/ 128V 0/ ON 1.50" 0.20 OF 6251 LL - 25 P5F Ground Snow (Pg) 6•- 0.0" D/ 48V 0/ 0H 5,50" 0.08 OF 625) LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL REQUIREMENTS OF IBC 2012 AND DEC 2012 NOT BEING MET. BOTGOND. 2: Design checked for net(-5 psf) uplift at 24 AND CHORD CHECKED FOA 10PSF LIVE LOAD. TOP spacing. AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. VERTICAL DEFLECTION LIMITS: T,1=1/240,Allowed MUES( LL DEFT, = -0.003' @ -1'- 0.0" Allowed = 0.100" MAX TL CREEP DEFT, = -0.003" @ -1'- 0.0" Allowed 0.133" MAY TO PANEL LL DEFL 0.002" @ 0'- 9.4" Allowed - 0.083" ORE 1-@3-10 MAX TC PANEL TL DEFT, - -0.002" @ 0'- 9.8" Allowed = 0.124" MAX BC PANEL LL DEED = 0.007" @ 2'- 8.6" Allowed 0.254" MAGE IS PANEL TL DEFT, -0,027" @ 3'- 3.8" Allowed 0.339" 12 MAX HORIZ. LL DEFT, = -0.000" @ 1'- 2.9" 12.00 MAX HORIZ. TL DEFT, 0.000" @ 1'- 2.9" Design onfor s to m lntlfo me-[esis[1nq sysnem and Components and cladding criteria. 3 Wind: 140 mph, h=19.1£t, TCDL=4.2,BCOL=6.0, ASCE 7-10, IAll Heights), Enclosed, Cat.2, Exp.B, WRITE(Cir) load duration factor-1.6, End vertical(s) a exposed to wind, Truss d-gned for wind loads in the plane of the truss only, of or YYY--- rM-3.1 7 L 1-DE PROVIDE FULL B R.I.I:lts:2,3,4 6-00 Ep PROF,.. �NGINEF9 9782PE v� JOB NAME : 17988 JT SMITH PL 2945 - J1 Stole C.6771 �'✓-��j� WARNINGS: OENENAL NOTES, wN_ollervnn mT]'. V �Q3 1.9uaer.ra.i.aon mgemo.M1B..w_. ..0 O.n 1ce.. 1wnml 9 OREGON Truss: J1 .m-me" .bw mmwd,enm,mW,e.. a,+ane m,nPelWm.Ayglmenmaa..vnP..m.NI...P.n' ?j ti� 2� Q' z..xmvww[n-1,se,m,tl L.IMMJ Wwn elan.. Itta'pm.mnN.ur.T mole W,agbiWl'r oleo WXlniaWm. �� /I^� �G. �(�Q s.Aamawl le^P^ry bva'gmlrnu.4mM'.rN sneWatim z Oe.gn'pump.Ne.1..main NmNmMmbnIl Mma N Yu.r..mn.alM.r'..,acmr oeakomlpemmmm aaaroa SmecaedV Oaeley'[o-aelr�.11eeebaeeamlauemmt 'Ieroubr DATE: 12/1/2015 vWm.neewcveN e.myo.0 a We walro..P,.. 3.3lm.am1eu ov,pore demMarofTcl enaor arvw.u(ec). PAUL ro m...d.nETN Wnd.. �l ll SEQ. : X1565038 ..NOw..1.Be.PMle'b.nr cwnp+mmnew.b,.1 a.aro."' .1.,..m.Is. W.,.'. A....w., .eeB mtim vh. n,b.II..Nan S.MNenewmee buaseI. Inr&W ronwrmaw emvanimnl, TRANS ID: LINK .'mw.bev wdm.nrow y vx 3 endbeb,1,..Aen'm„_. s.eenwiw n..m mrvrolowrem evu+Wem mpowo-eh m.11'e Deamynvwmee xfil be.xro a.lr mpyn,taxwrtsnm n, EXPIRES: 12/31/2016 ha-.n osecl, Dwrw-swe. ,.Aa m.,.l.R, December 1,2015 6.1N...,Kc,.wbm pRm.ImiYWm.1.er 9.P.YSY .Y mN 1-Y'se a-.1 m,s.end A.ullek mn., TPIWCAb WEt mV:.WxtiJ,wIl RoNw'uynlsweW m1.wen acu,w,I.- M:TBk USA,Inc nomATNS 50fleaee TG 7D LIE to.FOi amca mr.Wtlo,IYeb'tl..pn wLw pee E3R-131L E3P 18m(MlieM) 1 ' ' e This tlesign pmepametl from computer input by Pacific Lumber and Truss-BC LUMBER SPECIFICATIONS TRUSS SPAN 20- 0.0" IBC 2012 MAX MEMBER FORCES 4WR/GDF/Cq=1.00 TO: 2x4 IF X1dBTR; LOAD DURATION INCREASE - 1.15 (Non-Rep) 1- 2=( -$) 220 12-13=1-5281 540 12- 2=(-2638) 160 1]-10=( -24) 1886 2x6 DE SS T2, T3 SPACED 42.0" O.C. 2- 3=(-1750) 140 13-14=( -24) 1408 2-13=( -24) 1792 10-18=(-2874) 102 SC: 2x12 IF #2 3- 4-(-2756) 14B 14-16=( -38) 1460 13- 3=(-1648) 32 WEBS: 2x4 OF STAND; LOADING 4- 5=(-1582) 350 16-17=( -20) 1426 3-14=( -196) 396 2%6 DF k2 A LL( 25.0)tDL( 7.0) ON TOP CHORD - 32.0 PST 5- 6-( -200) 134 17-18-( -38) 76 14- 4-( O) 1570 DL ON BOTTOM CHORD = 10.0 PSE 6- 7=( -276) 136 5-15-(-1670) 382 TO MAX PURLIN SPACING 24"OC. UON. TOTAL LOAD = 42.0 PEE 7- 8=(-1624) 354 15- 6=( -12) 266 BC HAS PURLIN SPACING 72"OC. UON. 8- 9=(-2820) 152 15- 7=(-1670) 382 LL - 25 FEE Ground Snow (Pg) 9-10=(-1906) 134 8-16-( 0) 1482 OVERHANG$: 12.0" 12.0" BC UNIF LL( 40.0)tDL( 10.0)= 50.0 PER 9'- 5.5" TO 15'- 6.5" V 10-11=( -8) 234 16- 9=( -206) 340 TC UNIF LL( 0,0)I.L( 5.0)- 5.0 RIF 4'- 0.8" TO 7'- 4.1" V 9-17-(-1642) 32 TC UNIF LL( 0.0)tDL( 5.0)= 5.0 PEE 12'- 7.9" TO 15- 11.2" V UNIF LL( 0.0)tDL( 5.0)= 5.0 PSF JS TO J15 V BEARING MAX VERT MAX HONG BRG REQUIRED BRG AREA M-3x5 where shown; Jts:2,4-5,7-0,17 UNIF LL( 0.0)'DLI 5.0)= 5.0 PIE J15 TO J7 V LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES) ADDS: TO UNIF LLiDL= 00.0 PIF 12- 10.0" TO 20•- 0.0" I O'- 0.0" -75/ 2690V -565/ 565H 5.50" 4.30 IF 1 625) Unbalanced live loads have been considered for this design. 20'- 0.0" -75/ 3000V 0/ OH 5.50" 4.80 IF 1 6251 BC COST LL( 0.0)+DLI 92.21- 92.2 LBS @ 4'- 0.0" 2 ply wi ( 2 ) complete trusses required. BC COUP LL( 0.0)iDLI 92.21- 92.2 LBS @ 16•- 0.0" o Attacn in 3"x.131 DIA GUN BOTTOM CHORD CHECKED FOR A 20 FEE LIMITED STORAGE nils Staggered: LIVE LOAD AT LOCATION(S) SPECIFIED BY IBC 2012. 9'• on in 1 row(s) throughout 2x4 top Chords, THE BOTTOM CHORD DEAD LOAD IS A MINIMUM OF 10 PAR. COND, 2: Design checked for net(-5 psf) uplift at 42 spacing. Re so in 2 row(s) throughout 2x6 top chords, VERTICAL DEFLECTION LIMITS: LL-L/240, TL-L/180e 9" oc in 3 row(s) througtoanogxl2 bottom chords, 10-00 MAX LL DEFL = -0.001" @ -1'- 0.0" Allowed 0.100" 9'• ocMAX TL CREEP DEFL -0.001" @ -1'- 0.0" Allowed 0.133" 9^ oC i 20r10.1(�1 �hgclu gnoujt�rj6 o�.ePa.2-06 2-06 3-03-04 2-01 2-01-12 PAGE LL DEFL = -5.082" @ 15- 11.2" Allowed 5.954" MA% TL CREEP DEFL -0.203" @ 16'- 0,0" Allowed - 1.272" 12 12 MAS LL DEFL - -0.001" @ 21- 0.0" Allowed = 0.100" M-4x8 ro] MA% TL CREEP DEFL - -0.001" @ 21'- 0.0" Allowed 0.133" 12.00 12.00 4,0•• MAS ORI . LL DEFL- 0.003" Ca 19'- 10.3" 6 ,M MADORIS.ORI SZ. TL DEFL 0.055" Q 19- 10.3" 2, Design conforms to main windforce-resisting + system and components and cladding criteria. 5 Wind: 140 mph, M1=15.3fl, TCDL-4.2,BCDL-6,0, ASCE 7-10, 15 (All Heights). Enclosed, Cat.2, Exp.B, MWFRS(Dif)• M-3x4 load duration factnr=1.6, End verticallsl a exposed to wind, Truss designed for wind loads in the plane of the truss only. M-7 x8(S) M-7x8(S) 0.25" L0.25" A A M-3x6 '( N � 11-01N k 12 13 14 16 11 1B M-1.5x3 M-8x10 M-8x10 M-3x9 M-1.5x3 y tsz.zos #sz.zosL � 1-10-OT-01-12 12-00 2-Ol-1a-10-09t t ��Gj NGINEF9 /O� 0 20-00 1-00 V 9782PE 9r JOB NAME : 17988 JT SMITH PL 2945 - GGIRD �.✓��r Scale: 0.1816 WNin fl 8: GEHEMLxO]EB. ana-Passu : V ^� I.eulaw W.nNvn Bads-Wu,a...Wei 1.11 Aman)Wb. I...samgn'n Lewtl ml/am,n.wani xwwn.M roM anlMmaW 9 OREGON Truss: GGIRD w uwln;nae Nam....-mee. sa BamBon.m Apr-Nay x axon Rami Wad z L4 mmPe .an,mnl Le lnYu.e Wxn. n.-mana.WWW a. Im,WnroreeP'.."WNeWaNae^gnn. ((��`/ >.amxo..l.,a'.anemin."n arlry xvire oanaum", zParasa nn..u.bv.mmmmaaaemeeawvuvavream �f r 1t1 -`V (G ame,eeNdWW'Wwa.mm,.MfamlpammusmanxreW znc..M nlaoc,.yeWvNY Inb®W.cM Cl,ou[IaN W.46ryN er DATE: 12/1/2015 an..n...wm..b K.nmm.alb Wme Pei aexxnera ma IW"w'End.nI nx Eami an, .anamcleNror a,ywmec) � PA UL �\ I,pxa..wWbn) apu.ea 1 domed SE K1565039 ..N.ami w..,aa..xav.aan-mm Wavan wani.Wair a enx a.m ..Daman"'....sam amas.-allbBalxbneReNiam,ancm,. Q.. amen ."anamWas eci tine aM"N wYbmexmem,tlun S.D.xTmumcamate.,ebb mea lnemwa,mweenvkanmenl, TRANS ID: LINK Nx.n bm.N wdlea m.m mnwn.m end.r.ag mama.W.o. 5.emryrw Nem mnbo n,.ne...vine rv,.Wmalry k,ae a.mai, mee Nl[evxry.I.n a.[m,b xvsnn smm.,wapev EXPIRES: 12/31/2016 mince.imand x.m�.memena,nmu.x.nmmniximmm. ].o.bxn.aaam- aeaenednenxemxm.am. e.Ia.Nxm,klunMeauxevtbmeemNNmesl., e.nx.ex.eNlmmam..mmo.e.iw...nap.,.na.nm.vmnx, December 1,2015 a i 11mandAiu BCS,mobs in wai.1 N...Han Il-mrW .,smanna"nm ita e hUIBk USA Inc ICOnIWTIYS$OM/ale 7 6](1 LYE tO.Embe mmeamm.YMepnwbemai,ESRlma.l.11a • 1 • 1 This design prepared from computer input by Pacific Lumber and Truss-BC LUMBER SPECIFICATIONS TRUSS SPAN 6'- 0.0" INC 2012 WAS MEMBER FORCES 4WR/GDF/Cq-1.00 TO: 2.4 OF d16BTR LOAD DURATION INCREASE = 1.15 1-2-( 0) Be 2-4-(0) 0 BC: 2x4 OF B16STR SPACED 24.0" O.C. 2-3-(-69) 78 TO LATERAL SUPPORT <= 12"OC. UON. LOADING BC LATERAL SUPPORT - 12"00. LOW. LL( 25.0).DL( 7.0) ON TOP CHORD = 32.0 PSP BEARING MAX VERT MAX HORS BEG REQUIRED BEG AREA DL ON BOTTOM CHORD = 10.0 PST LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES) OVERHANGS: 12.0" 0.0" TOTAL LOAD = 42.0 PST 0'- D.0" -25/ 309V -41/ 118H 5.50" 0.50 OF 1 625) 2'- 6.9" -13B/ 123V 0/ 0R 1.50" 0.20 IF 1 625) LL = 25 PER Ground Snow (Re) 6'- 0.0" o/ 51V 0/ OF 5.50" 0.08 DF ( 625) LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL REQUIREMENTS OF INC 2012 AND INC 2012 NOT BEING MET. BOTOND. 2: Design checked for net(-5 pan) uplift at 24 AND BO CHORD CHECKED FOR DOPSF LIVE LOAD. TOP c spacing. AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. VERTICAL DEFLECTION LIMITS: LL=0/240, TL=1/180 WAR LL DEFL - -1.00 " @ -1'- 0.0" Allowed 0.100" MAX TL CREEP DEFL = -0.0033" @ -1'- 0.0" Allowed 0.133" 2-07-10 MA% TO PANEL LL DEFL - -O.ODS" @ 1• 7.1" Allowed = 0.210" BAN TO PANEL TL DEFL = -0.008" @ 1'- 6.2" Allowed = 0.314" MAX BC PANEL LL DEFL = 0.008" @ 2'- 8.6 Allowed 0.254" 12 MAX BC PANEL TL DEFL -0.039" @ 3'- 3.8" Allowed 0.339" 12.00 F 3 FAR HORIZ. LL DEFL -0.000" @ 2'- 6.9" MAX DORIC. TL DEFL - 0.000" @ 2'- 6.9" Design conforms to main indforce-resisting system and components and cladding criteria. Wind: 140 mph, h=19.8ft, TCDL=4.2,BCDL=6.0, ASCE 7-10, (All Helght5). EnCloae d, Cat.2, Exp.O, MWFRS(Dir), load duration factor-1.6, End vertical(s) are exposed to wand, Truss designed forwind loads _n the plane of the truss only. To To To /M-3x4 { y L 1-00 PROVIDE FULL sEARING;Sts:2,3,9 6-00 ��PEp PROFFss �NGINE F9 /0 9782PE v� JOB NAME : 17988 JT SMITH PIT 2945 - J2 /// Scale: 0.6211 T WARMXGB: GENERALresXB. uMauaWmVw ,.e,.w•.la.l«amm1e.rm,.. G.a.,.n m.liGmmlNm.. 1.mXa•annm.wPBovesne mm.mx...xw..m.rm.m�m.Xmi 9 REGION Truss: J2 .a W.mre....xm�xm,mmmmm.m..w.. wane m,..mleM./a oh..ma..yas".1tbhadeade I AsHm..'e®Im.wmb.v,; a e.-Idabeeld m.w.n.. Knervm.eoa-ma,Weend.uxxPdonean mn.wmroedat �[l ARy somem.M.re..,v....c mora..aaenal.newnm.�voa z,o....11A.i m.edne".weemd..,..v e..an •7 .me ne.m.Grtrmm..r.cur.Imemml ro...n.m a.tlrew zm.a em e11 .,MainasFr�'+.a.. ,ETc,amm.x..rombY DATE: 12/1/2015 me-..mvave ie me nemm.w.l.mex.Wame G.e..r. 3.awmwsFaHmee.e.xnxwr�+'..mlmNcl..a.efwll(ec). p/(�L .m.a mael.e mr..xl..are'w"I,.e wrxx..w... �1 SEQ. : KI565090 4..mme.wMG.mp.em.-twee..m,m.mr.e .'emem 4.Damen mean Xm......evINmrr.,..m.me.emme.mm,. .m..x..m,m...m e.m....wwe..r a.G,..m m.. s.,w,�.•m.ww......me.wem.mlw,lmw..me.x.m, TRANS ID: LINK ..rot nnmm. g-amNlta•nre.m. lw.xaNa ..-aOe san....., EXPIRES: 12/31/2016 ..mmnnma'ne,Wi{mease.n.n.m.mlmmm.l..le. ).Degan _.Eey.m mew.o.1.. a.Tn. ,newe,. . mamm.•m..--1,mmnr e.B.... lmw...,. ieneemlmw.and waa.mm..w.., December 1,2015 • • TM.....Fuel pi.ml x..wdl G lua.u,reque. late ttvrttle ren naw-war I.- 19.Dq..aab elu m a.11 weame. • • MTek U$l1,Inc/ComWTrus BoflWere i B.i(1 LfE O.FmrGc mmeamr q.b G.pn wLw•..E3R-1311,GSR16.9(MR.e) • , This design prepared from computer input by Pacific Lumber r.d Truss-BC LUMBER SPECIFICATIONS TRUSS SPAN 6'- 0.0" !BC 2012 MAX MEMBER FORCES 4WR/GDF/Cq=1.00 TO: 2x4 BE p160TR LOAD DURATION INCREASE = 1.15 1-2=( 0) 80 2-4=(0) 0 BG 2x4 IF 616BTR SPACES 24,0" O.C. 2-3-(-103) 105 TC LATERAL SUPPORT <= 12"OC. UON. LOADING BC LATERAL SUPPORT <= 12"OL PON. LL( 25.0)aDL( ].0) ON TOP CHORD = 32.0 PSP BEARING MA%VERT MAX HORS BAG REQUIRED BIG AREA DL ON BOTTOM CHORD = 10.0 PSP LOCATIONS REACTIONS REACTIONS SIZE SQ.IN, (SPECIES) OVERHANGS: 12.0" 0.0" TOTAL LOAD - 42.0 PST 0'- 0.0" -10/ 347V -60/ 159H 5.50" 0.55 DF ( 625) 3'- 10.9" -141/ 145V 0/ OR 1.50" 0.23 DF ( 625) LL = 25 PSE Ground Snow (Pg) 6'- 0.0" 0/ 59V 0/ ON 5.50" 0.09 DF ( 625) LIMITED STORAGE DOES NOT APPLY DUE TO THE BPATIAL REQUIREMENTS OF IBC 2012 AND IAC 2012 NOT BEING MET. AC BOTTOM CHORD CHECKED FOR l LIVE LOAD. TOP COND. 2: Design checked for net(-5 psfl uplift at 24 spad ng. AND BOTTgA CHORD LIVE LOADS ACT NON-CONCURRENTLY, VERTICAL DEFLECTION LIMITS: LL=0/240, TL-L/180 MAN LL DEFL - -0.002" @ -1'- 0.0" Allowed 0.100" CR MAX TL CREEP DEFL -0.003" @ -1'- 0,0" Allowed - 0,133" 3-11-10 NON LL UEFL 0,000" @ 0'- 0.0" Allowed 0.019" CR MAY TO CREEP DEED - 0.000" @ 0'- 0.0" Allowed - 0.105" 3 MAX TC PANEL LL DEFL = 0.035' @ 2'- 1.2" Allowed = 0.335" NAM BC PANEL TL DEFL -0.045" @ 3'- 1.4" Allowed - 0.339" 12 MA% BORIS. LL DEFL = -0.001" @ 31- 10.9" 12.00 MAX HOER. TL DEFL = -0.001" @ 3'- 10.9" Design contains to main windforce-resisting system and componentsand cladding Criteria. Wind: 140 mph, h=20.4ft, TCDL=4.2,BCDL=6.0, ASCE 7-10, (All Heights), Enclosed, Cat.2, Exp.B, MWFRS(D-), load duration factor-1.6, End vertical(a) are exposed to wind, Truss designed forwind loads Do an the plane of the tress only. o M-3x4 k 1-00 6-00 PROVIDE FULL BEARING{Sts 2,3,4 �E9 PRO/-C.pr� Ali �NGINEFly 89782PE v� JOB NAME : 17988 JT SMITH PL 2945 - J3 Beale: 0.5509 MRNIN(i8: GENERAL NOTES, ,nl-oreowse robe. V (.exlm.m aa.m.m.ro xoom .-a...cer,.I N.x. ..11.o p.-mre )v room WeA N .Nrvmem m nlmmul OREGON Oe, Q, Truss: J3 .m(.r...„,N. mr m,m„m. .... wilama or' .. 40 'o, 4.p.nnue-no prep. memo mmmlNa wrr aww... i.o.mo-.4a a moor.xur..mo um m We stem,a..pr,. 9 (/q � a.AomowwvlWonow.rm m., oft BE-. .ma..r...n zR..�T. wxp..ammem.rm ammmlvbrreel RY r Addowmlpmshw MMergcr Pmvmwo r)v ,vxWxwqx,.w.ir N LxorgjChv.1d N.Nnev L aI m ro bd tlkor UMlN-M unro Whom).er+aGw.n(se). PA U L DATE: 12/1/2015 .,.yoraq am.euamE ma>w.. s.alm.E malty or Nmnl Bearee,.v xner xooarm SEQ. : ((1565091 •.wxm.IWeoom..a .1Aw em ho,,d e- or, E dr,w me.,nw.:w,.A,.,a n. ,..p.n..o„m.. aw»...rw..sNe.m m..e...mo-a..rmw a..•o-,u.m s D..�,p,..x.,..wr.r.,.mlr,..e mrmomamow.rm.kamm.rrt m.ppl.em.m o+mw.•mr .m..ro,'ar ammuoom�«. TRANS in: LINK aerNueoa,.nNr-m.m.BcmrNwm, erp-..a-.mAmnndlr.m. -W1,mx,me asBqw w»rm.wr mepa.Naar.upW. EXP IRES: 12/31/2016 aw...Eahy December 1.2015 rolxcA kecslmwNom..po.mvxpomr.ar.r m po-kIw. MiTak USN,InJCompuTrps BORware]e]1 LYE E5RneR9(Wbq • • This design prepared from computer input by Pacific Lumber and Truss-BC LUMBER SPECIFICATIONS TRUSS SPAN 6'- 0.0" INC 2012 RAW MEMBER FORCES 4WR/GDF/Cq=1.00 TO 2x4 IF A16BTR LOAD DURATION INCREASE = 1.15 1-2-( 0) BO 2-4=(0) 0 BC: 2x4 DF X16BTR SPACED 24.0" O.C. 2-3-(-123) 133 TO LATERAL SUPPORT <- 12"OC. UON. LOADING BC LATERAL SUPPORT <= 12"OC. DOE. LL( 25.0)+OL( ].0) ON TOP CHORD - 32.0 PSI BEARING MAX VERT MAX HORS BEG REQUIRED ERG AREA DL ON BOTTOM CHORD - 10.0 PSE LOCATIONS REACT=ONS REACTIONS SIZE SQ.IN. (SPECIES) OVERHANGS: 12.0" 0,0" TOTAL LOAD - 42.0 PSI 0'- 0.0" -26/ 384V -BO/ SUIT 5.50" 0.61 OF ( 625) 5'- 2.9" -136/ 1681 0/ uH 1.50" 0,27 IF f 625) LL = 25 PSF Ground Snow (Pg) 6'- 0.0" 0/ 71V 0/ OF 5.50" 0.11 OF ( 625) LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. BOTTOM CHORD CHECKED FOR lOPSF LIVE LOAD. TOP COND. 2: Design checked for net(-5 psf) uplift at 24 c spacing. AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. VERTICAL DEFLECTION LIMITS: LL-L/240, TL-1/180 MAX LL DEFL -0.002" @ -1'- 0.0" All...1 0.100" MAX TL CREEP DEFL -0.003" @ -1'- 0.0 Allowed 0.133" 5-03-10 MAX LL DEFL = 0.000" @ 0'- 0.0" Allowed = 0.012" MAX TL CREEP DEFL 0.000" @ 0'- 0.0" Allowed 0.016" MAX TC PANEL LL DEFL 0.132" @ 3'- 0,3" Allowed - 0,461" MAN TO PANEL TL DEFL -0.124" @ 3'- 0.5" Allayed = 0.691" MAX HORIZ. LL DEFL = -0.002" @ 5'- 2.9" MAX TORR. TL DEFL -0.002" @ 5'- 2.9" 12 12.00 Design conforms to m indfose-resisting system and components cladding Criteria. Wind: 140 mph, h-21.1ft, TCDL-4.2,BCDL-6.0, ASCE 7-10, (All Heights), Enclosed, Cat.2, Exp.B, MWFRS(Dif), load auratioe factor=l.6, or End vevticallsl a exposed to Bina, Truss designed for Bina loads in the plane of the truss only. 4 M-3x4 L 1-00 ROVIDE FULL SEARING:,lts:6, D PRO 3o0 Cy Qz�5 �NGINEF9 /p29 9782PE r JOB NAME : 17988 JT SMITH PL 2945 - J4 Scale: 0.4708 T sARNIN68: GENERAL NOTES, Wxax•rcx wnwJ V / 1.aNlw.ne.x«.n«„e.n.,Nmnw«m.;xaaa G.n.«I xob. 1.rn.a...nmmxe Dolt nRonux««me.«axw,,.m;.ro,.n o-eva,.I 9 REGON Truss: J4 .ne senw,e•mx«nnu-«,,,,«,.... amene«'m« .101-1aM ald G ps. ....re sa, O ].AM mT9, w.b.1 mW In I.e'Ms«Nwvm.. ;wlp«eNnal mlN«I•mNN«•Wn s'sex b..sm,I `'a«qm:. �yJ [� P� ].Pdlib.' Pony M•eN h,p mW In- ].D•xT.•aumx tlw RV vd bdm tlwrhbb.I.brvllr bvoaX •� ��•l I �� sex r•panNNlq or Ye.,xb,.IWIWreI«malxm b,.erea z¢o..M N1a o<.,..gvWMr rtxx hM WwpIwN W'n Nrptl,br /� !]\� DATE: 12/1/2015 ne«.«emmn;n ex«®o-N,or n.weam eeN4re,. s a.MgP Nawsw vWft omni en.rGr�eR.�r.e� raclnorn'e,v.xn(ec). �J n' 1L `. SEQ. : K1565042 a. wnaa.Pp.ax.m«n.nxmnw.rx,.11 G.m a. , .en,1-.w,-IWuywm•,.w,-wwAwPPr �'1 V ,.cwnwe waa.m mne«.w man s.nwn...,,,x.wr..«c Iw, B n.,n,Kmo:...,.,;mnnxM. TRANS ID: LINK axGn 1«ee e..cp;.a x.nv«^•wren a .na.m A,1 «.s*n'anx. S.CanWru M.rowMa oue,.N•rmaa m,ey-v.btty M un D«gn.mm.s NUN.nwmenuPo Oxwn Shlmorv. d ««x, EXPIRES: 12/31/2016 ..;«oon,wm.y.wP,rea.m nxme.b«,a«,.pnxm. /. .xam D•Nan.mswesxwarew.awaled A 1.«,n;..-Wa. wawnInBe.1w. lro br 81.N.. 11 aneam%..abx,.«a.«a®N.«a., December 1.2015 • . T11NRCA'n.CSL rope.a M'C,ctn Be fan.mxm... nm'rva .jN.«nb,INes. • • • • MITek USA,Inc XomWIIus Softare 76111 L)-E ID pYGaao«.n oe N.x.lrcMa. '.b••qn yIues.ESR 1311,ESR 1.(MR.L) • • This design prepared from computer input by Pacific Lumber and Truss-BC LUMBER SPECIFICATIONS TR05S SPAN 6'- 0.0" IBC 2012 MA% MEMBER FORCES 4WR/GDF/Cq-1.00 TO 2x4 IF X15BTR LOAD DURATION INCREASE - 1.15 1-2-( 0) BO 2-5-(0) 0 BC: 2x4 IF 0163TR SPACED 24.0" O.C. 2-3=(-230) 148 3-4=( -51) 0 TO LATERAL SUPPORT I- 12"Oc. DOE. LOADING BY LATERAL SUPPORT I- 12"OC. DON. LL( 25.0LDL( ].0) ON TOP CHORD - 32.0 PSP DL ON BOTTOM CHORD = 10.0 PSF BEARING MAX VERT MAK HORS BAG REQUIRED ERG AREA OVERHANGS: 12,0" 7.6" TOTAL LOAD = 42.0 PSF LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES) 01- 0.0" -34/ 399V -96/ 254. 5,50" 0.64 IF ( 625) LL - 25 PSF Ground Snow (Pg) 5'- 9.2" 0/ 133V 0/ ON 5.50" 0.21 IF ( 625) -193/ 22BV O/ OH 1.50" 0.29 IF ( 625) BOTTOM CHORD CHECKED FOR A 20 PSI LIMITED STORAGE LIVE LOAD AT LOCATIONIS) SPECIFIED BY IBC 2012. THE BOTTOM CHORD DEAD LOAD IS A MINIMUM OF 10 PSF, POND. 2: Design checked for net(-5 psf) uplift at 24 spaging. a VERTICAL DEFLECTION LIMITS: LL-L/240, TL-1/180 MAX LL DEFL - -0.002" @ -1'- 0.0" Allowed 0.100" MAK TO CREEP DEFL - -0.003" @ -1'- 0.0" Allowed - 0.133" MAK LL DEFL = -0.00d" @ 6- 7.6" Allowed - 0.064" 3 MAX It CREEP DEFL - -0,001" @ 6'- 7.6" Allowed 0.085" MAX TO PANEL LL DEFL - 0.203" @ 3'- 4,8" Allowed - 0.527" MAX TC PANEL TL DEFL - -0.207" @ 3'- 5.1" Allowed - 0.790" MAX HORIZ. LL DEFL -0.003" @ 5'- 11,2" 12 MAK HORIZ. TL DEFL = -0.003" @ 5'- 11.2" 12.00 Design conforms to m indfose-resisting system and components r and cladding criteria. Wind: 140 mph, h-21.8ft, TCDL-4.2,BCDL-6.0, ASCE 7-10, (All Heights), Enclosed, Cat.2, Exp.3, MWFRS(Dir), load duration factor-1.6, End vertical(s) exposed to wind, Truss designed for wind loads in the plane of the truss only. o 5 1 M-3x9 L 1-00 PROVIDE FULL BEARING;Jt6.00 3 D-D0-07-10 �' NGINO 9 sio29� 9782PE JOB NAME : 17988 JT SMITH PL 2945 - J5 Scale: 0.4379 T WARNINGS: GENERAL MOLES, t, / ,.6tiW.,.nE.n[mn mn4•tle,Ns,tl b..bnrYW.r G.mnINW.. I Thi•e••Ip.b NVO oNy LWn Ne pmn mNl,.m.I,G 1.ml•n lMessal 9 REGON Truss: JS .b w.w.p.b.a.....m..,.....• b..i.e..w.m.rogiwbpkv me•Nv�.wl.bre•m prep•( 7j 1 Q za...Pr..w.ww b•.wm.IwlmmlNa ww..rowll.. IIr.rPoreeona.owwml.n•..Pon.Nlp an.wpare..yar. � �q RY N.albmamsy m•o,®miisv roUIR dada mneevrvm Z.p.. vsd.'1m •mp°M EOPtm'T°'J'm be mw•uvrman 'ro N•re•p .N"al Oe•,ca,..."'Po-^ mOntlry el seem. .1GOC....ti,•b'xlbY .mEgCp...,dYbE.. n f1 DATE: 12/1/2015 sn•-.1.umrrei•6w r•.m�wr Draw b,pol a '.we.wm..re..xooeN wlq(Tc)vnear aryxalNecl. pl1 UL "\ M . MM'•r. ].41m[e dpPM w ma b•dq l•W me Men Nun r♦ SEQ.: it1565093 ewer.-oemPpw.aa•mm"'w".a a,a..m-m'a.ne a Dmaa ,xw..u.•m.e.l bi•l<�Imw.l„.'.(reamed aseamnwbo.wa•m.f m em..noJa.nr n.a en.Nr u.n G..iT.ar..i..w.•..re TRANS ID: LINK bma.1-..pglWN Dena- . B,e Er an waive.m... 6.com.rlr..•.waN over•ne..ww...r•w"•lalm ror n. a Gwp..•w.w npl.•nra n•u.ppab¢hvun.sron or»e.0 .away EXPIRES: 12/31/2016 December 1,20156 MT.-Fl ..M.- re,.r • r r%MTLA In BLSI.mq•c W M'Yi.A b f.mb Mao. .. Inn wroN.N ahlr anbrinee. r • • • NiTek USA,Ino Te mWTms SORxere]B 7(t LyEtO. to,Ga<.anrecb«bb tlb LMt r p eepn wbww ESR-,e,,.ESR',889(..T.M it • This design prepared from computer input by Pacific Lumber and Truss-BC LUMBER SPECIFICATIONS TRUSS SPAN 5'- 0.0" IBC 2012 HAS MEMBER FORCES 4WR/GDF/Cq=1.00 TC: 2x4 OF #I1BTR LOAD DURATION INCREASE = 1.15 1-2-( 0) 76 2-5=(0) O 2-3-(-406) 140 BY: 2x4 OF M16BTR SPACED 24.0" O.C. 2-3-(-166) 346 WEBS: 2x4 DF STAND 3-4-( -54} 48 LOADING TC LATERAL SUPPORT <- 12"OC. PON. LL( 25.0).DLI 1.01 ON TOP CHORD - 32.0 PST BC LATERAL SUPPORT <= 12 IT UON. UL ON BOTTOM CHORD - 10.0 PST BEARING MAK VERT MAX HORZ BAG REQUIRED BRG AREA TOTAL LOAD = 42.0 PST LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES) LETINS: 2-00-00 2-00-00 0'- O.O" -60/ 425V -15/ 86H 5.50" 0.68 DF ( 625) LL = 25 PSF Ground Snow (Pg) 3'- 11.1" -65/ 113V 0/ OH 1.50" 0.18 DF ( 625) OVERHANGS: 18.0-1 0.0" 5'- 0.0" 0/ 4 B 0/ ON 5.50" 0.08 DF ( 625) LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL REQUIREMENTS OF INC 2012 AND IRC 2012 NOT BEING MET. BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP OND, 2: Design checked for net(-5 psf) uplift at 24 " AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. spacing. VERTICAL DEFLECTION LIMITS: LL-L/240, TL=L/160 MAE LL DEFL - 0.013" @ -1'- 6.0" Allowed = 0.150" MAX TL CREEP DFFL - -0.015" @ -1'- 6.0" Allowed 0.200" 3-11-13 MAX LL PEEL = 0.029" @ 1'- 8.4" Allowed 0,170" MAX TL CREEP DEFT -0.030" @ 1'- 6,4" Allowed - 0.227' MAX LL DEFL 0.000" @ O'- 0.0" Allowed = 0.028" MAX TL CREEP DEFL 0.000" @ 0'- 0.0" Allowed = 0.031" 12 6.00 MAX HORIZ. LL DEFL -0.014" @ 31- MAX HORIZ. TL DEFL -0.014" @ 3'- 11.1" Design conforms t0 ma r mrndfoe-resisting system and componentsand cladding criteria. Wind: 140 mph, h-15ft, TCOL=4.2,BCDL=6.0, ASCE 7-30, (All Heights), Enclosed, CRL2, Hxp.e, MWFRS(Dir), load diraaion factor-1.6, M-3x4 Truss designed for wind loads 3 an the plane of the truss only. O 2 M-3x6 ' 1-06 $-00 PROVIDE FULL BEARING;S[s:2,9,5 �ED P R OFFss �NGINEF6, /029 8 782PE JOB NAME : 17988 JT SMITH PL 2945 - KJ1 Scale: 0.6023 WIFMIMW: GENERAL WIN, ine.AN UMN,reW: 9OREGON ^� 1.9 .rvrd wlad.nmn Om eMmMeUW ry M Whand MIN Gnl Nubs I.T2 avWn o...I,soon III Ri .are Yuan inion, a n kr .1wauvl O Truss: KJl .a WYnnp ab.m.wWnmm.n<.e war,mmm.a."NoW.,a ee.w'ow.m..wiser �fd�d�/ 4.b.mlmrv.l.n ww m.w mi.l a'm.bll.a M.b.l wm.. kl'mnm.Wnammw.al.e.rew.n•ml0 m n.,lam a.wl.r '9 •lrT l ].nM 1 ofirsi bear,m.m�re-.M dune mnY .. 2.I.. ..11a M"W�nen", tl.E al.s..)avid.l I .regmbaBlY all)..(ldcon., e_nem antlry.1 Zecva. .c nepu:N,finami swoviNgs) W WI11 NO V DATE: 12/1/2015 E.wof.mrelreb ue. ae.Eiu'.,"MMM,. an raadairnor..IN, anam�r.wwre�dm.. -m`•B(Bc). PA UL a\ � I SEQ. : K1565094 . x.bw Yr.uM a.sgbam.m mnprwa on,.. NWINW .a . anuvB.,.rm..a m.Won No.INE.,.rem.a.maeman vn vMYY VM el ro dm.Wild enY bed 4nNrtl.n S.Ovegi.uvi.e Bu...v.mN.Nine mnwmm amlrmmer2 dnsi bv.N.WN..My rami .M Y.se mgitlon'Muv. TRANS ID: LINK s e.mm*n.I..w mnmY..r.a...r..m,..solaaMv lir a. .Domin -Kiliowma Yml.pos. lwwn.anamonx4.B EXPIRES: 12/31/2016 . .an.n..n,..niw.a oo�n.H.-Immmn.m. ,.D„;,,;.m....dwinin- ma.a. December 1,2015 6.1m,own,.n.niYwab Neb m m.Iamw..l a a.6r B.M.ms Wu al..aa.n B.m a-Of mr..end IN.m 4.1.1.1 • v TRIMTCA in Be 6l,mpw.I Mawr all a amW.auwn rpu0. carcNewT'.-an no. • ' Mffek USA,Inc lCompprus Sothame 767SP21L B.Dipabmaw ap. b . r ( E 1n Insfacmrmomm YbbJJnnM...ESR-eHI ESR-1.(MReF) • • This design prepared from computer input by PACIFIC LUMBER: Larry M LUMBER SPECIFICATIONS TRUSS SPAN 5'- 0.0" IBC 2012 MAX MEMBER FORCES 4WR/GDF/Cq-1.00 TO: 2x4 OF k16BTR LOAD DURATION INCREASE = 1,15 1-2=( 0) 76 2-5=(0) 0 2-3=(-412) 122 HE: 2.4 DF d16BTR SPACED 24.0" O.C. 2-3=1-1641 343 WEBS: 2x4 DF STAND 3-4-1 -]OI 63 LOADING TO LATERAL SUPPORT 1= 12"P.. UON. LL( 25.0).DL( 7.0) ON TOP CHORD - 32.0 PSP BC LATERAL SUPPORT <= 12'DC. UON. DL ON BOSTON CHORD - 10.0 PSF BEARING MA% VERT MAX HORN BEG REQUIRED BRE AREA TOTAL LOAD 42.0 PSF LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES) LETINS: 2-00-00 2-00-00 0'- 0.0" -62/ 444V -18/ 100H 5.50" 0.71 DF 1 625) LL = 25 PIP Ground Snow (P,) 9'- 9.2" 0/ 48V 0/ 0H 5.50" 0.08 DF 1 625) OVERHANGS: 18.0" U.S. 5'- 0.0" -68/ -46V 0/ OH 1.50" 0.23 OF 1 625) LIMITED STORAGE DOES NOT APPLY DDE TO THE SPATIAL REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. BOTTOM CHORD CHECKED FOR IOPSF LIVE LOAD. TOPCOND. 2: Designchecked for net(-5 psf) uplift at 24 spacing. AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. VERTICAL DEFLECTION LIMITS: LL-L/240, TL-L/180 MAX LL DEFL - 0.013" @ -1'- 6.0" Allowed = 0.150" MAX TL CREEP DEFL = -0.015" @ -1'- 6.0" Allowed 0.200" MAX LL DEFL 0.069" @ 1'- B.4" Allowed - 0.204" 5-00 MAX TL CREEP DEFL -0.068" @ 1'- B.4" Allowed 0.272" MAX HERR. LL DEFL = -0.033" @ 4'- 11,2" 12 MAX PORIN. TL DEFL -0.031" @ 4'- 11.2" 6.00 4 Design on forms tox xndfox - xsting system and components and cladding criteria. Wind: 140 mph, h=15ft, TCDL=4.2,BCOL=6,0, ASCE 7-10, (All Heights), Enclosed, Cat.2, Exp.S, MWFRS(Dir), load duration factor=1.6, Truss designed for wind loads 1n the plane of the truss only. M-3x4 co no o I z I I 5 YYY--- M-3x6 1-06 5-00 PROVIDE MCI BEARINGNts:2,5,4 ED PROFe.0 �NGINEF9 /02 897 2P v� JOB NAME : 17988 JT SMITH PL 2945 - KJ2 Scale: 0.5726 , MRI pEXh..t Nw.W, w,H,I �..�- y2 OREGON 1.I. -nmMvtla•MUMb Mvme4 of IN Gne,e XeYe news.an tM IYIIII, p b ebnn eM IrlWul Tzu$$: KJ2 •m awn-we enwwm mmmez.. u'nv m�mm. nyglmmm aa.Nv..w .m prroer Z 1.34 mmp w.awro m.In IraYlbtl Men Yu.n. .&� ( Ie Waand -mreqRY ].Ab] ..I..a,.. •e me'a,'mnmucaon N..&I.-wmv and mmm aw asm ee brvr NMragnneXl WMa a,xbr lM'Ro.I,nemenoroor mo ...,a N pne rymer DATE: 12/1/2015 .a�mn.i.me�.00�eaNY arra.X4a'ro awn•• 'm"Y0 •heetivn W.mI,vryn"av°°.wJ.�v(rc)enam wy..11(Bcl. 4 a almpea alevlro v ro'ewN.n.m..•Xa.n.. pA UL �\ SEQ. : K1565095 4.Nabad•In.dNI opae4ban,mironnentUnh e)n,eu Xmero•'a I We ngamXlfrmb.,..p.:...mne•.b,. ....n III eM e) N+J°In,a..RIII n S.My eeeum.a°uaenenb MnW lne mmm�oaun amlmmma,R TRANS ID: LINK ne.onln.a Se.maasI m.n,mmmn.m. e_I.We roan,mn°I°°"M..e. v..-,I-W.so enm Yaw na e.a as,.vn„Xellm m,N. .v'...nm..rwl fie.nro tle4 uppoX.tlxwn.sn'm.,..eaeu EXPIRES: 12/31/2016 a®ry XX, nn.`e.l •MIsIe.,a;m.r.mnnrm m ,,lm, ;. m 4 December 1,2015 fi.UHM Mtipn I GmbH wLjM b T•I..an Cy S.11.11 b kob4 In 4on olWw.ena 1wHa'.onb, • e ipIMTLAIn SCS)mpi.W.?idwIh Is&mmnWMHxdmP'^^r Iima eiI 1111.InY•lu.es. 9.Oqb ndmb.u.al{i.m'n incbe. , • • • • MiTek USA,InclCompuTrus SpTvere 7 8.]-SP2(1 L)-E 1.FRIII ant.pXmboagm n-ESH-1111 ESaneae(..T.g • • Thisdesign prepared from computer input by Pacific Lumber and Truss-BC LUMBER SPECIFICATIONS TRUSSSPAN 2'- 0.0" IBC 2012 MAX MEMBER FORCES 4WR/GDF/Cq=1.00 TC: 2x4 IF g16BTR LOAD DURATION INCREASE = 1.15 1-2=( -E) 60 2-4-(0) 0 BC: 2x4 IF N16BTR SPACED 24.0" O.C. 2-3-(-9]) 30 WEBS: 2x6 IF IS LOADING TC LATERAL SUPPORT <= 12"OC. UON. LL( 25.0LDL( 7.0) ON TOP CHORD - 32.0 PSF BEARING MAX VERT MA% HORS BEG REQUIRED BRG AREA BC LATERAL SUPPORT I- 12"OC. CON. DL ON BOTTOM CHORD - 10.0 PSF LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES) TOTAL LOAD - 42.0 ICF O- 0.0" -43/ 276V -17/ 57H 5.50" 0.44 DF ( 625) OVERHANGS: 9,0" 0.0" 01- 10.8" -72/ 19V 0/ ON 1.50" 0.03 IF ( 625) LL = 25 PSF Ground Snow IPg) 2'- 0.0" -16/ 19V 0/ 0H 5.50" 0.03 DF ( 625) LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL 0-11-09 REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET, OND. 2: Design checked for net(-5 psf) uplift at 29 '• spacing, BOTTOM CHORD CHECKED FOR 10P5F LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. VERTICAL DHFLHCTION LIMITS: LL-9/240, 80 12 MAN 91 DEAL 0.001" @ o'- -9.0" Allowed = 0.075" 12.00 MAX TL CREEP DEAL = -0.001" @ 0'- -9.0" Allowed 0.100" MA% TC PANEL LL DEF, - 0.001" @ 0'- 7.9" Allowed 0.056" MAX TO PANEL TL DEFL 0.001" @ 0'- 7.9" Allowed = 0. 4" MAX BC PANEL LL DEFL - -0.001" @ 1'- 0.1" Allowedd 0.05054" PAX BC PANEL TL DEFL -0.001" @ 1'- 0.1" Allowetl 0.072" MAN HORIL. LL DEFL = -0.000" @ 0'- 10.8-- MAN 0.8"MAX HORIz. TL DEFL = -0.000" @ 01- 10.0" 3 Design conforms to main intlforce-resisting system and componentsand cladding criteria. Wind: 140 mph, h-15ft, TCDL-4.2,BCDL=6.0, ASCE 7-30, (All Heights), Enclosed, Cat.2, Exp.B, MWFRS(Dii), load duration factor=1.6, ci Truss designed for wind loads rn the plane of the truss only. cc ot To 2 -3x6 � y � 0-09 2-00 ROVIDE FULL BEARIN6:Jt-2,3,4 ED P R OFFss ��g �NGINEF9 9 E97E2PE r- JOB NAME : 17988 JT SMITH PL 2945 - KSJ1 Stale, 0,0161 MRNIN68: YENERAL tpTEB, inlex aNervAx ndM. V 1.., .rem....m,m.m.n.,mw.eawa<(..de-1N.., r In.dower•e..ea.myawn mem'.'•.••'+wINa aIn.m,..Nwwml 9 OREGON w- Truss: KSJlI.Wvr,W,wGbmmnpmm�m�miYm... sIN1.mna,mwI4ppwp1e..pmawnfaw.naP^Pe• � rL� T P i.amnan..m wee enure mw Glwalbe.r.n.ne�w.. Imrmu.mnamnw+ma n.•••w'wal.at n.Glare 4•wre,. 0wipwARY ,()• l'`C ].IJtlNarelmmwnry e'..re mlmure 4alb/aume mnvuc4an 2vww•Wme.naeoOw ...NNl.m,alrenaav �1V 'NNIRNI..WT.IMvcbr.AWNawllnmm mm enered ..... .a.c.,eWCWely unbv er.,UTO)pinN d,arpnby /� V DATE: 12/1/2015 .e�mnl.n.n.mn.bem wne euare e..w... a..wan~nao.Mre�eePM1 I-I tin°(rc).naa,a,yw.n(Rcl PAUL re a,aamewpre,e.1 Wnw aP.n.. V SE Q. : KI565097 ..Neue-.- wpbabany mmwn.mIRI.n.,....ana,m e.lwe.e.n nreww.n.,.wnn:exm=(u.,.w.:e.•mne.emr. mwwn.v wnPw.namm1m..Gua.ry bW.en.Y,eYn s.owan..wm..ww...,.mG w.4 m.m„m�nw.en.ronmem Mepn bWae•mpm.,a mrrpuwm. n br'ary mM'Nm'W ur. TRANS ID: LINK s.eemwrnnG.�n mmelew,.na.mi..ae ro,.ewwaxa a•en s.pwe pieunm lJl G.ny Nml Y,won enonn.snlm n...aw 11 ww®o. EXPIRES: 12/31/2016 . w n.n.nnaa.pwm.awmu me,mm- Dwpeunm.NedmNHNawl.pmaM December 1,2015 B.TRfeepnbN"L -O0 lbn.xm'R.WmeelmM ey B.FI.M WII bIwYE mLaN M1m•a1Wv.and[LwEV XeY wnnr • • IPIM•fCAIn 9C 51,wpe.m xtiM WIG(umMeE awn ngwv. wvnGJ.xPA pmwM,NYe. a.Ppa ieawa.a.ap.a ml�iYc • , • ' • • MITek QBA,Inc.IComq,Tms SOMrere 7 87SP3(11-}E to.Fo,Gw mnxm,qeY begn wbn ve ESRn3tL ESxnaL91•arteq • • This design prepared from computer input by PACIFIC LUMBER: Larry M LUMBER SPECIFICATIONSTRU SS SPAN _ - O.0" SBC 201`- MAX MEMBER FORCES 4WR/GDF/Cq=1.0U TC: 2x9 DF M1dBTR LLAC JURAT ION INCREASE - 1.15 1-2=1 -BI 60 2-9=101 0 BC: 2x9 OF MTIBIA SPACED 24.0" 0,C, 2-3=1-681 60 WEBS: 2x6 OF 55 LOADING TC LATERAL SUPPORT - 12"00. UON. LL( 25,0)+01( 7.0) ON TOP CHORD - 32.0 P5F BEARING MAX VERT MAX LORD BRG REQUIRED BRG AREA BC LATERAL SUPPORT - 12"OC. VON. DL ON BOTTOM IN0 RD - 10.0 PSD LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES) TOTAL LOAD 42.0 PSF 0- 0,0" -20/ 245V -30/ 84N 5,50" 0.39 OF ( 625) OVERHANGS: 9.0" 0.0" 1'- 9,2" -17/ 18V D/ ON 5,50" 0.03 IF ( 625) LL = 25 BID Ground Snow (Pq) 1'- 11.6" -45/ SOV O/ 0H 1.50" 0.08 IF ( 625) LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. OND. 2: Jestgn Choural for net(-5 pit) uplift at 24 spacing. BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. 'VERTICAL DEFLECTION L=NITS: LL-L/240, TL-L/LBO MAX LL DEFL - .n.0." R 0'- -9.0" Allayed 0.0-5" MAK TL CREEP DEFT. - -O.00':" @ Q'- -q_O" Allowed - 0.100" 1-11-'J9 MA% TC PANEL L:. DEFL 3.0O3" @ 1'- 3.6" All...d - 0.124" -{ MAX TC PANEL TL DHFL -0.003" @ 1'- ... All...d - O.Id6" 12 MAX HORIZ. LL DEFT = -0.000" 1 1-- 10.B" MAX PORIZ. TL DEFL -0,000" @ 1'- 10.8" 12.00 Design conforms to ma irufce-resisting 1 system and componentsror and cladding criteria. Wind: 140 mph, h=15fq TCDL=4.2,BCDL=6.0, ASCR 7-10, (Al. Heights), Enclosed, Cat.2, Exp.B, MWFRSIDII), load duration factor--l.f, Truss designed f ind Loads in the plana of tCewtass only. as Is Is 3 9 M-3xE 0-09 2-00 PROVIDE FULL BEARING;Jts:2,9,3 ��Prcp P R OFFss GINE F9 9782PE 9� JOB NAME : 17988 JT SMITH PL 2945 - KSJ2 Scale: 0.6243 W""NOf: OENEMLNOTES, uXe•s°tlNrM_roW. C- 1 .......-m - 1 .......-m mm.es•roum e•.a.._a 1.1 un.nl ww. I.TNe.'mN da.my upon m.wnm•wn wwn I.1.rw..-ad- 9 OREGON Tzuss: KSJ2 2e.an ww..roo.wn...n<... M,mN¢mpo.wn.rAp�omm aa.man e.nm.wn.m pap.. �j �� 2� PQ' 1 2x41. W Mpm p.-Ind Nn N ow'. of-'nwao.w.'.E" Nu.dww� qRY s Np ..n 9wai n^V+.ry MtlNblivu.4YMM1 an.q mnW[Kn 2 O. .INNInn VII W and WPm NA N w1 wm l . ".I •.dr,cle..rxb,.AM'.mnlgmnaMOMa zoo.M s nyw0 o c veownwr W.n Ndu.tlwWnn N..ImmH er �I : m.m..n.n n.por..nw am.wNra r.P.. a`N`md °W'°•'d'npryvaa.dmm, NN.�°.mzwNBct PAUL DATE12/1/2015 wn. `.� ^Pa In.YY w Yw_I B'.�N SEQ. : K1565048 . rwnn mwne..ppw .n m..nw.nen�....ww nr n.n a.•r w. s o.w'..w,m..rw..wna ween.na,o>n.....�w.n..,n TRANS ID: LINKs •enw mWmraw. 5 dwrnrtnn n.,nwra°_•_•-'^n•ro,••p«.�6MY n.me '."°.I.'°°""°b"'M,.°°.'"e°." EXPIRES: 12/31/2016 n.Ir.Yp,My._n.N MYMn Mm^%^.N ] Onq�.u,nw M.Pi.N J.+cP nPouYM. H December 1,2015 ofn.m.wdm.nn CM,vrtunBcsi.mp..a M .p°°nM.a. _..w.oe.nm yN a,.,n,_. • • MITA USA,Im0ComWTrvc SoRx.I•i 9.7-SP2(1 L)-E lu PpwN.N_ aµyw niM.a le.On •c5Rn3n.ESRIMIMii.vl _.x.s. e I This design prepared from Computer input by PACIFIC LUMBER: Larry M LUMBER SPECIFICATIONS TRUSS SPAN 5- 0.0" CON D. 2: Design checked for net(-5 psf) uplift at 24 spacing. TC: 2x4 DF Y16 BTR LOAD DURATION INCREASE = 1.15 BC: 2x4 DF %16BTR SPACED 24.0" O.C. Design Conforms to mL indf o[Ge-resisting system and componentsand cladding criteria. TC LATERAL SUPPORT I- 12"OC. PON. LOADING BC LATERAL SUPPORT 1= 12"0C. PON. UL( 25.0)tDL( ].0) ON TOP CHORD - 32.0 PST Wind: 140 mph, h=19.7ft, TCDL=9.2,BCDL-6.0, ASCE 7-10, DL ON BOTTOM CHORD - 10.0 P5F IAll Heights), Enclosed, Cat.2, Exp.B, MWFRS(Dir), TOTAL LOAD = 42.0 PEP load duration factor-1.6, Truss designed for Kind loads LL = 25 PSF Ground Snow (Pg) in the plane of the truss only. LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. able end truss o continuous bearing wall PON. -1x2 o equal typial t stud verticals. BOTTOM CHORD CHECKED FOR 1OPSF LIVE LOAD. TOP efel to CompuTrus gable end detail fol AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY, ..,Late specifications. 2-06 2-06 12 12 12..0 1IM-4x4 12.00 3 I I I 2 of IT o Ac M-3x4 M-3x4 1-00 s-oo 1-a0 ED PROFe. ANG I N EF9 ip�9 9782PE JOB NAME : 17988 JT SMITH PL 2945 - L1 Scale: 0.5668 MRNIRG9: OENEMLMOMS, uNem ollervm mbA'. V ^4J �.e.Mn.m.,.a..ma.m,aepe m.a.w m.0 General wMa (.m.a.wn.meed e.h.wnne Rn.m..m aww,.m.m,..lm.ewi 9 OREGON Truss: Ll .m vemn3.e.aw mwwaon mn.ero.. wrap mmPol.m.Apglaeure ae.wnF.wm..l..m w<n, �/� rL0 Q 2h4o.n1--baae.OmMmlre.me wn.le w.... I,agy.Nn el¢mgie.l.n.,.w°^wnlh ae.waare 3.Apwelay"yo a,to-4b"Botry¢nwumm 2 plCeaNlosmmw BemP.mmmmaue.mmYlewura.ueel qRy A5 .n»,eew+clnv of to.,.ee,.baby—leem.,.m a.erem We •w•��n.�,ew..o-,•Ir.,w e.m nmuammu..l.rvm er c] DATE: 12/1/2015 to owme a.a...n.m NI wn•a.MI ma a,.,,,b,two, ppw.e wa.,M(rc).mme,rweRBc). pQ UL [•\ .'soboy ry a".r 3.all,p.aenep,M w..nl a.c.n..a,'..a SEQ. : K1565099 d .. amenewmn.bbeMXrvmpawukenybe ,yoo,man S.COMM, any.He wee ln.mrvwmtive emvenimm, TRANS ID: LINK awnm.a.m.epNem.mmnpment .mnem,m,bbm.armnw. 5.CcmWrrue mam mntralaw,ene eevmero,eemwtiNy m,tln 6. ®pieaummM1URabmp.l.peu 1owN xn.Seme,wom t11 EXPIRES: 12/31/2016 .a mn,.yta.,,n,wa.ml tgo1om.,mm,m.ms DnR ew, w. y..b E 1. w December 1,2015 fi.iM byaw,I M1mieme wbee m to fmlmUam sl mM by 8.F.a.N.11 mlm.d on at,mwa uiWa.awd p.W as may come, • • TPRMCAo BCBl,mppe alwtiN MIIM Nmyyeupn nyuK me.wth,mao.,l'eno. e.ay.uew.w dN. nliwv • ' , � MITBk 115A,1,1[/COIIIBIITfYe$OflWBfe).6.)-$Pl(1 L)-E 10.Fmw m,w m . tlor pebbewn wlwaaeESR-131L ESR 18PB(MReh) • • • This dealer prepared from computer input by Pacific Lumber and Truss-Fu LUMBER SPECIFICATIONS TRUSS SPAN 51- 0.0" =BC 2012 MAX MEMBER FORCES 4WR/GDF/Cq=1.00 TC: 2x4 DF M16BTR LOAD DURATION INCREASE - 1.15 1-2=( 0) 80 2-6=(-38) 117 6-3=10) 96 BC: 2x4 DF g16BTR SPACED 24.0" O.C. 2-3-1-1611 92 6-4=(-38) 117 WEBS: 2x4 OF STAND 3-4-1-1611 42 LOADING 4-5-( 0) 80 TO LATERAL SUPPORT <= 12"OC. UOS. LL( 25.0).DLI /.01 ON TOP CHORD = 32.0 PSE BC LATERAL SUPPORT <= 12"OC. DOM. DL ON BOTTOM CHORD = 10.0 PSE TOTAL LOAD = 42.0 PSF BEARING MAX VERT MAX HORS BRG REQUIRED BRG AREA OVERHANGS: 12.0" 12.0" LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES) LL = 25 PSF Gmond Snow (Pg) 0'- 0.0" -70/ 324V -81/ 81H 5.50" 0.52 DF ( 625) 1- 0.0" -70/ 324V 0/ OH 5.50" 0.52 IF ( 625) LIMITED STORAGE DOES NOT APPLY DDE TO THE SPATIAL REQUIREMENTS OF IBC 2012 AND INC 2012 NOT BEING MET. BOTTOM CHORD CHECKED FOR I0PSF LIVE LOAD. TOP COND. 2: Design checked for net(-5 psf) uplift at 24 " spacing. AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. VERTICAL DEFLECTION LIMITS: LL-L/240, TL L/180 MAX LL DEFL = -0.002" @ -1'- 0.0 Allowed = 0.100" MAX TL CREEP DEFL -0.003" @ -1'- 0.0" Allowed 0.133" MAN LL DEFL -0.002" @ 6'- 0.0" Allowed - 0.100- 2-06 2-06 MAN TL CREEP DEFL = -0.003" @ 6'- 0.0" Allowed = 0.133" MAX TC PANEL LL DEFL = 0.006" @ 1'- 3.1" Allowed 0.195" 12 12 MAX TO PANEL TL DEFL 0.007" @ 3'- 8.9" Allowed - 0.292" 12.00 F7 M-4x6 sq12.00 MAX HORIZLL DEFL = 0.001" @ 1'- 6.5" 3 QED^ PAY HORIZ, TL DEFL 0.001" @ 9'- 6.5" A Design conforms to no in rndforce-resisting system and components and cladding criteria. Wind: 140 mph, h=19.7£0, TCDL-9.2,BCDL-6,0, ASCE 7-50, (All Heights), Enclosed, Cat.2, Exp.B, MWFRS(Dir), 3 load duration factorl.6,e End vertical(s) a exposed to wind, Truss designed forwind loads in the plane of the truss only. of 1F1 o 6 M-3x4 M-1.5x3 M-3x4 L L L 2-06 2-06 k 1-00 5-00 1-00 ED PROFESS GINE F9 /o'G C 9782PE v� JOB NAME : 17988 JT SMITH PL 2945 - L2 Sca 1e: 0.5696 MRNIxGB: GENERAL ROTES, aIle-P.- Truss: L2 1.a,lRbreaMPbb^.R�p .n«.ub. .,..a<I.yG.nertlxw. t�q W .-wpim�Irywa �P.....ro�•prm.p.•rt��l ��Jj 9�j� OREGON o� zMan'M-®m ww dwre mus belmuaa xlan.M.n.. Inm-a.mndmnaa.m nS.-•WraGlM atlw WJlre aeegrw'. "'Q ✓/• (� �� 3.AMIe.I.,-ry deore mlm-e.1,aumv mn-ix9on ZIIt.uIt 1 V M•mp.nabRm tlwNmamYnnyMme n • �/7r 15 -\� a Ra'.1bes,.1M erecbr.P6Gb-1 -mMb-og al y 2'o ceatl Idys Iamb-mewtatply wb-dceumPN IxW,mywS(Nby V DATE: 12/1/2015 ..e.-Ru•abiRh a ue bunare aeeymr. x..lemmas.t,rNwaamlb¢iy'R.wwe-c._.aryxnn(SC). PA IL SEQ. : K1565050 A.xem.e-a.w b..pgmam.m m+wmm..l.raralb�ree. �mlxamam...n.-•po-�almorm.r.w.aw mmw.w. ^V nmm-.n mmpbs a m•r no ti..erow•m we•v-.w u.n s Idms...®"^+.e III m m m•aln v mrr<mo:...-odm•m TRANS ID: LINK e-Vn ImEeW.PwIM m•"r mmmmnt. •od -mase-m.Non'.a. ,.famq,Trv...m asmal. I.P.-sys m-•wmiellew. e.B••ren.-um..meb..Nre.1.11.rppa®.nmw,.snlm.r..ay.11 EXPIRES: 12/31/2016 . . .myyre..N~.Wh .y.ba,elm'mmm;. ].amort December 1x2015 S.".a-pnl.L...ampnmuelastum.o.m.by a M..n....nbomn-.Mev- u.4,..I.. -m., • • ]GIANCA n SCSI,urges ol~NII M LmN amn-p.! Ine.mlrg .pYN-tery- 9.DipiM1 hk'rabvu•W plea mlm'Ms. ' ' . • MITek USA,IndCompuTlus SaRxere]6.](1 L}E IO.Sobt.cmrmstapYw Eeynwlu--e ESE-1]11 ESE-Dy S(xneq r • , This design prepared from computer input by Pacific Lumber and Truss-BC LUMBER SPECIFICATIONS TRUSS SPAN 7'- 11.6" IBC 2012 MA% MEMBER FORCES 4WR/GDF/Cq-1.00 TC 2x4 IF R16BTR LOAD DURATION INCREASE = 1.15 1-2-( 0) BO 2-5-(0) 0 BC: 2.4 IF M16BTR SPACED 24.0" O.C. 2-3=1-3271 287 3-4=1-1001 41 Tc LATERAL SUPPORT 1= 12"OC. PON. LOADING BC LATERAL SUPPORT <= 12"W. TON. LL( 25.0IaDL( 7.0) ON TOP CHORD - 32.0 PSF DL ON BOTTOM CHORD 10.0 PST BEARING MAX VERT MAX HONG BRG REQUIRED IRS AREA OVERHANGS: 12.0" 0.0" TOTAL LOAD 42.0 PGF LOCATIONS REACTIONS REACTIONS SIZE SO.IN. (SPECIES) 0'- 0.0" -24/ 378V -119/ 286H 5.50" 0.60 DF 1 625) LL = 25 PSF Ground Snow (Pg) 5'- 9,2" 0/ 129V 0/ OH 5.50" 0.20 DF 625) 5'- 11.2" -278/ 389V 0/ OH 1.50" 0.50 DF 625) BOTTOM CHORD CHECKED FOR A 20 PIP LIMITED STORAGE 7'- 11.6" -17/ 7V 0/ ON 1.50" 0.01 OF 625) LIVE LOAD AT LOCATION(S) SPECIFIED BY IBC 2012. THE BOTTOM CHORD DEAD LOAD IS A MINIMUM OF 10 FSF. OND. 2: Design checked for net(-5 psf) uplift at 24 spacing. VERTICAL DEFLECTION LIMITS: LL=L/240, TL=L/180 MAX LL DEFL - -0.002" @ -1'- 0.0" Allowed - 0.100" MA% TL CREEP DEFL - -0.003" @ -1'- 0.0" Allowed = 0.133" MAX TO PANEL LL DEFL 0.137" @ 2'- 11.7' Allowed - 0,527' MA% TC PANEL TL DEFL -0,109" @ 3'- 2.5" Allowed - 0.790" MAx HORIZ. LL DEFL -0.005"" @ 5'- 11.2" MA% HDRIZ. It DEFL -0.005@ 7'- 10.9" z Design conforms to m indfa¢e-resisting system and componentsr and cladding criteria. Wind: 140 mph, h=22.4ft, TCDL=4.2,BCDL=6.0, ASCE 7-10, (All Heights), Enclosed, Cat.2, Exp.B, MWFRS(Oir), load duration factor=1.6, End vertical(s) a exposed to wind, Truss designed for wind loads in the plane of the truss only. 7 � 1-00 y 6-00 L 1-11-10 ['_��PED PRO FFss PROVIDE FULL BEARING{Sts:2,5,3,4 ray �NGINEF9 �� V 2 8978 PE v� JOB NAME : 17988 JT SMITH PL 2945 - J6 Scale: 0.3826 MMNW: GENERAL NOTES, r..olMmlu wbe. V I.P......ewrb..'.l,..Me...,....a.11G--IN.M. I1.mr..l.eme„M 9 OREGON Truss: J6 wwmro.e.mnm..wm..m.w..m.. w4arM mmw..M.eaglwNo-N.la.Nv.P.nimnn..e M.P.r Z z.o..l�.wmm..c.m> a .'m°Sxab m�1a�11,�d .9,9 �gFly 15 J.sm'i4wnl bmM-I l.•..imlmw.YNlp aulna w^.WN.^ I...M.I ec b e.-B mw tlp.1ry er .na,.w•..IMMr wm..r«wr.reeNo..l P.m...m e,.ema m.www w. r� h�Irw AbU �] DATE: 12/1/2015 ex awnw.evrn.e n nenw..eulry mna e.mlro e..v.m. nl..aa ei^v wcn..pwmama•veroRcl•.am eryw.ul�l. pAI IL T`\ eW mntnlhw ift fMMu.Naim.. ll SEQ. : K1565051 a.N.m.axwme..eR4.em..rmmR.�.manN.ar.e en.ro.m I.mn.w. an.nw...ml B,..r..R.ra..m.e•cm nai.n.n m.ol.m.m xn.m.xwa.Cv a.e.vnm,w. S O.d...srm..m .ws-.b e....a l..m.<.imw..m.onm.m. TRANS ID: LINK O.NBnIw].e..Ppw m..r m.am�.m. s.ow.v..mwr me.l..d.ero• �I.uMaN Munn.sn�m.r..ay.n a =«�Tw.I.•wwm.l=n'•.e•d^'-=m'.•,.�N.„mrm. _,, EXPIRES: 12/31/2016 December 1,2015 sn.s a�Nv^'•mmMWeuejxtm un 4mNe.rrt Timm ev B.vl.m.wne•Iooma on e.m hus ClNw,.ne pews wean w.w, • • TGIAVILP In BL51.mq.cWMM WIIG YumrclW u[on upas. u.roe.Mnpim nnYrinw. B.ppLL I.EIOY rze Wpad In irdrea. . • r . MITBk U$fl.InC/CCmWTM SeflWele]87(1LFE tO.F.rY®c mrvxcbr p4Y d..pn wLwwESR-1311.ESR-1889(MRa4) • • This design prepared from compute, input by Pacific Lumber and Truss-BC LUMBER SPECIFICATIONS TRUSS SPAN 9'- 3.6" IBC 2012 MAX MEMBER FORCES 4WR/GDF/Cq=1.00 TO: 2x4 DF p16BTR LOAD WHAT ION INCREASE - 1.15 1-2=( 0) 80 2-5-(0) 0 BC: 2x4 OF g16BTR SPACED 24.0" O.C. 2-3-(-404) 353 3-4-(-108) 46 TC LATERAL SUPPORT <- 12"DC. OON. LOADING BC LATERAL SUPPORT <- 12"OC. DON. LL( 25.0)iDLI 7.01 ON TOP CHORD - 32.0 FSF DL ON BOTTOM CHORD - 10.0 PSF BEARING MAN VERT MA% HORZ PRO REQUIRED SAO AREA OVERHANEE: 12.0" 0.0" TOTAL LOAD - 42.0 PSF LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES) o'- 0.0" -23/ 393V -140/ 332H 5.50" 0.60 IF ( 625) LL - 25 PSI Ground Snow IFg) 5'- 9.2" o/ 127V 0/ ON 5.50" 0.20 DF 1 625) 5'- 11.2" -301/ 405V o/ OH 1.50" 0.52 IF 1 625) BOTTOM CHORD CHECKED FOR A 20 PSF LIMITED STORAGE 9'- 3.6" -53/ 69V 0/ OH 1.50" 0.11 OF 1 625) LIVE LOAD AT LOCATION(E) SPECIFIED BY IBC 2012. THE BOTTOM CHORD DEAD LOAD IS A MINIMUM OF 10 PSF. COND. 2: Design checked for net(-5 FBI) uplift at 24 spacing. VERTICAL DEFLECTION LIMITS: LL=L/240, TL=L/180 MAN LL DEFT, - -0.002" @ -1'- 0.0" Allowed - 0.100" MA% TL CREEP DEFT, - -0.003" @ -1'- 0.0" Allowed - 0.133" MAX TO PANEL LL DEFT, - 0.102" @ 3'- 4.9" Allowed - 0.523" MAX TO PANEL TL DEFL - -0.109" @ 3'- 2.5" Allowed - 0.390" MAX HORIZ. LL DEFL - -0.003" @ 9- 2.9" MAX HORIZ. TL DEFL - -0.007" @ 9'- 2.9" Design conforms to m intlfose-resisting 12 system antl components and cladding ccir,cle. 12.00 Wintl: 140 mph, h-23.1£2, L=6.0, ASCE 3-10, (All Heights), Encloses, Cat.2, exp.B, MeRs(Dir)[ lead , duration ) are exposed EndIf. vede iigned a exposed to wind, Txu ss designed tl forwind leads in the plane of the truss only. so ca on ID 1 M-3x9 IP--U PROFF 1-00 6-00 PROVIDE FILL BEARING;[so3-12,5 Q3,4 'J��(\vVINEF^��/p�9 V V89782PE/� r JOB NAME : 17988 JT SMITH PL 2945 - J7 Scale: 0.3490 WARNINGS GENERAL NOTES unw. /� ^� 1.9uw! la I.ac G-as-aI 1.11 GI rxm. I.U.w.y aw n Na,n INvlrow".N' M.-nsadw 9 OREGON , Truss: J7 wW. ,.wax,wwm, nm wlam mmP= m.roplwpM1ym vnP "..'••'n O z.a. 1am.Pm N- .aa.m N.a1.. I-, , m w nNgo Nmlayclh Wld,d,mSN,. ].Obl'Auv brryavlY Mtilgm n.va WdlM E�nM w^.euNm 2 De,,- ..N mU.ft I:v l.Y a1Iwwa v1 Y tln raWmis iry MS.e,acb,.iMAwl ui 2ocvM Mlboc,vaF Iw11A,-1 ,'^ 1NswWJC) nNentlewia-ElISH DATE: 12/1/2015 h m.. N .E.asca.nv m h e..reEnP ]..' bros..lncp mnrew-exam . L SEQ. : K1565052 4.No..a....PPwd..^r-..s.mm,N,.,.N -11-ma S..wwamerm.aNSHwem mne«m,. M1Ywn vn wmgbbv na tl..shau.vn,N.Ov.,W^ S.pgp^.s,mvv-.vn b 1w wB!'. mmomavM.-m-m, TRANS so: LINK s.co�,wTI,,.N.Nm'nvm<rowr.Nm.w.m^ a-.111°,.awn'W.a pn. .111 .^R•1•1. 1-EPc- n h.a,^, ^ EXPIRES: 12/31/2016 e.ry. NmobA�.npn,.✓vpwm.N lr�YWNn^Immo.^.^m. ,. „„.,m...a.R..m Nwla,v l.w^.pb. December 1,2015 NX,^mhostPP-N whh Iaskmm rl mPon S.1-asa .,m.emwnkw.olwr.vne gvmenme.mn., • TPIMTCPIn BG31.¢p.v detitli xJl le lumi.MEuyn,pwp enrols vMF pm an.rl'nha 8.Rpm ndw.vlu Mpvd mlmAaa MITBk U$fl.11C IC010gITlYS SOflWeIB]B](1 u 10.ForN®cmmtlmp'v.daepn.aLwwE3R-1311,ESR-1889(MHeF) • • This design prepared from computes input by PACIFIC LUMBER: Larry M LUMBER SPECIFICATIONSTRU55 SPAN ]0'- C.0" :BC -012 MAX MEMBER FORCES 4HR/GDF/C�1.00 TC: 2x9 DF X16BTR LOAD DURATION INCREASE - !.it 1-2-1 01 80 2-6=10: 0 BC: 2x9 DF X14BTR SPACED 24.0" Q L 2-3-1-4821 396 WEBS: 2.4 DF STAND 3-4-1-1691 16 LOADING 4-5=[ -511 0 TC LATERAL SUPPORT <- 12"OC. CON. LL( 25.5,DL1 ].0) ON TOP CHORD - 32.6' PSF BC LATERAL SUPPORT <= 12"OC. UON. OL ON BOTTOM CHORD - 10.0 PEE TOTAL LOAD - 42.0 PEF BEARING MAY VERT MAX HORS DEC REQUIRED BOG AREA OVERHANGS: 12,0" l.6" LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. ISPECIEEI LL - 25 ISE Ground Snow IPg) 0'- 0.0 -22/ 395V -151/ 392H 5.50"" 0.60 DF f 6251 5'- 9.2" 0/ 121V 0/ OH 5.500.20 DF ( 625 BOTTOM CHORD CHECKED FOR A 20 PSF LIMITED STORAGE 5'- 11.2" -329/ 921V 0/ DH 1.50" 0.55 DF < 6251 LIVE LOAD AT LCCATION(51 SPECIFIED BY IBC 2012. 10'- 0.0" -140/ 173V 0/ OH 1.50" 0.2: DF ( 6251 THE BOTTCH CHORD DEAD LOAD 15 A MINIMUM OF 10 PST. OND, 2: Design checked for net l-5 psEl uplift at 24 spacing. VERTICAL DEFLECTION LIMITS: LL=L/240, TL-L/180 MAT LL DEFL -0.002" @ -1'- 0.D" Allowed 0.100" MAN TL CREEP DEFL -0.003 @ -1'- 0.0" Allowed 0.133" MAX LL DEFL - -U.000" @ IU'- 7.6" Allowed 0.064" MAX TL CREFP DEFL -0.001" @ 10'- 1.6" Allowed 0.085" MAX TO PANEL LL DEFL 0.097 @ 3'- 9.9" Allllowetl - 0.500" MAX TC PANEL TL DEFL -0.078" @ 2'- 11.9" Aowetl 0.750" MAX HORIZ. LL DEFL -0.009" @ - 11.2" MAX HORIZ. T:. DEFL -0.009" @ 9'- 11.2" L 12.01 Desi3In m andf aoop.hents and Cdladdin9 e wind: 141 mpH, n-23.8ft, TCD1-4.2,B1DL-6.D, ASCE 7-:0, IAll NeigTtsl, Enclosed, CaL G Ex p.B, MW FRSIDITI, load tlue r n facto -1.6, TY uaa designed for wintl loads in the plane of the tco55 only. o 0 M-3x5 ��Ep PROFFS 6-00PROM DE yFULL BEARING;4-07-10 206,3,9 �\AGIN& 1/0� 89782PE E- JOB NAME : 17988 JT SMITH PL 2945 - J8 Scale, 0.3178 �•l wAa.la:ae enaoa wan"n w„bro w.wea..c.ronl HaY. GENERAL NeNEa:»ev� •w�•gin w.a.m,.m,.a,aaw,Yl 9 we- OREGON Truss: J8 .M 1Mr"rryprobn m.e„roa„m,,,,roaro. a"bk,o ancon•"row�mip na•.P.a.,.m.Yn.m PaP. ].mcwrP"ra w.e Hlwmmlra b.YlYe wl,.n ww,.. 3 �amlaa,.maa,ro"w'-ronn,.Cp wE Nwee 3I6]rorol YrlW"ry deory bnr•.41'JM HnN✓/naucEaa 0.uy.nnlnw MbtlnnWNbYI•bnllY d•uGtl '7 \V YMr•q-nadlM al M•nebr lblASYI{YmvrwM Ma'p al Yae eM tl l(I°e n•PMYY'�Y� 'v C)plwN ,aweWa ) !] 4 DATE: 12/1/2015 r-men.®,n..n vn ny°,wgab•wn.nay-. a �,�ien�a,n,w.w�nncY�w�a��MBC1 PAUL "\ SEQ. : K1565053 . "a'a.ean'"°••w'-°°.m.+"P°^mw.ro..o Y...c.aa Ilmseaaaw...n.,..w�+wn me.n•a..+..aam.ab,. .-a,1pY.ronroYa..no"a•arYr y..r u.n s w.r.»"..w....n be.,..e,a.,n,�,a....,...a„".m. TRANS ID: LINK =�.•rom. =-•- �- n� eM1Y " °" °""" EXPIRES: 12/31/2016 a�ry Yb>bn.luM.p.tlgn-n•rd nYY4a al mn.a-,Y ] p,y,.,Yw,,,•Wq„Y Ov-p•a Pab•C ,,1,e,�,.e.,k,"Y..•m,.wro.lYw,eY , w,„,�„ro„nY,m,a,,,mw,,,_„,P,w,„,Y,w,,, December 1,2015 .vlvrtcnm Bcsl.aP..aw.m wY a Yawwuaa,.9,.n YY.on,m.n pn naY,r.,... • , • • • MiTek USA,lnc/Com Trus Solt m78]-EP2(1L)-E 10.�ar b,mm•m.WY Javgnww•r,ESR hol ESN 1.,.T.1) This design prepared from computer input by PACIFIC LIIMDER: Larry M LUMBER SPECIFICATIONS TRUSS SPAN 7` 0.0" ONO. 2: Design checked for net(-5 par) uplift at 24 spacing. TC: 2x4 IF p16BTR LOAD DO RATION INCREASE = 1.15 BC: 2x4 OF R16BTR SPACED 24.0" O.C. Design conforms t0 marindforce-resisting system and components and cladding criteria. TC LATERAL SUPPORT t- 12-CC. OON. LOADING BC LATERAL SUPPORT 1= 12"OC. PON. LL( 25.0)tDL( ].0) ON TOP CHORD - 32.0 PSE Wind: 140 mph, h-15ft, TCOL=4.2,BCDL=6.0, ASCE 7-10, DL ON BOTTOM CHORD - 10.0 PST (All Heights), Enclosed, Cat.2, Exp.B, MWFRS(Dir), TOTAL LOAD 42.0 PST load Trutlfactor-1.6, for Truss wind loads LL - 25 ESE Ground Snow (Pg) 1n the plane of the truss only. LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. able end truss o continuous bearing wall PON. -1x2 o equal typical at stud verticals. BOTTOM CHORD CHECKED FOR 1OPSF LIVE LOAD. TOP of er to IompuTrus gable end detail for AND BOTTCM CHORD LIVE LOADS ACT NON-CONCURRENTLY. omplete specifications. 3-06 3-06 12 12 6.00 Q 6.00 IIM-4x4 3 I I 2 - lm 0 or M-3x4 M-3x9 I 1-00 7-00 1-00 1 E9 PROF �NGINEF9 �0 9782PE v� JOB NAME : 17988 JT SMITH PL 2945 - M1 Scale: 0.6251 T WIRXIHGB: GENERAL NOTES, unbr Mae—roba. V / IEm.,....s...reIwWMMusaW...—Iboys TM.aeegnbpaWonY4»^S'ewnmsanennnWrokr.nlMlv]wl 9^� REGON BB Truss: Ml .a wrWwaan an.wa.n amm.nr. I ..m.a. '.M.roM.WswMa..>Iawnm.wn.m war 24 Q 2.L.m Won xM axJrq-1 Ea 1.1.d Ywwl♦ Iwryo "n ae,aSn repnn"in Wine Wtiry aepivr. V/. 3....1 Wwann beere bimve 4UlY awns a.ml 2CwT.mnv Ne aP ma btlwn tlwNam NbdMlr besEar �9 VARY 'a ea reao.NNlp arlro exb•.walMal w^•'.aa Lnare ar ze_...rc.l lG o..r..wnwxv war n:wn.ayMN n..brenbr DATE: 12/1/2016 arMnrm.mW Ware-.,'..Pm•aa.,..m.grtL).nabrarywlnNLl. pq UL PL\ R aegivr. 3.l l ..CPre vaanl braory rayM Mnra Yww��♦ SEQ. . K1565059 wmWmm ee..pa ema,rP=r.,n.ml.tirW a.are.m a.InWlaem mm..bSs ngaWbun.1m.r..w•.rr a-- aWn.m.sa.MW .m.I mm .loBa.m aea enm.u.n s.ond.. me.w.r.er.n e.�..e m.nonarro.r.m ironm.m TRANS ID: LINK aWnlra a.p{IiW m.nr amain so..y...w.amN..n.wa.nry.<ellwMwre.m.n.snr.,..ewn Lm qT a.m.oaw.......r.rn .Eysxme EXPIRES: 12/31/2016 .r rn aMrWn • • a • s . ,..a ®ma.m.uarraW,lnww. n.m.W lieN.a December 1,2015 TGANL ,n B..1,aN xaM x1 1.lrmm� uxn ma.ans . ", dd -. MiTek USA,Inc/ComWTan,Solwme 79.]-SP2(luE I v amwmr p.a.,wax w I...Ia11,E5Rn989(M1q • This design prepared from computer input by Paclf1C Lumber and Truss-BC LUMBER SPECIFICATIONS TRUSS SPAN 14'- 3.5" ON0. 2: Design checked for net(-5 psfl uplift at 24 spacing. TC: 2.4 DF #II3TR LOAC DURATION INCREASE - :.15 BC: 2.4 IF Y16BTR SPACED 24.1" Q(. Design conforms to rt. r indforCe-resisting system and comp one ills and cladtling Criteria. TO LATERAL SUPPORT — 12"OC. PON. LOADING BY LATERAL SUPPORT 1= 12.00. UON. LL( 25.0L,II 10.0) ON TOP CHORD - 35.0 PSF Wind: 140 mph, h-15ft, TCDL-6.0,BCDL-6.0, ASCE 7-10, DL ON BOTTOM CHORD - 10.0 PIP (All Belghtsl, Enclosed, Cat.'_, Exp.B, MWFRSIDir), TOTAL LOAD - 45.0 PST load duration factor=1.6, Truss designed for wind loads LL = 25 PIP Ground Snow IP11 in the plane of the truss only. LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL REQUIREMENTS OF INC 2012 AMC IRC 2012 NOT BEING MET. able e d truss o ontinuous bearing wall UON. -1x2 O equal [ypiC I at stud verticals. BUT TOM CHORD CHECKED FOR SOFSF LIVE LOAD. TOP efe[ LC COmpuTrus gable end detail for AND BOTTOV CHORD LIVE LOADS ACT NON-CONCURRENTLY. Omplete specifica[i our. 2 2.00 s 3 to To ad 41 c ri M-3x8 L 1-00 14-03-08 ED PR OFFS CIZ�0 �NGINEF9 s/�2v 9782PE JOB NAME : 17988 JT SMITH PL 2945 - P1 Scaie: D.5592 T are-seen-se, 16,ww.m.mmm,mwasIorIIouateasawEWIIIGmmlNuns OIETMN•9^e...Ilr plY•...Yawn.M1.b,.11.1-1 9/ REGON � Truss: Pl .m�w,,:�a.mam o]rwm. .z.. wkedrammsmen Ap'saaMwa.IEsiss.m...", z3.mmw+�•w.e Y.�ro,,..le.mYll.a nn.II .. „�rv.meanmmmwroml.as mro«•.mh mn.warvaw,.l ) q(�y 1C), B AN4u.l Y+Wry 6mwalm„m.YNIIY a..y m„a„mm, za.v ...,,mYwm>.�ammm amwm Ylwmur Y.maII r1 m,1 ...:m..1 o.,,.,..Ym,.ur m�u l�a oo,w.•+IIrwnw Y.w nC)mm densWIr.c] DATE: 12/1/2015 rwdIIII r,.mw,. ,a w da.,4•w.•. gs .Wapngw..n�GxWmEM w...M Nc1II wm am.IIHBaI PAUL SEQ. I K1565055 "°"'°""."°.°cpl'a^."r�"w'..."°.^"."°'.°'w.m 1,m..m„aw.Y.,..ea•.a <^w�mw .�.a.....v...1 Yww.m.m a,,.Y••m IIne�ww.ar n.e.P..w Y.. s —Is.,.•eu_..•u e..P,ar.e.roq..aw�ar+,n ..a,m.x,IIeo-raw TRANS ID: LINK ae. a a••m....«lu sl..e,..ac•n EXPIRES: 12/31/2016 Ybumn.l'ai6q.IIw.m.m...Yun Wmnlo.'r+ ] p.•4,..•nr..MMm.Jr.Pn PaIIM s • ,.m.... . MYb�.,, ,r a Y„ IYamY mm am o,�.bwY em.a , December 1,2015 TIANTCAn BCSm .al.., amVM UWnmV.K 8 'Dy.rNaY ara p.b n ssM s. , • • • • MRek USA,Inc JCamWTms Sallwe107fl7-SP2(1 y-E 10 Eu,Y.[mrwca NwAy.nkw..hSRI1311.ESP-1MNGT.kl ]'h:s design prepared from computer input by Pa.:ifiC :.umber and Truss-BC LUMBER SPECIFICATIONS TRUSS SPAN 1- 0.0" IBC 2012 MA% MEMBER FORCES 4WR/GDF/Cq-1.00 TO 2x4 OF NI1BTR LOAD DURATION INCREASE - 1.15 1-2-(-43) 60 2-4-(U) 0 SO 2.4 DF X165TR SPACED 24.0" O.C. 2-3=(-94) SL WEBS: 2x6 DF Ss LOADING TC LATERAL SUPPORT - 12"OC. ION. LL, 25.0)1DLf =.51 ON TOP CHORD 32.0 PSF BEARING MA% VERT MA% HORS BEG REQUIRED BRG AREA BC LATERAL SUPPORT c= 12"OC. 'JON. DL ON BOTTOM CHORD 10.0 PSF LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES) 12 TOTAL LOAD 42-0 PSF 0'- 0.0" -94/ 367V -16/ 58H 5.50" 0-59 DF ( 625) OVERHANGS: 9.0" D.0" 12.00 [7 0'- 9.2 -131/ 41V 0/ OH 5.50" 0.07 OF ( 6251 LL = 25 PSF Ground Snow (PI) 1'- 0.0" -67/ 4V 0/ OH 1.50" 0-01 DF ( 6251 LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL REQUIREMENTS OF IBC 2012 AND IRC 211"2_ NOT BEING MET. OND, 2: Design checked for net(-5 psf) uplift at 24 spacing. BOTTOM CHORD CHECKED FOR LIPPE LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. VERTICAL DEFLECTION LIMITS: LL-L/240, TL-L/180 MAK LL LEDO - 0.001" @ 01- -9.0" Allowed - 0.075" MA% TL CREEP DEFL - -0.001" @ 0- -9.0" Allowed - 0.100" MAX LL DEEP " 0.000" A 0'- 5.5" All awed - 0.004" MAX BC PANEL TL SEF:. - 0.000" @ 0'- 6.4" Allowed - 0.014" MAX HORIZ. LL PEEL - 0.000" @ 0'- li.2" 3 MAX HOMUZ. TL PEEL - -0.000" @ 0'- 11.2" Dee1g" , onfarms to ..in irdf.rc.-Y.d,1,rg system acd componentsand cladding Catena. W1nd: 141 mph, 1-15ft, :'CDL-4.2,BCCL-6.1, ASCE 7-10, IA1: Nerght sl, Eniimed, Cat.2, Exp.., MWFRS(Dir], load anratlon fact".61 Truss designed for wind loads 1n the piane of the truss only. fS M-3x6 � D P R O � FFS L 0-09 r PROM-0UFULL BEARING;J[s:2,4,3 �`�� NGWEF9 S1 0 89782PE JOB NAME : 17988 JT SMITH PL 2945 - N1 Scale: 1.1852 wARItlN68: GENEMLNOTE., uMwmrsM_ W `y OREGON ter" r auNn•M.xio"mM•J°,YvOatl.ar••aM.11.-1lbb. r DR..."..-B! y°W"m.wn w.. ..w-1 ^� 2� P� Truss: N1ww�n.p.e m mae°.mno...rnla.. aaans-po-1.M0-.img aa..Y"..,a vaa' n.�a•-w, ... a ..a mY. . mi.n �.hIs°In .tl d.1 , 9 qRY A5 3 O 1Y gMopb m-YWh/au.q mnWtDa,. O.Y.^•wr.•.•bpvq Mbntlu6b Ml•WAY"'m •Ynr•.(• Y."ry MN..r•s,Mlb.l Pno^.m bw,y of 2'°c.•NnIO° >Y DATE: 12/1/2015 ..mAm.e.ww..mpe..Pm, a.ainsa rY�p,p�v Yeml n.my amy.FliweY�wmI� pA UL �\ SEQ. : K1565056 • wa�.amiw."e.•onowa..M mmoa.w.l.,tl omm�p.,Y s ia.Imo.,e,ne.N.mgamcula`�rom ...•.M...b, a..qn lcaf.".•Pgitl..m . .m b.-arr oNaleonm°.. TRANS ID: LINK lam A corm..r..rotlneanw,.,aw.,m.•°oon.w.4rylmrn. sD°'°""•'""'"°°'°""°°'°""°°0bi"°""s"'"'°'"'aw" EXPIRES: 12/31/2016 �ry hbuUan,N,AInp.Y.pan•NiMYOm MwTPo^^A. ].D•Wn•sim••tlN+W b.irnyn pwgM . a..,,•".�,.a.eYa,...Y.hba.,.,,"r aRYmY.Itllavltlan�hw...,,..tlP.van...m,w•, December 1,2015 rwmcnb acsl.mP.•a.NYn..eax�m�w.e°.nn mm.Y Iw mmdwm Y.a o.Y�Yn. • • . • • MT"U54,llrc/CompuTrus SOMnre 7BISP2 IL ,9 Ell a.�1p.YY rc»a ( 0 GYYQgn wY....iaR.1311 ESR-19N IMi.tl This design prepared from computer input by Pacific Lumber and Trcda-BC LUMBER SPECIFICATIONS TRUSS SPAN 14'- 3.5" IBC 2012 MAX MEMBER FORCES 4WR/GDF/Cq-1.00 TO 2x4 DP N16BTR LOAD DURA^ION INCREASE = 1.15 - 0) 19 2-6-1-2961 1740 6-3-1 01 327 BC: 2.4 OF XILBTR SPACED 24.0" O.C. -3=1-15071 234 6-7-1-3051 1726 3-7-1-17841 289 WEBS: 2x4 OF STAND 3-4=1 -601 54 7-4-1 -1761 95 LOADING 4-5-1 -31 - TC LATERAL SUPPORT c= 12"OC UON. LL( 25.014DLI 10.01 ON TOP CHORD • 35.0 PSF BC LATERAL SUPPORT <= 12"OC. UON. Of ON BOTTOM CHORD = 10.0 PSF TOTAL LOAD - 45.0 PSI BEARING MAE VERT RAS HORS BRG REQUIRED BAG AREA OVERHANGS: 12.0" e.11, LOCATIONS REACTIONS REACTIONS SIZE SO.IN. )SPECIES) LL - 25 PST Ground Snow IPg) 0- 0.0" -72/ I72V -30/ 90H 5.50" 1.24 OF ( 625) 14'- 3.5" -/1/ 643V 0/ OH 5.50" 1.03 IF 1 6251 •• For hanger - See tl plans LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL specs. approve p REQUIREMENTS OF IBC 2012 AND IRC 201'_ NOT BEING MET. BOTTOM CHORD CHECKED FOR 1OPSF LIVE LOAD. TOP OND. 2: Das, Checked for c 1-5 AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. 9n psfl uplift a[ '_4 spacing. VERTICAL DEFLECTION LIMITS: LL-L/240, TL-L/180 MAX LL DELL - 0.002" @ -1'- D.D" Allowed 0.100" MAX TL CREEP PEEL - -D.003" @ "- O.D" Allowed 0.133- "A" LL .133"MAXLL DEF- - -O.OB6" 8 3'- 11.5" A:lawed - D.669" MAX TL CREEP DEED _ -4226" @ 1'- 11.5" Allowed - 0.892" MAXHORIZ. :.L DEFL = 0.016" @ 13'- 10.0" MAX POR1Z. TL DEFL = 0.029" @ 13'- 10.0" Design conforms to m ] iodforce-res,sting system and Componentsa nd cl.dd,ng crl to ria. Slot: 140 mph, h-_Sft, TCDL-6.O,SCDL-6.J, ASCE 7-10, IAll H.11hts'„ E--coal, Ca1.2, Exp.D, MWFRSICim' {catl duration faCCo[=1.6, 8-01-04 5-10-08 0-03-12 Bna exposed c wind, Tr c s seaesigned f wind loads 12 rn ,he plane of thtrues cl, 2.00 s M-1.5x3 q 5 M-3x8 J T o F - 6- M-3x8 M-1 1x3 M-3.1 i 1 L Do a3-oa 7-11-08 6-04 PED PR OFF S NGINEF9/p29 e 89782PE JOB NAME : 17988 JT SMITH PL 2945 - P2 Scale: 0.3842 WARNIHW: OENEML.11f., unbw W,eMes roYE V 4J I.ant.,Ina-mmnam,Nb,M It.a.,.a a.n SI-1 Nw•. I.Thm e.WnN w.N only upm„P.nn.wn•ennn.nd i.k,11 nainaaa � y� OREGON Q' Truss: P2 .w w.,:.wL.bn�,.w�mn ex,n.n.. wmre wn�-.m.s R,tt a.P w-tInt.m..P., n 2a.wny,.von w.e b.nry rru.l4 Y.s4a w m,Wassas wnw.mno,wnyn,.mrt tandem mtt nt wvely a.y,., ].OIyvata'ImBsInq b.vq'a 4bMM1 dant mn4ve]n 3.C." .••wrw•„e9na ad,.w,E.b 41NNI".., a l l'l JJ rryw,itililyd„w.rY,MYw,.I d Zoe.N.attratat llbne It"nItI'," yW.dvOe.m,aba„Y N14 Bc) DATE: 12/1/2015 Yn„cwnl wu.N„"IWhal4 a ew wwq e..vnro,. a31, ee«ppu wni watang :w`rw.�.° IkN`) PA UL �\ SEQ. : K1565057 4 Na„aaone e..ePINN b.nr mrpnnune . Inre.m,ds,..„,.aa,nnwn„,«wn•»�,n..u, Aa-..mrF.b.na bm b,n WW.nrbtl T.w„n 5 D.W'w...Ns...b Y,sn In.mmmrom.rmmnwM1 TRANS ID: LINK atta.n l.e.e.4pna4.m.e".•,.n .•b,a-,mmnrar. s r E„rn.n.,om,wa.....a..n...no,.on,.INln.n„ a Mw.,w.....w e..,•v nw.mnn Non.sm,o,.W,B" EXPIRES: 12/31/2016 •- • . • • Ybebn.l'v.Y9..1•Tn,x.M M4Mn dmrNaw4. ] C.hT.nm..MWUI.Nvew NpewtlM B TInATUA „IArs , anIamw.,...n, December 1,2015 rFI.WrCA in BC51.m,..d wl.p.vlY Yn„Y.0 upon,.,.. In..mme.W„anl enb,4w. MITek USUN IncALxdWTdm S,H%nue 76.71LE E 1 B Ppn naow maWw biros.. OIm.-mn..b,a.4 EO•-aaawa •EBB.1]11.ESR-18691Mn.1) This desian prepared from computer input by Poet:, Lauber and Truss-BC LUMBER SPECIFICATIONS TRUSS SPAN 2'- 0_L'" INC '_12 MAX MEMBER FORCES 4.R/GDF/C,=1.00 TC: 2.4 IF 9113TR LOAD DURATION INCREASE - 1.15 1-2-1 -8) 60 2-4-(0) 0 BC: 2.4 DF M160TR SPACED .4.0" D.C. 2-3=1-691 61 WEBS: 2.6 DF IS LOADING TC LATERAL SUPPORT - 12sOC. SON. LL( 25.0LDL( 9.0) ON TOP CHORD - 32.0 PSP BEARING MA% VERT BAS HORS BRG REQUIRED BEG AREA BC LATERAL SUPPORT - 12"OC. UON. DL ON BOTTOM CHORD- 10.0 PSF LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES) TOTAL LOAD- 42.0 PSI 0'- 0.0" -20/ 246V -30/ BSH 5.50" 0.39 DF ( 625) OVERHANGS: 9.0" 0.0" 1'- 9.2" -in/ IHV 0/ ON 5.50" 0.03 IF ( 625) LL - 25 PSF Ground SP.. (Pg) 2'- 0.0" -45/ 5DV 0/ ON 1.50" 0.08 IF ( 625) LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL 12 REQUIREMENTS OF '_BC 2012 AND IRC 2012 NOT BEING MET. 12.00 BOTTOM CHORD CHECKED FOR IOPSF LIVE LOAD. TOP ON0. 2: Design checked for n 1-5 psfl uplift at 24 spacing. AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. VERTICAL DEFLECTION LIMITS: L L/241, TL=L/180 MAK LL DEFL 0.001" @ J'- -9.1^ All..od 0.015" MAX TL CREEF DEFL -0.001" @ ')'- -9.0" Alioved 0.100" MAX -C PANEL LL DFFL - 0.003" @ 1'- 3.P^ Allowed 0.121" 3 MAX -C PANEL TL DEFL -0.003" @ 1'- 3.1" Allowed - 0.191" MAX DORIS. LL DEFL - -0.000" @ 1'- 11.2" MAX HOSTS. TL DEFL = -0.000" @ - 11.2" Design onforms to m ,ndforce-resisting system and components and cladding cill-1 . Wind: 14'1 mph, h-15fq TCDL-4.2,BCDL-6.0, ASCE 7-10, :Al. Heights), Enclosed, Cat.2, Exp.B, MWFRS(Dir), or load tluratton f----1.6, .- s designed f :ntl loatls rn the Flan' of ohe truss only. o 2 M-3x6 L 0-09 2-00 ROVIDE FULL BEARING:J[s:2,4,3 0 PRO FFss /per 9782PE v� JOB NAME : 17988 JT SMITH PL 2945 - N2 Scale: 0.1830 WRNINf•6: GENERAL MTEI, wv-aft-MN. V Truss: N2 1 a.mw.ne.nman mna.aa.•wae..a'a..aa1..G.n.nl Nnb. 1 ".a'..N.w.nN"enw a.nn.bn w.n.�n m,.n�mw�.l OREGON mwne,M.e.bn n,nm,mnn mn.�.b. wlMlnR mnonn.,a APP4n rar arev.a'".-.m.ro PaRw '7 9�/ ].34 anbn.Ym-bMvtipnulalMlbewNn Ywvm.. Irm'Gn.Inn al mm,mm-.b tl.nyon.alar ] biNarwI 4nW'vn..rW roman 0d41Y sun,,m'.OWim ] C.Wn...,nx In mV.na Wl&m Caa.b Ybbnll ne.1 �/TY 1'J, `/ Y- 1.".1 m...'ANRer lw'n.nmtMvgW .- b l G ac nb ..Mysae,1 bvvJa.r, anSa.P., !] V DATE: 12/1/2015 n.nw aer w(aro evw saI..e ng aMYnln ,p.,.aw v�Ll '�'w a-rv.MBLI pA UL "\ SEQ. : K1565058 Na 11 a.mM.W , I.- m...w,w..aNY are.,..awb. h.Yr.nvn m,µY m ,rybN ynvYtlan 5 Ongi- oa.iW F.mirvm.w.m•mnvr4 TRANS ID: LINKm"w+^� s cn.M„tn.w..ww"ea'a..,wn.w,n.,n,..w,w.rr m.w o�.•.sn.�,:.1u e..,.N x.n.wPnY.nn.n sn.n n,wR.n EXPIRES: 12/31/2016 bbuean.h✓M].MT'.M.M+NYb'ol m"V•^.,'b ) D.y,...m...awYa,vivP nPww.e 6 n M1 MNSR1x•bMMrpmm�.bmay 8 PYMYWIL.baWmNNbwMtlub,.Mrl.Wnay.wM1, December 1,2015 uVVMo..,..L51, •e1WG wIIM Nn.Mu nnp.K ,OI.w.m.o].wPpM robe F.v. • • • • NiTak USA.Inc./CpmpuTrus SMllw•re]B.]SP31L£ • • f ) iDo,YYa'mrwa,a pl.Y apnwM.w.ESR-1911.ESM1IBM IMU.Y) This design prepared from Computer input by Pacific '-umber and Tross-BC LUMBER SPECIFICATIONS TRUSS SPAN _- - 6.0" IBC ]'I- MA% MEMBER FORCES 4WR/GDF/Cq=1.00 TC: 2x4 DF M16BTR LOAD DURATION INCREASE - 115 - D 19 2-6-1-1601 1209 6-3-( 01 243 ; B6: 2x4 DF STAKE SPACED 29.0" O.C. 3-3-i-]2611 :15 6-1=1-169) 1191 3-3=1-1246) 161 STAKE WEBS: 2x4 DF 3-4-; -661 55 1-4=1 -216; 192 LOADING 4-5 -201 B TC LATERAL SUPPORT 12"OC. UOS. LL( 25.0IaDL( 10.0) ON TOP CHORD - 35.0 PSF , BC LATERAL SUPPORT c= 12"OC DON. DL ON BOTTOM CHORD - 10.0 PSF TOTAL LOAD 45.0 PER BEARING M,kXREACTIONS VERT BACEREACTIONS TIORZON BIG REQUIRED ENG AREA OVERHANGS: 12.0" 0.0" LOCATIONS REACTIONS REACTIONS SIZE SO.IN, (SPECIES) LL = 25 PGF Ground Snow (Pg) 0'- 0.0" -50/ 611V -23/ 1 5.50" 0.99 DF 1 62625) 101- 11.5" ST=/S/ 635V 0/ OH 5.50^ 0.96 DF 1 6251 Unbalanced fir¢ 10a de have b¢en LIMITED STORAGE DUES NOT APPLY DUE TO THE SPATIAL considered for this design. REQUIREMENTS OF INC 2012 AND IRC 2012 NOT BEING MET, BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD, TOP OND. 2: De Sigr: hocked for net(-5 paf1 Yplift at 24 ^ epaCing. AND BOU-TOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. VERTICAL DEFLECTION LIMITS: LL-L/240, TL-L/100 MAR LL DEFL - 0.002" @ -1'- 0.0" Allowed 0.10 " MAR T:. CREEP DEFL - -0.003" @ -1- 0.0" Allowed - 0.133" MAX LL DEFL -0.045" @ 6'- 2.1" Allowed - 0.502" MAX TL CREEP DEFL -0.114" @ 6'- 2.1" Allowad 0.669" MAR LL DEFL - 0.000" @ 0'- 0.0" Allowed - 0.154" MAR TL CREEP DEFL 0.000" @ 0'- 0.0" Allowed - 0,206" MAX HORIZ. LL DEFL = 0.009" @ I0'- "L0" MAX DORIS. TL DEFL - 0.015" @ 10- 7.0" Do "i rofo-m m indfor -twist-, system and ¢o mo outs and cladding u[eria. 6-C3-14 4-04-14 1-09-04 Wind: :40 mph, h=15ft, TCDL=6.0,BCDL=6.u, A4CE 1-13, LAI- Xecghtsl. Enclosed, Cat.-, Exp.B, MWFRS IC!rl, 12 load duration £actor=l.6, 2.00 s End vert;Call, are exposed to wind, u .r s desngnea for .,,a loads inCh¢ plane of The Crass only. M-1 5x3 s 4 M-3x5 3 JC o o M-'e, M-1.5x3 -M-4x4 6-02-02 4-04-14 1-L1 LR O -00 y PROVIDE FULL BEARIN G:St s:2,7,7 12-06 ` F(P\A 1 FF^S 1��r1GI NEF9J /�2 8 782PE v� JOB NAME : 17988 JT SMITH PL 2945 - P3 Scale: 0.4132 WARNINGS: GENERAL NDLES, -1_otlx,w_rnM1O 1.B�4a.r•m._menmm.ao,✓wme..e._ed.v G.__INw. IrnN a..ge•e..w oon wenw w_m.N'»Wnw,.'m»ro,.�nenw.l v OREGON Truss: P3 .m w•nFR.e.m_mmmm nmmn•w. wAmro mm.m»m.AN.,de..Rn e•.0ed»M»a'w»n.. �memnmmndmmPm»d»N.,..wn.Nlm m..m1,eN e .t�9 qRy 1 a 5. P <eaeo,.l mnmo,.n a a.em m�rw..uo-Nr »nemwi»nen z Gwrl. .w.,».w mv.,a mvom mon.m a • ,.wd.1 !` .r.'.am am.•«c.rmuon wm.e.'+e»arow zme .u.rly»=.,..wm.b w._e»w a.n,yr»d e•••romev DATE: 12/1/2015 m.a..ol.euw.Na.nymwpd°» 'h"°`"k`r°"°RN`°°°°"°•°"eRel.we.e,t-wn1He) PAUL �\ we.y s•w' i aero.memEaym•.m N.oro'w..a wn.,.•�..n.. SEQ. : K1565059 Bem.e•wNe L..FN•em.nvm mem,xewe man . e.•Nmn d.w...»me�°.n er.»,•...,.•»m�,...«, • er.n.n mnµ••nem msn.ww.nr m.er a••e.'u.n s D.ro'.».'w mws._m4 wain.non.on.r..rv.mm.n TRANS ID: LINK e..Gn mme..Pe4.em.,v mnw.m w..In n'm,mmdw. s fmryr,w r•.ro ovRa ow.w.vm•ro ne«»mWr c,a.. a G.w.�.v.».eNe..'ry m.l+ew•.no..,sn.n n,'..mn ., EXPIRES: 12/31/2016 hO,ofon.ri•,xMq..r4n•M•M+MYV.er mrmm•Y. r Ww Y•Y bb laW �b.._P nPeMee December 1,2015 mwncnm Bcslmw.a.n.m»,n e.mmwawon'•a+c ° w».m.wa.wn ry»��"•,N,... • r • • µ.Tek Unc/ConrrTrum Sore767(11 E •»m•� d �» ESR-iP (Ni•4 This design prepared from computer input by Pacific Lumber and Truss-BC LUMBER SPECIFICATIONS TRUSS SPAN 9'- 6.D" IOC 2012 MAN MEMBER FORCES 4WR/GDF/Cq-1.00 TC: 2x4 IF M14BTR LOAD DURATION INCREASE 1.15 1-2-1 0) 19 2-6-1-196) 990 6-3-( 0) 202 BC: 2x4 OF X160TR SPACED -4.0" O.C. 2J=1-11)351 113 6-7=1-2051 979 3-7-(-1021) 19E WEBS: 2x4 IF STAND 3-4='. -45i 42 7-1., -1311 7: LOADING 4-5 -3: TC LATERAL SUPPORT <= 12"OC. UON. LLI 25.01<DLI 10.01 ON TOP CHORD = 35.0 PSF BC LATERAL SUPPORT <= 12"DC. UON. DL ON BOTTOM CHORD = 10.0 PSF TOTAL LOAD = 45.0 PSF BEARING MAN VERT MAX HORS BRG REQUIRED DEC AREA OVERHANGS: 12.0" 1.D" LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES) LL = 25 PSE Ground Snow (Pql 01- 0.0" -52/ 562V -19/ 6OH 5.50" 0.90 OF 1 625) 9'- E.0" -47/ 427V 0/ ON 5.50" 0.68 DF 1 6251 For banger specs. - See approved plans LIMITED 510FAGE DOES NOT APPLY CUE TO THE SPATIAL REQUIREMENTS OF IBC -012 AND IRC 201- NOT BEING MET. BOTTOM CHORD CHECKED FOR IOPSF LIVE LOAD. TOPgn OND. 2 Desi [heCked for net(-5 psf) uplift at 24 spacing. AND BOTTOM CHORD LIVF, LOADS ACT NON-CONCURRENTLY. VERTICAL DEFLECTION LIMITS: I.L=L/240, o80 MAN LL DELL - 0.002" @ -1'- 0.0" Allowed . 0.100" MAN TL CREEP DEFL - -0.003" @ -1'- 0.0" Allowe0.133" MA% LL DEFL '--0.030" @ 54.0" Allowed - 0.429" MA% TL CREEP DEFL = -0.07B" @ 5- 4.0" Allowed 0.572" MAX BORIZ. LL DEFL 0.006" @ 9'- D.5" MAX OPIE. TL DEFL 0.011" @ 9'- 0.5" 5-05-12 3-08-08 0-03-12 Desrgn conforms to ..in indforce-resisting ss s-em. and componentsand c:add inq c.r,eaa. 1- .1ho: 140 m1d, 1-15ft, TCI!6.0,BCDL E.D, ASCE 7-It, 00 s (Ail Priqhti), Enclosed, Ca[.2, Exp.O, MWFRS IDirI, tluol, oatl r n faan.x=1.6, Entl ve de,n lsl a e.,.aed load,CO v1nd, Tioss designed forwindloads 5x3 M-. in the plane Of the truss only. . 4 s M-3x4 a 2 M-3x8 M-1.1x3 M-3x5 R L 5-04 4-02 1-00 9-06 Ep PROFESS �NGINEF9 i0�9 89782PE T_ JOB NAME : 17988 JT SMITH PL 2945 - P4 scale: 0.4916 wAxxlxex: cexFRA,xoree, .x...o1). »mw v h Truss: P4 °H., 4w fen-.n_ l m.e°�n••a.r..a...INm.. r.se 1m. •w" ,°ro."1o.rw,.ww�p�.1,."�nena..l � 9 OREGON o P z a.cone•»mn r..e.eea•.w».ed.e.,.ew.n.. o,m,w.».of-1.bu..•Pon•.lar of agar.a •erx, -9 Uq RY Ab, Q` M1. ». Y.Po,el."fa,ifeese"a••emn»ucevn 3 GeiY.v»urw Nkq vM bewn axx»bbeePolY.e+ae DATE: 12/1/2015 Mow..»..a»....»a,.exe of aaw.a..Pe a ab�ad ...iffen I..Ncl-a,Y..11lecl � pA UL P\ SEQ.: K1565060 r»Re»»e.a b."r m"ro»'+•m.ee,»x.n,.•.a . I»mwm».w...-'•»"'-»m ore.,.»..«.m"w.b �b» vn mr,WYVM»m tirc WW•nY b»•q••Y,avn S.Ceepivwlm Pi»•••ree Nu••]In•rcn`enox.•rmom.M. TRANS IT: LINK avw•I»a.e..oaw b.m m'mo„» s.o.er.Wa,PoiwwB-s mom. ..aovv sDamwr,»I..»m„ew.wrend...v...B,.wan.leilna,x,. m°"•"�'°°°"'M°"n.�ieo, EXPIRES: 12/31/2016 M..'4P,.o ind' .....'comoa- , Common...w,..aW...aeepe P»m•a. Io on"a ,.....a»„»,b.,.e,...a..1 .,.Y x.P.ea»ele.1.»eamra.12-01.,,».»a,k.ama».»n., December 1,2015 rFIMTCAo,Bcsma.,of. wn»w..lw sen,of a • • • %Tek USA,Inc/ComRUTrue SoMnrs l B]11LFE to EMe,d•:mm•®ree n»..• �sR-rar 1.ESn-reWa.T.f1 , 1 Mp wx » This design prepared from computer input by Pacific ]umber and Truss-BC LCMBER SPECIFICATIONS -RUSS SPAN 1'- 1.0" OHC. 2 sign checked tax r L(-5 psf) uplift at 24 spacing. TO: 2x4 BF p18BTR LOAD DU RATION INCREASE _ 1.15 BC: 2x9 DF M14BTR SPACED 24.0" D.C. Design and toms no main m. indfome-resisting systedna components cladding cr1[eria. TO LATERAL SUPPORT c= 12"OL SON. LOADING BC LATERAL SUPPORT <_ 12"OC. VON. LL( 25.0)aDL[ 10.0) ON TOP CHORD - 35.0 PSP Wind: 140 cope,Heights), Enclosed, Cat.2,6.0, ASCE 7-10, DL ON BOTTOM CHORD - 10.0 PSI -I duration Enclosed, Cat.2, Exp.B, MWFRS(Dir), TOTAL LOAD 45.0 PSI oma duration factor-1.6, Truss designedfor viva loans LL = 25 PSF Ground Snov IPg) in the pllaneneof of [he truss only. LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL REQUIREMENTS OF IBC 2012 AND INC 2012 NOT BEING MET. 'able end t s 5 Ontlnuous bearing call SON. -1.2 o e9naltypi1 atand vexacas. l . BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP ¢far to Conpu:rus gable end detail for AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. omplete speclfl catloos. 12 2.00 s on c M-3x8 1 1 1-0o g-os � u PROFESS �NGINEF9 io2 cz, 972P v� JOB NAME : 17988 JT SMITH PL 2945 - P5 Scale: 0.7166 MININOil OENEMLNOTES, Ww°tivrvny Ni.. E/ T!J T Pa..M,n°Mn..—YpPY B6 dN.a.II 1Nat, 1 d,.d nI1,..mh.,N.Pnm•bn Wwn.M nM.n I MaEiml 9 OREGON Truss: P5 wn m..wm..w....M.. a,mro'-m APalmalm w a.ae"P.nm..n.m 234 um"..la Ne n.p�adlMdh wAaN a.Wrar A �°"'Ia Pn na ororo w nNlga 4m sn D.a.._�.°.n *eJmWam,h°,a..aaan, —d.1 99( qRY is....m.. n.P..a.Ir wea.w mmaE aa...roe,ar '1 DATE: 12/1/2015 annw+amawewuNa..ynr , is.'ma'^ ®°N'xov°°^••"'rorrc�.xwea-wllec� /'q UL N'aav� a.arowNw nn.n ate...,.. SEQ.: K1565061 4 wma.imae.wd+a a.m.a.m»w..u..11 a.ero.ae . n mnoaa.mnmm..noaa NN a.a.p..r w. s o..��e �•��pM•m•m^�N TRANS ID: LINK e..qn am.a..oPlNea.,n ten.. ..er a�ey.waeo-r a�a,..�. EXPIRES: 12/31/2016 4.r/aa.M1.�Wd.IN.a.prnr..N.nYb4n°I mn{vin4. ] Iy,y.„a.�n.6y,Y JrnP npmC.] E ,Ma..,,ab.,...a.,w+a.-„nNN.,M-game, , „•.„a.re.ao.am�.ma.,,_na,.maoa....,., December 1,2015 tvuvrenn Nes.mw.anwea a amanw wo^•a+N MT.k UM in.sCompurrus s.l N.to lsP2(11.}E boar mN pwaAgNnww....ESRnf.�.ESR.iem lMll.q e .hrs design prepared from Computer input by To-fiC Lumber and Truss-BC LUMBER SPECIFICA^IONS TRUSS SPAN 2'- 11.8" IBC 2012 MAE MEMBER FORCES 4WR/GDF/Cq=1.00 TC: 2x4 DF M16BTR LOAD DU NATION INCREASE = 1.15 1-2=( OI B4 2-4=(0) O BC: 2x4 DF M1GBTR SPACED 24.0" O.0 2-3=1-741 43 TC LATERAL SUPPORT <= 12"CC. SON. LOADING BC LATERAL SUPPORT <= 12"OC. CON. LL I 25.0IAL( 9.01 ON TOP CHORD = 32.0 ELF BEARING MAX VERT MAX HORS BEG REQUIRED BRG AREA DL ON BODICE CHORD = 1J.0 PGF LOCATIONS REACTIONS REACTIONS SIZE SO IN. ISPECIESI OVERHANGS: 16.0" O.O" TOTAL LOAD = 42.0 PSF 0'- 0.0" -94/ 391V -24/ 9 4 H 5.50" 0.63 DF ( 625) 1'- 9.2" -54/ 34V O/ OH 5.50" 0.05 DF 1 625) LL - 25 PSF Ground Snow IPgI 2'- 11.8" -34/ 69V 0/ ON 1.50" 0.11 DF 1 6251 LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL 12 REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. OND. 2: Design checked fit net(-5 psfl uplift at 24 "o< spacing. B.DO BOTT CHDRD CHECKED FOR 10PSF LIVE LOAD. TOP BO AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. VERTICAL DEFLECTION LIMITS: LL=4/240, 7L=L/180 MAX LL DEFL -0.007" @ -1'- 4.0" Allowed 0.133" M = 0.178" MAIt TL CREEP DEFL -0.009" @ -l'- 4.0" Allowed TC PANEL :.L DEFL 0.002" @ 1'- 3.1" Allowed = 0.201" 1 MAX% TC PANEL ^L DEFL = 0.003" @ 1'- 3.1" Altowad = 0.302" MAX HORIE. LL DEFL -0.000" 4 2'- 11.C• MAN HOP Z. TL DEFL = -0 out 2 2'- 11.0" Design wnforma to ma wlndforce-resisting system and components r and cladding criteria. Wand: 19J :np h, T=i9.4�C, TCBL=4.'_,BCDL=E.'.'. ASCE :A1: Neig?.[sl, En l used, Cat.2, Exp.B. MW1R9 ID:[I. load dura[ior. factor-1.6, EndverUe Cal(s) a exposed to wind, Truss designed forwind loads in the plane of the truss only. to M-3x4 1 1-04 2-00 0-11-12 PROVIDE FULL BEARING;Jts:2,4,3 � u PRO R OFFSS �NGINEF9 /029 9782PE � JOB NAME : 17988 JT SMITH PL 2945 - SJ1 Scale: D.8259 WARMNOI: GENERAL NOTE., urM..dMM.•rcYE V I.auwlw.l.amlWm.m,.m.0 e..e,e-aa.e Gi-nl N.w I REGON n..e.Ne�Ne...eamvw1'u, ,,,•N,..m.�.e�.m 1�"e�newl 9� o Q' Truss: SJl .m W.m�w aam��w,�.mn.,.,�w. wPan.-'"Pm..l.ARM-1a, -1a,Im-me..v'w.,..a,..m 11 a m.m,a-®-Yro o--:.yaw dewlNa.n.l•amn. 3 I,m,Pm.mnammPwmN W.,-wn.ma a.-weary a.y.., 7"SI 'y ACS INbsIMN.ry b•a,9 bn-..tlNp A/M mnWNan MW'-M aO M..m b I.."ba-a.1 N.r.gvsEiry of T..,.vb,.'NY.rmlwm•nr.Ea,. Zai-c+--.01.110 ec,w.aNyWwdu]hw/oN DAT/E1: 12/1/2016 t.uw.•.-,.-m.eNn au-ew.y...o.. m-e1N-a, ..n-arw..4+-•emplcl.wm pA UL P\ SEQ. : K1565062 me.-yl.a m..r mx,w�+�..•u.nr.n W.w.m sem,Mas...,.w,.wm.r»,.w«e+ ...u, . roa.e a�m,�a.m-roe-N-+le..v a.a..•em e-. suaw.e,�,..ew-.-.m e.�e�".m,wt"o...•n�Wn. TRANS ID: LINK ..D.w.w.w,�..CJI M.rvyX r•-wm wwn.snen<,w.awn S nnnv...'a.ie., --, -no,..P-baem,^- EXPIRES: 12/31/2016 Ramflm p -. ..�m.,mNm n.w m .-.e.w,.Pae . Tb . December 1,2015 . >Npn YM1aa.M.wi0Nc1m 1v L,e4wm .lMT er 9.F.m.YM bbawa meMYm of vu-.W{L[M-.wemn TP.d.n BCS.a w.N w.n wl e.ku .,gcn nim- • . i MIT.e USA,ImsCompuTr SE%mre 767(1 LFE lO Fm l.•c mn.m PNw alpr,wL..w ESn-111,.E5n-1�flNn.a This design prepared IT om computer input by Pacific Lumber and Truss-BC LUMBER SPECIFICATIONS TRUSS SPAN - I1.8" IBC 2012 4AX MEMBER FORCES 4WR/GDF/Cg-1.00 TC 2x4 IF X16BTR LOAD DURATION INCREASE - 1.15 1-2=( o) 84 2-4-(0) 0 BC: 2.4 IF 016BTR SPACED 24.U" O.C. 2-3=(-128) 80 TO LATERAL SUPPORT - 12"CC. UON. LOADING BC LATERAL SUPPORT <- 12"OC. DOE. LLI 25.0',.DLI 1.01 ON TOP CHORD - 32.0 PSI BEARING MAX V'-'RT MAX HDRZ BEG REQUIRED BEG AREA DL ON BOTTOM CHORD - 10.0 POD LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES) OVERHANGS: 16.0" 0.0" TOTAL LOAD = 42.0 POE O- 1.0" -SO/ 388V -47/ 151H 5.50" 0.62 DF ( 625) 1'- 9.2" -41/ 154V 0/ OH 5.5D" 0.25 OF 1 625) LL = 25 PSE Ground Snav (Pg) 51- 11.8" -B2/ 143V 0/ OH L.SO" D.23 IF ! 625) LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL REQUIREMENTS OF SBC 2012 AND IRC 2012 NOT BEING MET. BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP COND. 2: Design checked for net(-5 psf) uplift at 24 spacing. AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. VERTICAL DEFLECTION LIMITS LL-L/240, TL=1/180 WAX LL OPEC - -;!.007" N - - 4.0" Allowed - 0.133" MAX TL CREEP CEFL - -u.009" @ -1'- 4.O" Allowed - 0.178" MAX BC PANEL LL CEFL - O.004" @ 1'- 0.1" Allowed 0.054" 3 MAX BC PANEL TL DEEP - -11.005" @ 1- 0.1" Allowed - 0.072" MAX HORIZ. _L DEFL - -0,001" @ 5'- 11." 8.00 MAX TORR. TL DEFL - -0.001" @ 5'- 11.0" Design conforms CO mindr-la-lelintny srstert. and I....nentsi and cladding Ca.er_a. Wind: 140 mph, h-20.4ft, TCDL 4.2,BCDL-6.0, ASCE 7-IL`, (All Heights), EnrloH, Cat 2, Exp.B, MWFRS(Dir), load duration factor -1.6, End verticallsl are exposed t0 wind, 5 degned for w ind 1Dads in � si he p!.r. of the tris oUlr. O 4 M-3x4 L 1-04 2-00 3-11-12 PROVIDE FULL BEARING;Jce:2 9 3 'Eu PRO FFSS �NGINE F9 1 8P782 E v� JOB NAME : 17988 JT SMITH PL 2945 - SJ2 7� Scale: 0.5654 YYPNIIpt: GENERAL NOTES. WwMMrvnr rqW V 43 a ) Truss: SJ2 .,awryrG•ew.mm�.wao m.»•M..�«•r�M��Y� .1d,�M�pa��aanp�.�r..,.'^""Nn:m�wn;��ar� OREGON � 9,� bmm•-m ��Nm rm. Impm �.n. m a .M1a�B (i L Q Ym.bM1wY._ •YN . Nm.mm D, . , Mb . ,,�n, w�br,.Mrrr� y qRY X52 t� '..rnrNM1Mr mN.«.wr Aewn.l mnmmm a.sGm TmN,uYnlG�a r.Y.dn'.Ir.,Yr e.re r.my. mn Nr DATE: 12/1/2015 nowm�um�nM.wmb�xraw einem anyr. sanpaenao�aM1wnibi.n�..e�„(°,,N; „;.:tl`ateq PAUL. SEQ. : K1565063 wY.aNrv,NB..NRwNY.nr m^'w'.MOM MYr.n e,.a,N.m • ImM1nmonmb,...n.n.Pome4m mm.r.m.m..m e.m,. • M1W nmrgY•MXm Nn NOW•nYbM pnM1ryun S.O.up� bb u•]in•rommnow.m.Onrml, a,kM•Be mr',a yMnUb •r•br�Sry mMgm••M ua wa TRANS ID: LINK s co-m,rn.1.•mmma<wr me•.b.•mr.rOrw.p brN. a G.nT we..rxgnw.rPP.rY N.wnsmm o...aN.n EXPIRES: 12/31/2016 bboMn.I.Mn4_.M1pnn•M�MbW Ol m�rpv.rib > 0.W^wmn MNO•r•TlieP nPeMM eTH.,.Y„bMn..NN�. . .I. .a-wan e, 8.elWN111WwaYaonmYam,0mom.and 0-w vmrwr December1,2015 I".A'.BON ..MW -II M I..u,ae'.. cerci].wM NM mnYrin••. • •. • • MIT@k USl,lnc/LamWTrus Sol .r&7G7(1L}E 10�wN YrYti µYMpnwb••r.E$R-t3tl.ESN-ree91µia1 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 3/" Center plate on joint unless x,y 6u4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property 4 offsets are indicated. I I (Drawings not to scale) Damage or Personal Injury Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1 2 3 I. Additional stability bracing for truss system,e.g. and fully embed teeth. TOP CHORDS diagonal or x-bracing,is atvays required. See BCSI. as C23 2. Truss bracing must be designed by an engineer.For 0-1/1 L 4 wide truss spacing,individual lateral braces themselves 0 WEB$ ca may require bracing,or alternative Tor I O w w ,. 3 a Q bracing should be considered. U 1J = e O 3. Never exceed the design loading shown and never U 3v� u U stack materials on inadequately braced trusses. 0 C Provide copies of this truss design to the building For 4 x 2 Orientation,locate -� designer,erection supervisor,properly owner and plates 0-'na from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI I. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI I. Plate location details available in Mrrek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9 Unleuse ss expressly rely not e,this preservative nottreapplicable or for lumber. ICC-ES Reports: The first dimension is the plate 10.Camber is a non-structural consideration and is the width measured perpendicular ESR-1311, ESR-1352, ESR 1988 responsibility of truss fabricator.General practice is to 4 x 4 to slots.Second dimension is ER-3907,ESR-2362, ESR-1397, ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,minimum plating and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and Southern Pine lumber designations are as follows: in all respects,equal to or better than that Indicated by symbol shown and/or SYP represents values 05 Published specified. b text in the bracing section of the by AwC in the appro012 NDS Y 9 SP represents ALSC approved/new values 13.top chords must be sheathed or purlins provided at output. Use T or I bracing with effective date of June 1,2013 spacing indicated on design. if indicated. 14.Bottom chords require lateral bracing at 10 ft.spacing. BEARING or less,if no ceiling is installed,unless otherwise noted. 15.Connections not shown are the responsibility of others. Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports) occur. Icons vary but ©2012 M7ek0 All Rights Reserved approval of an engineer. reaction section indicates joint number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. _fig 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with Industry Standards: project engineer before use. ANSI/TPI l: National Design Specification for Metal 19.Review all portions of this design(front,bock,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewng pictures alone DSB-89: Design Standard for Bracing. is not sufficient. BCSI: BuildingComponent Safe} Information, 20.Design assumes manufacture in accordance with x p v I e g Guide to Good Practice for Handling, ANs/rPl I Quarry criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:Mll-7473 rev.01/29/2013 t