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Plans p^ S / J1 UO w Gfd�GC�Gc 11-23-15 NAoseburg s�2:31pm 4 f l—A l rtal—ts Cumpcl- 1 of 1 CS Beam 4.13.0.3 k'mBeamEttgitte 4.13.1.1 Materials Database 1519 Member Data Description:UPPER Member Type:Joist Application: Floor COMMON SPAN Top Lateral Bracing: Continuous Bottom Lateral Bracing:Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 40 PSF Deflection Criteria: U480 live, U240 total Dead Load: 12 PSF Deck Connection:Glued&Nailed Filename:Beam1 17 6 0 m m 17 6 0 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall DFL Plate(625psi) 5.000" 1.750" 706# — 2 17' 6.000" Wall DFL Plate(625psi) 3.000" 1.750" 706# — Maximum Load Case Reactions Used for applying point loads(or line loads)to carrying members Live Dead 1 543#(340p1f) 163#(102ptf) 2 5a 340 1s 102 Design spans 16'11.750" Product: 14" RFPI-40 19.2" O.C. PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Lateral support is required at each bearing. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 29981 57854 51% 8.83' Total Load D+L Shear 7061 1770.# 39% 0' Total Load D+L End Reaction 7064 1394.# 50% 17.5' Total Load D+L TL Deflection 0.2767" 0.8490" L/736 8.83' Total Load D+L LL Deflection 0.2129" 0.4245" U957 8.83' Total Load L Control: Pos.Moment DOLS: Live=100% Snoar--115% Roof--125% Wind=160% All product names ars trademarks of their respective owners Eric Duncan ® Pacific Lumber&Truss Co. Copyright(c)zofs by Simpson strong-re Company Inc.ALL wcHrs rzEselxvso. 10515 SW Allen Blvd. "Passing is defined as when the member,floor jdst,beam or girder,sfw on this drawing meals applicable design critena for Loads,Loading Conditions,and Spans listed on this sheet.The design Beaverton OR 97005 must be reviewed by a qualified designer or design professional as required for approval.This design assumes product installation according to the manufacturer's specifications. (503)793-8368 edcd@paclumber.com J4 11-23-15 t4RIolseburg 2:38pm A Fund piaouct.,Company 1 of 1 CS Beam 4.13.0.3 kmBeamEngine 4.13.1.1 Materials Database 1519 Member Data Description:UPPER Member Type:Joist Application: Floor SPAN @ WALL Top Lateral Bracing: Continuous Bottom Lateral Bracing:Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 40 PSF Deflection Criteria: U480 live,U240 total Dead Load: 12 PSF Deck Connection:Glued&Nailed Filename:Beam1 Other Loads Type Other Dead (Description) Side Begin End start End Start End Category Replacement Uniform(PSF) Top 0' 0.00" 5' 8.00" 15 12 Live Point(PLF) Top 5' 8.00" 130 88 Snow Replacement Uniform(PSF) Top 5' 8.00" 15' 4.00" 40 12 Live Replacement Uniform(PSF) Top 5' 8.00" 20' 5.50" 15 12 Live Point(PLF) Top 15' 4.00" 13 88 Snow Point(PLF) Top 15' 4.00" 0 100 Live Point PLF To 5' 8.00" 0 100 Live 2058 2058 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall DFL Plate(625psi) 3.500" 1.750" 698# - 2 20' 5.500" Wall DFL Plate(625psi) 3.500" 1.750" 722# - Maximum Load Case Reactions Used for applying point loads(or line loads)to carrying members Live Snow Dead 1 338#(338pif) 98ptf) 359#(359PH) 2 349#(349pn 4W454W45PM 37 373 Design spans 20' 0.250" Product: 14" RFPI-40 12.0"O.C. PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Lateral support is required at each bearing. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 42334 5785.# 73% 10.23' Total Load D+L Shear 7221 17704 40% 20.46' Total Load D+L End Reaction 7224 14724 49% 20.46' Total Load D+L TL Deflection 0.5444" 1.0010" U441 10.23' Total Load D+L LL Deflection 0.2760" 0.5005" U870 10.23' Total Load L Control: Pos.Moment DOLS: Live=100% Snow---115% Root-125% Wind=160% All product names are trademarks of their respective owners Eric Duncan ® Pacific Lumber&Truss Co. r copyright(c)2015 by simpeon stmrg-re company inc.ALL aic,riTS RESERVED. 10515 SW Allen Blvd. —Passing is defined as when the member,floor just,beam or gintx,drown m this drawing meets applicable design criteria for Losds,Loading Conditions,and Spam listed on this street.The design Beaverton OR 97005 must be reviewed by a qualified designer or design professional as required for approval.This design assumes product installation acmrdirg to the manufacturers specifications. (503)793-8368 ericd@paclumber.com J4 (16"O.C.) 11-23-15 t4Rosebtirg 2:40pm A fort-A Pn Klucic(.umP:up 1 of] CS Beam 4.13.0.3 IanBearttEagice 4.13.1.1 Materials Database 1519 Member Data Description:UPPER Member Type:Joist Application:Floor COMMON SPAN Top Lateral Bracing:Continuous Bottom Lateral Bracing:Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 40 PSF Deflection Criteria: U480 live, U240 total Dead Load: 12 PSF Deck Connection:Glued&Nailed Filename:Beam1 2058 2058 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall DFL Plate(625psi) 1.750" 1.750" 704# — 2 20' 5.500" Wall DFL Plate(625psi) 1.750" 1.750" 704# — Maximum Load Case Reactions Used for appying point loads(or line loads)to carrying members Live Dead 1 542#(406ptf) 163#(122ptf) 2 54 406 16 122 Design spans 20' 3.750" Product: 14" RFPI-40 16.0" O.C. PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Lateral support is required at each bearing. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 35764 57854 61% 10.23' Total Load 113+11- Shear +LShear 7044 1770.# 39% 0' Total Load D+L End Reaction 704.# 12004 58% 20.46' Total Load ll TL Deflection 0.4608" 1.0156" U528 10.23' Total Load D+L LL Deflection 0.3545" 0.5078" U687 10.23' Total Load L Control: LL Deflection DOLS: Live=100% Snow--115% Roof--125% Wind=160% EMMAll product names are trademarks of their respective owners Eric Duncan ® Pacific Lumber&Truss Co. n Copyright(c)zots by simpeon strono-re Company Inc.ALL RIGHTS RESERVED. 10515 SW Allen Blvd. "Passing is defined as when the member,floor joist,beam or girder,shown on this drawing meals applicable design critana for Loads,Loading Conditions,and Spans listed on this sheet.The design Beaverton OR 97005 must be reviewed by a qualified designer or design professional as required for approval.This design assumes product installation according to the manufacturer's specifications. (53)793-6366 edod@paclumber.com MiTek$ MiTek USA, Inc. 250 Klug Circle Corona,CA 92880 951-245-9525 Re: 17995 SAGE BUILT 3980 ROOF DESIGN INFO 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: K1552143 thru K1552204 My license renewal date for the state of Oregon is December 31,2016. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © RF#GIN O��� 89782PE OREG �8�8= November 24,2015 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. I -h:s d—qn prepared frog,compete-input by _a..i__c :amber and—ss-BC LUIIDER SPECIFICATIONS TRUSS SPAN 91- P.P. rONP. 2: Design checked far net(-5 psf) uplift at 24 ^ spacing. TC: 2.4 DF 416BTR LOAD DURATION INCREASE=1.15 Cesign conforms t wi ndf orce-resist—,ti, BC: '_x4 DF Y15BTR SPACED 24.0-O.C. system ald c en.s and cladiinq C LATERA:.SIPPORT<- _^OC."ON. LOADING 9C LATERA:,S::PPOR':<= 12^OC.UON. LL'25.07 ADL( 7.0) ON TOP CHORD= 3 PSc' W:nd: :4.^,mph, h--:.6ft, :CDL-4.2,BCD�6.0, ASCE Y-:0, DL ON BOTTOM CHORD 10.0 PPF ;Ali He rghts„ E.sc':osed, C­2' .a. Exp.B, MWFRS(D.r), TOTAL LOAD= 42.0 PSF oad duration factor=1.6, End vertSe cats) a expoo sed t wind, LL=25 PSF Ground Snow (Pq) uss designed forwind loads che pane o_ the [_us.,on.y. LIMITED STORAGE DOES NOT APPLY DUE 70 THP SPAT-AL REQUIREME-S OF_BC 2012 AND=RC 201--NOT BEING MET. able end r. s bearing v UON. BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP -1x2 o equals:yp ical•a tud v AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. efer t ompu Trus gable end detailtfors moleee�pecificsc ion:. 4-10 4-10 WHEN A FLAT BOTTOM CHORD GABLE TRUSS SUPPORTED ON TOP 12 12 OF A BEARING WALL SITS NEXT TO SCISSOR TYPE TRUSS(ES), I I M-4x4 A HINGE TYPE CONNECTION WALL BE CREATED BETWEEN THE 12'0° TOP PLATE OF THE BEARING WALL AND THE BOTTOM CHORD OF THE GABLE TRUSS DUE TO THE LACK OF LATERAL BRACING PROVIDED By A RIGID CEILING AT THE HINGE CONNECTION POINT.THE TRUSS DESIGNER ASSUMES NO RESPONSIBILITY FOR THE DESIGN OF THE LATERAL BRACING TO THIS HINGE CONNECTION SATUATION.COMPETENT PROFESSIONAL ADVICE MUST BE OBTAINED RELATIVE TO THE PROPER LATERAL BRACING TO THE HINGE CONNECTION SITUATION. /M-3x4 M-3x4 �� ' a-07 s-oe 0-07 PROFESS �ypIN t� 89782PE JOB NAME: 17995 SAGE BUILT 3980 — Al Truss: Al «a x. ..•� Ta.a.w' «n o...«.'.•ro...m.n�«.a w• ,�OK(30N e.a. maaw MAaor«wrr d•v'.o.,.rew..m ww• �w ne,..a4e n.e.rr wMo Jl. rr'«w•+rira�w•mx•ae•wriv.rnyd =.�nc••.F n.ae m,eayieu nwrwp,h Aw V DATE: 11/23/2015 i«on«wM1 aun drrq a«pir a ye,pgpry«gvlwYb•«�p,•ynar,�i�a...i. ) �PAUL SEQ.: K1552143 roe.ewWae.«d+e°'^'m'e"",.unw.(s,ro-..,,y.e ew«eaerw..e.'•«.«r.nau.,.wo,.�.a.ex �ra•..«map+n,exmem..wn«r�«a.o.ru.. s.o�.,o,...,.,..eve«..c na.an.mnm,w.«..e,^,.r• TRANS ID: LINK e�w'wa.e.•m.em.n.aa'wa.M .�.awm�amra�... s m«T.Ms. •..ao ....«.�n�a. a ..N• �.. PP. «w « .r.4.a EXPIRES:1 213 7/201 8 rn.a.a'•n.nrw•w«+mu.. .ranw 'D­—d"'"°-a:•oe�an r..�duNovember 24,2015 MTMIIBH,IrcF•nquTru sawn]0 T(1L}E oerrm ps�ra�0' unr[s..ia,i.Esf.,oee Ma.q >r "F.=s design prepared from.computer input. by Pathic 1,11 era Truss-BC I, ER SPECIFICATIONS TRUSS SPAN 9'- S.0^ IBC D^,1' PAE-BER FORCES 1-1GDF/Cq=-.00 TC: 2.4 DF N-sBTR :.OAD DURAT_CN :NCRFASE_ ... -'__( 01 47 6=(-Sfi) 399 6-?=(0) 4^_� BC: 2x4 J1 t16BTR SPACED .4.J"O.C. -3=(-5441 99 6-4=(-56) 399 WEBS: 2.4 DE STAN' 4-3-4 -553) 99 SOA:ING TC LATERAL SUPPORT<- 1:^CC. UON. LL; '_5.0),.^.L( -) ON TOP C:iORD- 32.0 PSE BC LATERAL SUPPORT<-12"OC. UCN. .^.L ON BOTTOM CHORD- 10.0 PSE TOTAL:.OAD- 4 .0 PSE BEARING MA%VERT MAK HORZ BRC REQUIRED BRG AREA OVERHANGS: 1.0^ 7.0" 1.TONS REACTIONS REACTIONS SIZE SQ.IN. (S PECIF,S) ....-_5 PST around Snow :11) -83/ 47'_V -133/ 133H 0.76 JF ( 625) 5.50• 9'- 9.0" -95/ 473V .^./ OH 5.SD^ 0.76 DE ( 6:1I I-DIED STORAGE DOES NO'A-1 D,:E TO'Fie.SPA''AL REQUIREMENTS OF:BC 20:.'ANC IRC=.,,2 NO"BE_YG XET. BOT TCM CHORD CHECKED FOR IOPSF LIVE LOAD. TOP OND. 2: Desiqn checked for-;-5 psf) uplift at 24 ^ spacing. AND BOTTCP.CHORD L=VE LOADS ACT NON-CONCURRENTLY. VERTICAL DEFLECTION LIMITS: :.a=E/'_40, TL-:./:90 JUf:.L DEFL=-0.0^0•P 0'--7.0^ Al-_owed 0.059^ MAK TL CREEP DEFL=-S.000•@ 0'--7.1" A-',-- 0.018^ 4-10 9-10 MAX T:,CREEP PEEL -0.18^@ 4'-10.0• All - 0.583^ MAX LL DEFL -0.000•@ -0'- ].0^ Allowed 0.058^ MAX TL CREEP PEEL=-O.ODO•@ 10'- J.0" Allowed 0.078^ le_ M-9x6 12 PAX TC PANEL LL DEFL C.179"@ 2'- 9.6^ Allowed 0.366^ .2.00 '-'00 MAX NOR IZ. LL PEEL 0.013•@ 9'- '_.5" MAX HOR:Z. TL SEF_= 0.02-2"@ 9'- _.., II Design conforms c intlfo rce-resisting system and components and c;adding cr:_er:a. :40 mph, h--3E,, 7CD_=4.2,BC-6.0, ASCE 7-1D, ;All He:qh:s), Enclosed, .at.._, Erp.B, -SID-), oaa aarac ion fancor=1.6, a exposed c wine. T,.-designed fe,ewmd mads ino the plane of the tress-:y.M-5x6 M-3x4 M-3x4 Q 6.DD 6.0o p i. y y y } y 0-07 4-10 4-10 0-07 } ED PHO 9-o8 a; 89782PE JOB NAME: 17995 SAGE BUILT 3980 - A2 Scale: 0.30d= •� YWMINOe: BIl1111L IIblese. unbs atlrrxr Ma. Truss: A2 ......�..�.b. .l F,�,LiREK30N �. ...���.aa�a�a.�.r. �@�m�".wAF�.lyd..v'@.......,d,m@. e� ..n'@^b+e..resa..b.es..... �.w.«,.b.�.ses.bw ab.ma.caw.e "� '���1� 3.9eeeo.Inaoonry b.upb.wn es.Mp J�np mesbmi T.O.V' en bnN eo�nmwM1be.YrW nrbE• _a�..�....... a..�. - DATE: 11/23/2015 ..@...d.,.b.d...,....- ."'°""""""°"'°"`°'^'m°"'°'b""'"`°r"'"eo) PAUL a\ b In..1 bbV'9 ae bores besrq�v+•.a.M..eso� SEQ.: K1552144 a bm......a'a+wx.m».na,n.rl.w...�m.. s.�es�.m..v.... w....-�.......re...M TRANS ID: LINK a.�w bw e..opwbesp mnw..b. .m es.b.yr matim.�ww.�ui•e 9 R.....�a....... ...�.d.b,. a dg..b.N(�.�@... �a.M.. ��.e...@.. EXPIRES:12131=15 November 24,2015 e rties.n..n mbe.a eun e.�aw...,aow4.m....mes rvru.ecs.os..a.nn run...b.a.w•�.a++ .e�l....ar.w W" -Cx TR sones.:.T4.1(1L)-E 10 s de s:9r,prepared from computer inp,'_by p....i, :.�mbe-and Truss-BC LUMBER SPECIFICATIONS 9-08-00 GIRDER SUPPORTING 37-09-00 FROM 1-00-00-0 9-08-00 19C 2012 MA%MEMBER FORCES 4WR/GDF/Cq=1.00 TC: 2x4 DF Y16BTR LOAD DURATION INCREASE=1.15 (Non-Rep) -2=(-2978) 694 1-4=(-936) 1948 4-2=(-906) 395C BC: =x8 DF Y2 '-3=;-29]8) 699 4-3-(-9367 1948 WEBS: _x8 DF SS; LOADING 'x6 DF Y"A LL='5 PSF G and Snow (Pq) ?C 1IF LL( 51.OIJL( 19.01= 64.0?LF 0'- 0.0'TC 9'- B.C"V 9EAR:NG M^X VER'" :AY.HORZ BRG REQUIRED BRG AREA TC LATERA:.SUPPORT<=12'11.L'CN. BC UNIF LL( O.O�CL( 20.07= 'D.0 PLF 0'- 0.0'TO 0.0^V LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES) BC LATERAL SUPPORT<=12-OC.UCH. BC UNI:LL( 496.9)�DL( 323.9)- )"10.8 PLF 1'- 0.0'TO 9'- 8.0"V 0'- 0.0" -1447/ 63 S"IV -114/ 119H IO.i] pF ( 6257 40C2V 0/ 0!I 5.50" 6.44 DF ( 6257 ADDL: BC CONC LL,DL- 3061.0 LBS @ 0- 6.0• ( 2 ) comp:ety crusses requ:retl. Accac.^.2 p Y ic!:3'x.131 .IA GUN :.IMITED STORAGE DOES NOT APPLY DI;E'0 TF!E SPAT!A:. ails st a99ereW: REQ/%i REMENTS OF.BC 211'_AND IRC 20:2 NOT BE1NG Mme... OND. ^_: Des:n checked:or ne;-5 s-`7 a.if:a' C4 "oc aci� rov(s7 throughout_x9 cop chords, 6^o ow(s7 throughout 3x8 bottom chords, BOTTOM CHORD CHECKED FOR lOPSE LIVE LOAD. TOP VERTICAL DEF'.ECTION:.:MiTS: LL=L/'40, TL /180 9^oc :n ro (s) th rou9hout 2.6 webs. AND BOTTOM CHORD LIVE LOADS ACT NON-CONCCIRRE.NT LY. MAX L CREEP DE FL -0.170^@ 4'-10.0' A1loved MA% TO?ANF.1.!.1,DE FL 0.185^@ 6'-10.J" Allowed- 0.310^ "HANGER BY OTHERS TO APPLY CONC.LOAD(S)EQUALLY TO ALL MEMBERS. —'10 11- L_DE FL= --l"1 9'- 2.s^ :.AX i!ORIZ. DEFL 0.D';6"a 9'- _.5 4-10 4-10 Design 1' l2 conforms to ma windforce-restst Lnq M-4x6 sysrem and components and 1-ddic9 crcteria. 00 4 D,• End a:(1)aose s erpd .-d,Trussed signed for vied loads 1n the pi—of the truss on:y. A M-5x16 M-5x16 M-3x10 L*3061t�� 4-10 4-10 PRO 9-08 -ckft-o 782PE � JOB NAME: 17995 SAGE BUILT 3980 - A3 -. Irf! Scale: O.d;89 . .omm e..a..aarowaws 1 rn.9..v' .+r @.nl.nn w.:..e.n,...ew.l Truss: A3 „„. a �„., .�, a+4.w n.@wr+ e.Pc.1..d..ew.on ()REC30N Q � Jripaltl.wlu.Wseer.I P.^.�Ibv'Oa Te.. e.nw.rb+Y uvam'uV�..MrnI�W i DATE: 11/23/2015 e.'.e.a..rrrennrsea.p'. s bmn.a eaa�a�ea wee v.�.. ...�"""e". �PAUL A SEQ.: K1552145 �. TRANS ID: LINK ��. m �aw..M EXPIRES.12/3112016 s.mwm..s.^..a.naMm.mnmre�dwnm..n a.a...1y. ' November 24,2015 MITN UE�,Irc.R:ompuTlu Sallw.n].8.](1 L}E.eve 0�.^even Dnp.wun w-1311,E9i-tM1 ryrtwq +' t TI.—design prepared` omputer input by P_II Ic Lumber and T,,--BC LUMBER SPECIFICATIONS TRUSS SPA' !1'-'0.0^ OND. Des:gn checked for net(-5 psf) uplift at 24^ spacing. TO: 2.4 DF 4IIBTR LOAD DURAT-ON INCREASE-1.15 BC: 0x4 DF♦ISBTR SPACED 'd.0•D.C. xsign c n rms-o ma wind`.O rce-res.s.:ny cys�.ert,a�decomponen.s and c:adding TC LATERA:.SUPPORT<= 1=•OC. U— LOADING - BC LATERAL SUPPORT<=12-CC. USN. LL(25.01.DL( ].0; ON TOP CHORD= 3_.3 PSF Wind: 14U mph, h=_...'.ft, TCDD 4._,9CDL-6.D, ASCE]-10, DL ON BOTT[M1 CHORE 10.0 PSF (A1.He fights), Enclosed, 1al..2., Erp.O, MWFRS(Bir), TOTAL LOAD 4'..^.PSF loatl du[a[ion factor=l.6, End v al(sl a exposed:o. wind, LL=05 PSF;ro.:nd Snow (Pq) Tri:ssede signed for wand;oads .n _..e plane c. the _rs—Y. LIMITED STONAOE DOES NOT APPLY DUE TO THE SPATIAL REQUIREMENTS DF IBC-Dl-AND IRC-012 NOT BEING MET. abie and truss on conn us bearing wall EON. I'll BOTTOM CHORD CHECKED FOR IOPSF LIVE LOAD. TOP -lx. equal typical a Cud vert rale. AND BOTTOM CHORD LIVE LOADS ACT NON-CO—JRREMTLY. or afar to CompuTrus gab:erentl de!ai it fv. Cmplece specifica�ions. 5-11 5-11 WHEN A FLAT BOTTOM CHORD GABLE TRUSS SUPPORTED ON TOP 12 1 IM-4x4 12 OF A BEARING WALL SITS NE)(T TO SCISSOR TYPE TRUSS(ES, A HINGE TYPE CONNECTION WILL BE CREATED BETWEEN THE TOP PLATE OF THE BEARING WALL AND THE BOTTOM CHORD OF THE GABLE TRUSS DUE TO THE LACK OF LATERAL BRACING PROVIDED BY A RIGID CEILING AT THE HINGE CONNECTION POINT.THE TRUSS DESIGNER ASSUMES NO RESPONSIBILITY FOR THE DESIGN OF THE LATERAL BRACING TO THIS HINGE CONNECTION SATUATION.COMPETENT PROFESSIONAL ADVICE MUST BE OBTAINED RELATIVE TO THE PROPER LATERAL BRACING TO THE HINGE CONNECTION SITUATION. o M-3x4 M-3x4 o—V 11-1U o-D7+ ��RED PROpFs� IN 782PE JOB NAME: 17995 SAGE BUILT 3980 - Bl Sca_e: 0.3841 ..N /�p�/�/��� wMtq NcuNb Nr,YN1NN lJ�wnl NNs Y Tn tlnpn a.r Nn�Yiawn.M sb.n nN.WN �r ORCGON Truss: Bl ,,�,..,.�F�.ry�bw.NNNpN:N9m�utlm �o.v� tl.bpNNOobintivdbE.NMNIrbNatlN ^7 RY � J DATE: 11/23/2015 a,....:.NwNN.�N..,,..- �..NN.v a-===WTC.e"�",`.'""re`1 PAUL A\ SEQ.: K1552146 "°°•'r'"'tl°"�a•°e'"W's"""n°"""wel.ew.,�a i.�.�.,nwee.. I.NnN..mm�.MY NgNmIM+NquNMlwO.p.�rlMn S.LWSm axrr n m.nm,mvrw.nm:onm.N, TRANS ID: LINK a�—.wwae.nr mmw.. Nb N•var mmn'am...�� EXPIRES.12/31=16 November 24,2015 _ _ w .R.rw.coN4m aNn ou.Nva..ro Nae.o N..u.. MRM IIfiA.ImcXa TU SNIwn 7.67(lb-E 10. es ..pi.Niw Nw E.i-f31t.[s(-1oee MrtNp Th-s d-g,.prepared from c..p...r input by .a__ :.umber and Truss-BC LN ER SPECIFICATIONSTRUSS SPAN I1'-10.0^ 1:C 2012 MAX MEMBER FORCES 4WR/GDF/Cq=1.00 TC: '_x4 OF#IIBTR LOAD DURATION INCREASE=1.15 1-2=( 01 47 2-6-(-73) 513 6-3=(0 546 BC: 2.d DF Y16BTR SPACED 24.0"O.C. 2-3=(-695) 126 6-4=(-73) 513 WEBS: '_x4 DF STAND 3-4-(-705) :'_6 LOADING 4-5-1 97 TC:ATERALSLPPORT<- 2.00.UCN. LL(25.0),DL( 7.0) ON 70P CHORD 3:.0 PSF BC LATERAL SPORT<=I2-OC.1.. DL ON BOTTOM CHORD- 10.0 PSF 'TOTAL LOAD 42.0 ISE BEARING MAN VERT MA%HORZ BRG REQUIRED BRG AREA OVERHANGS: 7.0" 7.0^ LCCATiDNS REACTIONS REACTIONS SIZE EQ.IN. (SPECIES) LL=25 PSF sl-d Snow (Pg) 0'- 0.0" -10]/ 563' -16Z/ 162. 5.50• 0.90 DE ( 625) l I'- 564' 0/ OH 5.SD^ D.90 DF ( 62 5) LIMITED STORAGE DOES NO-APPLY DUE TO THE SPATIAL REQU:REM£NTS OF:BC 20:2 AND IRC_012 NOT BE:N,^„E T. BOTTOM CHORD CHECKED FOR IDPEF LIVE LOAD. TOP ONO. 2: Design checked for net(-5 psf) pl-ft at 24 spacing. AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. ION LIMITS: 1-1./^40, Tl.i./'.90 MAY.L1.DE FL -D.000^@ I-].0^ Allowetl C.058" AX." -RFFP DEFL -0.000^@ -].0" Allowed- ,^.,078" CREEP OF--_- .265•@ 5'-'1.3" A.:owed 5-11 5-11 :A% :.L DEF2=-0.0;0^a - Ai�owed 0.059^ MAX TL CREEP DEFL -0.000"@ 12'- 5.0" Allowed- 0.0]9" MA%TC PANEL I.L DE FL= 0.3]5•@ 3'- 4.5" Allowed- 0.469^ 12 12 M-4x6 MAX.NOR IZ. LL DEF:. 0.021"@ II'- 4.5^ 12.00 HOR:2. T:.11- 0.035^P 1='- 4.S^ 34.0" Des iqn conform.. inatorce-resisc'ny ...,stem and compo...[.and c:adding-i'.ria. Wird: 143 mph, h-23.-, TCD'.=4.=,BCDL=6.C, ASCE 7-10, (A`1 Heigh[..;, Enclosed, C.1.2, Exp.B, MWFRS;DN r), s designed t., wend loads fn She ohne of thet cuss M-5x6 M-3x4 M-3x4 o 4 6.01 6.oc p 0-07 5-11 5-11 0-07 GEED PRUFF 11-10 �QI `�'3'j+�?+ 4 89782PE JOB NAME: 17995 SAGE BUILT 3980 - B2 f&is Na...m.mv.no,Nwme.p.W>w r,..lx rmea O°�, XOTx�• amnw mr.n Truss: B2 W.n�,�m.m„�m�. C1RE13QN TA � ;.tea.. DATE: 11/23/2015 au.�.ym.nw dfti rubper.ply a.y"pra y.pysy.�,p,,,.. Olywn, l P/{U.` SEQ.: K1552147 "�^m�^ d+�m•,r«w.�.�.mlmr rrAw.m .1 aw..o.+wwrae.'..or...aa.m,. TRANS ID: LINK aw.be e..ww.am.n«w.M '+h mrd«. 5 ....ma..4« EXPIRES:12/31/2016 November 24,2015 MiT.t UN1,1m.CenwTrw son..�7.e](1 L}E� fo�e.�.m n�..v�w..«esafsf f.eaafaee ryrt.m r � s aesi9n p:epa:etl ompute: input by ,, Paci`:c 1and T.u.s BC LUMBER SPECIFICATIONS 11-10-00 GIRDER SUPPORTING ]9-09-00 FROM D-00-00 TO --00-00 IBC`012 MA%MEMBER FORCES 4WR/GDF/^_q=1.00 TC: 2x4 DF 416BTR LOAD::� T:ON INCREAS_'.-1.15 (Noc-Rep) 1-^ -d 99C� ]'6C ]- BC: 2x6 DF t2 -3-(-349,1 050 -9=(-'116; J234 -6-(-:.�8) 384 WEBS: 2xd DF STAND; -4-(-3<96: 948 3-9=(-4d01 .3.9 9-a-=;<6) 4694 2x6 DF SS A; 25 PS FT0. end Snov (P91 4- -3660) 790 9-5=(-490; 23_6 3-4=( -139) 234 _ ro f 22x6 OF e2 B TC-IF LL( 50.0) (` 14.0)- 64.0 PLF 0'- 0.0"TO 1:'-I0.0"V 5-6=( 0) 46 4-9-( BC UNIF LL( 9�1.9).DL( 350.9)- 912.9 PLF 0'- 0.0^TO 5'- 0.0^V TC LATERAL SUPPORT<=12"OC. DON. BC UNIF ILl DL( 20.0)- 20.0 PLF S'- 0.0"TO 1t'-10.0"V BC LATERAL SUPPORT<- .2"CC.IJCN. BEARING MAX Vk'.RT MAX HQRZ BRG REQUIRE BRG AREA ADDL:BC CONC K_9.0 LBS a :0,0^ LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SP[C:ES) OVERHANGS: 0.0^ 7.0^ 9.12 JDF F ( 6251 25V 0• LIMITED STORAGE DO:S NOT APPLY 7 THE SPATIA_. __- -595/ '93]V9.69 ( 6251 REQUIREMENTS OF IBC 20:^AND IRC 2-I'NOT BEING MET. ( ) comp le[e trusses required. BOTTOM CHORD CHECKED FOR 1()PSF LIVE LOAD. TOP A[[ach 2 p1Y with 3^x.1]1 DIA GUN AND BOTTOM CHORD LIVE (.DADS ACT VON-CONN RRENTLY. CND. 2: Desi n checked for net(-5 sf) a lift.aC-4 ^oc ;n ails staggered: n9•o n 1 row(sl throughout 2x4 cop chords, 6^o ov(s7 throughout .x6 tto chords, VERTICAL]Ek'i:.'.;:ON.:NITS: ;,=:./.dC, ./:9^, 9•o ov(s) th roughou[.2x4 vebs,m MA%':.DEF:.- 0.C.0^@ -Y1:.0^ Allowetl 9^oc in yowls) throughout 2x6 webs. MAX TL CREEP DEFL -0.070^@ 5'-1:.0^ A�lowed - C. 29^ N'NX I.L DEFL=-0.000^@ 12'- 5.0^ Ai loved- O.olE. MAX TL CREEP DEFL -0.000^@ 12'- 5.0^ Allowed 0.079^ 5-11 5-11 MAX HCRIZ. LL DEFL -0.005^C 3-04-14 2-06-02 2-06-02 3-04-14 :Ax Hca:Z. " DFFL Talo^@ 12 M-4x6 1" Design conforms to ma vindtoIce-resis[inp 12.00 :2.00 system and components and claatlinq cr_te r'i a. 9.0" Wind: 140 mpF., ', ;A1: Hel9hts), Enclosed, -HANGER BY OTHERS TO APPLY CONC.LOAD(S)EQUALLY TO ALL MEMBERS. fi:,a�erc<al(s) ar exposed m wine, s aes_gnea f ind_oatls .nu the plane of the vt-on'.Y. M-3x5 M-3x5 B M-5x16 o M-3xB -M-10x10 M-1.5.3 M-5x16 0 ). *32291 } ; PRO/� 3-03-02 ; 2-07-14 2-07-14 PRO 3-03-02 cl 11-10 0-07L 782PE JOB NAME: 17995 SAGE BUILT 3980 - B3 6cale: , Truss: B3 ow.mNar w`�'"° ww www wr.a.arae.w.i Q�EG wvr�•a�e.rww.w .•ne.uvw au .acres M ae.ww�w.m.w rewww :aearor.w.w eR,wwl+r wwe.ew.w rewr. wroewe6r am.mu,e e.o»ra a.Aeerw.(e.nwwn�9e.mw+.ewmww wwwww� :o:rP m.en romm cnwe<n e.�rrr v..er '9 '9RY 1g f(f J DATE: 11/23/2015 ewwwpae.eluparpr mwwwaerwrgwrJtrpr."4ernpfrq.nn"nywWs) PAUL A` aew.wbWaw yeses br*9 wee..a+tw.awr.. �'i SEQ.: K1552148 wer..raa.oeee,rr wmcr.a wmar raw+.e..e iwer.rw a.er eee wtran.�.w6.weo.ew �trerw.ewwnprr.nen rwr rnrn.m we.wdrn,. s.�r.� weeee.rterw w..�eem.M TRANS ID: LINK 9rea oyer e..wrmm rr wmcwea w.wv a�wm.am...gra EXPIRES:12/31/2016 November 24,2015 era"• a a.w a.rr ew.ew em,b awr.m ewer er waw W. ]­CoUBA, T-BolMew 16.7(1U-E to eec w�mw awlw.r.[s.-nli.es.-tem Mffr) This des.qr,preparetl on­[e- inp.:['oy ac i.._ Lumbe:and --8C ;,UMBER SPECIFICA':IONS 37-09-00 NIP-D SETBACK 6-00-00 FROM END WALT. :BC 2012 MAX MEMBER FORCES 4WR/GDF/Cq=1.00 TC: .'.v.4 DF M15BTR; LOAD DURAT:ON INCREASE-1.15 (Non-Rep) 1-'= 07 57 2-12=(-12]2) 4274 1 -3=( 07 200 _x6 D£SS T" '_-3 -5162) 156B 12-13=(-1275) 4272 3-:3=( -2847 147 BC: 2x6 DF SS LOADING -4--4954) :689 13-14 -19427 5459 :3-4=( -J'-7) 1426 WEBS: .'.x4 L, SAND =25 PSF Ground Snow (Pq) 4-5 0) 14-15=;-1934) 544J 1J-6=(-1636) 829 LL 0 TC UNI"L:.I SO.O;,CLf 14.::1= 64.0 P 0'- 0.0•'0 :0'- 3.4•V 4-6=(-52J 57 :499 -:6-(-220) 4065 6-14-I O) 328 TC LATERAL SPORT<= 22-OC. UCN. TC JNIF LL( 100.07�DL( 28.07= 128.0 PLF 10'- 3.9^TO '_7'- 5.6^ 2034 :6-i�'(-'_218) 406'1 14-7=( 0) 350 BC LATERAL SUPPORT<-12^0C. VON. TC t1NIF LL( 50.O7-DL( 14.0)= 64.0 PL 27'- 5.6"TO 37'- 9.0^ 9=(-4142 1462 ]-15=(-1734) 867 BC UNIF LL( 0.0)5DL( 40.07- 40.0 PLF 0'- 0.0^TO 37'- 9.0^V B-9=( 0) 0 9-15=( -3377 1- -------------- 416---- ------------------------- 9-10=(-4848) 1649 15-10-( -_727 I50 NO-E: 2�4 BRAC:NG AT 24•CC'JOY. FOR TC CONC LL( 429.6)-( 1_0.07= 598.6 LBS @ !0'- 3.4^ 10-:1=(-4994) 152! 1G-16=( G1 i9C AL:.:..A"'02 CHCRC AREAS NOT SHEA'HED TO CONC!.L( 4_8.6:ADL( '_20.07= 548.6 LBS 2 2l'- 5.1- A TTOM .6•BOTTOM CHORD CHECKED FOR A 20 PSE LIMI-ED S'DRAGE BEAR INGMA%VER" MAX HORZ 8 REQUIRED BRG AREA OVERHANGS: 12.0" 0.0" LIVE LOAD AT LOCATION(S) SPECIFIED BY :BC 20!2. LOCATIONSREACTIONS REACT:CI43 SIZE SQ.IN. (SPECIES) THE BOTTOM CHORD DEAD LOAD IS A MINIMIM OF 10 PSF. 0'- o.0^ -903/ 31791 -!'_5/ 131H S.SO" 5,09 DF f 625) -863/ 30611 0/ OH -1 SD 4.90 DF ( 625) See pp--d plays OND. 2: Design chec I.d I e[(-5 psf) i;plift .1 24 ^ spacing. VERTICAL DEFLECTION LIMITS: LL-L/240, TL=I./180 MAX L1,DE FL -0.0':2" @ -1'- 0.0^ Al=owetl- 0.100^ MAX TL CREc:P DE FL -0.OG3" @ -1'- D.0^ A:: d= P.133^ MAX. JE:F:_- ..4!• 2 !9'- ;,0• A::owed MAX-L CREEP DEFL -.,.560" a 19'- ".0• A:'.aced 2.456• MAX HORIZ. :.L DEFT.= 0.083•@ 37'- 3.5• MAX HORIZ. T,UF:FL 0.136^@ 3]'- 3.S" .r,.ddie-res_s[i 5'y:•.em,a,a ecmpo nen's and.-.add:nq Wlnd: 140 mph, 'n- .2f', TCCI,-4.,.,BCD 6.0, ASCE]-10, (Ail Heigh['), Enclosed, FIE.B, MWFRS(Dir), O-OS-15 0-05-15 load ducl- fac[or=1.6, M E:nd v cal(sl a esposed t wind, 10-03-01 17-05-14 30-00-01 sedesignea forew_r.d :cads 5-02-05 4-06-13 5-06 6-01-15 5-OB 4-06-13 4-11-05 548.604 5 S.60M ].DD M-5x10 I M-3x6 M-3x8 M-5x10 Q 7.Do M-3x4M-3x4 + + r M-4x10 M-6x10 n -11 o M-1.5x3 M-3x10 X0.25" M-3x10 M-1.5x3 0 M-7x8(3) PROF�C 5-00-09 4-06-13 9-04-10 9-04-10 4-06-13 4-09-09 y 11-00 37-09 4� 89782PE JOB NAME: 17995 SAGE BUILT 3980 - Cl Sc a.e: 0.16:ti tw..m.�e.m wwmn w...aawow�.Nm °�"L MORA Truss: Cl t mangy„«^r wlnn..l,..�.m.b<M.ww. �.•¢�Qf'EQQ� �. mmeuum rw�n. M.wwM oaa.q'c.mwns«a aw. Mmw4 mm Mlma 3.A4Ypm.nrpw.rybwgb �1'am�1mW•am Z.Ow'T tlm mV w4 . rwpers4lmaM wwmr 6rrn4a tv '� 'meq b.ulmm„Vle.mw m1101'h PAUL DATE: 11/23/2015 sM wwtY aewn+sga�pwr. a.x�mpx+nq.npa wn.vpnym �tl�"orv.IlMq �PA:UL SEQ. K1552149 4m+m'.td.cwwm.n�,lo..a.,nmE.wm.M,.m o.twwmams.m.�.m.mnam.l.,.n..�..w„ TRANS ID: LINK �mrb.6wb�..ww..l1m. wwaurm'wmr a.... ..M.Rw m l» a ,••�m( mw. .w. m.,.4., EXPIRES:1Z/39/2018 s.tw.b.m..n.sn.Wawn..al.mmno�a.�.w+.m �.u,4,rwM.�4q� maavR� n.w.a. ww a,.amm.wm.wmma _ wwewmwww November 24,2015 AMTw:USA.IrcX:onquTw SaIMAn 7.6.7(1L)-E to. "�m+nnmroneewlol.w.M ESA.t31 t.Es..teee M�1W r i Tnts aeetg::preps-ea t-o:r,computer i,put 'oy Pacif:c Lumber and Truss-BC LUIIDER SPECIFICATIONS TRUSS SPAN 31'- 9.0^ IBC^-012 MAX MEMBER FORCES 4WR/GDF/Cq-1.00 TC: 2x4 DE 116BTR :.OAU DURA:'IgJ INCREASE=1.:5 1- 0 57 _-I1=(-9:5) =0'11 L1-3=( D) '_BS BC: 214 DF II1sBTR SPACEC _S.0.0.0. -3>(.SSC) -'9 -==(-4:61 '069 3-1:=I-455) 191 WEBS: 2x4 DF STAND -4-(-'^5]) 5 -:3=(-'9E) '6l9 -4=(-:1)) 649 TC LATERAL SUPPORT<= 1=•CC.UIXJ. LL(25.0)-IDL( 7.0; ON TCP CI{CRC :PS- i3- BC LATERAL SUPPORT<= 1'^OC.UON. D1. ON BOTTIXI CHORD= 1D.0 PS 6-8-(-1662) 5'S 15-10-(-396) _OD9 6-14=(-460) 113 TOTAL LOAD 4. ^.PSF -B-( 0) 0 -__=-===dna=====------------------- B-9-( 550 14-9-(-404) 185 NOTE: 2x4 BRACING AT. ^_4^CC UON. FOR ....__� PSF,r.-end Sr ov (?off 9-':O-(-'_S0:) 5:.. 9-15 0) '1B ALL FLAT TOP CHORD AREAS NOT SHEATHED __________________ BOTTOM CHORD CIEC.—7 R A' PSF_ TED STORAGE: LIVE LOAD AT LOCA":ONI') SPE OV -C:'!-' By IiH:' BEARING MA%VERT MAX NORZ BBBC, REQUIREC 9N�T AREA OVERHANGS: 12.0^ C.0^ THE BOTTOM CHORD DEAD:.OAD:S A'?IN—OF iO PS, :OCAI;ONS RF:ACTIONS REACTIONS SIZE SQ.IN. (SPECIES) 0'- :-17/ 1'1031 -175/ 181H 5.50^ 2.].^. pF ( 6251 0^ 37'- 9.0" 417/ :565V 0/ DH 5.50^ '.54 DF ( fi'_SF _: Heal to place corner 3.00• hanger specs. -See approved plans OND. ^-: Design checked for net(-5 psf) uplift at 24 • sp.—g. VERTICAL DEFLECTION LIMITS: Ll-L/240, TL=L/180 MAX LL DE F'L -0.00'•@ 0.0• Allowed 0• MAX T'-CREEP DEF!_-S.00I• e -I'- 0.0" Alloyed- .:33• MAX:.L DEF, _ •@ 19'- -- Al:oved- 'i.64_• AX I-CREEP DEF' _-0.274•@ 19'- 0.0• A:I—d- -.451- MAX HO R IZ. LL DEEP= C.055^@ 37'- 3.5^ MAX HORIZ. TL DEFL- 0.093•@ 37'- 3.5^ Design c :ndt0-ce-res:s[,eg system andf�mpore nes and c:adtlinq cr_..e r.a. Wind: 140 mph, h-2.3.'ft, TC -4.',6CDL-6.0, ASCE:7-: 13-OB-04 10-07-08 13-OS-04 (A11 Heights), Enclosed, Cat,_, Exp.B, —E(D—), 6-11-12 6-04-04 0-04-04 5-03-12 5-03-12 0-04-04 6-04-04 6-08-12 'Dad .....Eaarer xoos End v c 1(a) ed t N:na, s designed : end:Dads 12 1, .n the plane of thevtress—Y. 7.00 C7 M-4X6 M-!XB M-4x6 Q 7— M-3x4 M-3x4 o h -3zB M-1115x3 M-3x8 V.25" M-3xB M-1155x3 M-5x6 ^1a TT �j M-5x6(5) 4a`V PRO } 6-10 } 6-04-04 , 5-09-12 5-09-12 ; 6-04-04 } 6-07 , _ � AGI ^OQ� 1-00 37-09 '��. '782PE ^7� JOB NAME: 17995 SAGE BUILT 3980 — C2 Scare: 9.'6]6 ' n...r.: . LRm.. .....m...mm4 F Truss: C2 EGON ,,,e �.m.uw„m,a,,.,,,., mam..�,q,'a.a.simm�aao-..�w..o-..m w.@.' �/ ems.we.rwaww.xo.. <m wmRmwam o-umdro., �►L� a 1Igy 15 ry 4mm.imem.n f..R44m rc.n mnm.ar..wra ray'.+�unmc.m mmmavamo.r:wronme ^T +:.rro Rrn .Rmr..�m•'ocrq � �y�4 �J DATE: aiwpen.uYra er Wleim erp� a gmpa wm,7mwmYYbcnp,qu..a.ar.Yww,.. �r/1 � SEQ.: 11/23/2015 � K1552150 TRANS ID: LINK a wawra.o-.�e mma R,.,wa..�,....o,.m,.mRrm:o- a ..�,,,�nn e..'.cwn w+wa•.nano-.,�..m.a '°"° ' "° November24,2015fRE3:1Z/31/21& mvrtcw.eca.mc..a.nm ro-n.a.Iw.om�.R.+ .0 Rn o-,.zw 07MFI6A,IrcX:e TF 7.61(4LfE IB p't'n u ewm ae,P nF..r EBR-IJtt,EBR-IpB4 ryrtr) � w mF.Ls design prepared f-om-,-El :::put by Pacif i.. Lumber and Truss-PC SPEC-FI^_ATiONS 39-C9-01 HIP-D SETBACK 6-00-00 FROM END WAL: 2012 MAX MEMBER FORCES 4iR/GDF/'meq=1.:10 TC: F 2.4 DF-TR; LOAD DURATION INCREASE=1.15 ;Non-Rep) - - I901 57 '-13=;-13751 9535 43-3 0) 236 'x6 DE 3=-Sd731 1691 13-14=(-13781 45]' 3-19=(-3:0) 133 RC: 216 OF SS LOADING 3-4=;-52511 1832 14-15=(-20511 5775 14-9-( -442; 1631 WEBS: 2x4 DE STAND -25 P F Ground S- (P9) 4-5-( 01 0 15-16=(-21801 6111 14- TO UNIF LL( 50.01+DL(L :4.015 fi4.0 PLF 0'- 0.0"TO 10'- 3.9^V 4-6=(-44951 1621 I6-17=(-2038) 5141 6-15-( -42) 514 TC LATERAL SUPPORT<=t2^OC. JON. TO UNIF LL( :00.01+DL( '8.01- 129.0 PLF ]0'- 3.9"TO 29'- 5.6^V 6-7=(-59d_^1 2229 :"I-18=(-13181 4312 15-'l=(-325) 249 BC LATERAL SUPPORT<_ -OC.'JON. TO UNIF LL( 50.G1+DL( 14.C1= 69.0 PLF 29'- 5.6^TO J9'- 9.0"V -9=(-59201 2215 19-:2=(-1315; 9314 1-16=(-364) 266 HC UNI LL( 0.0)+C:.( 9C.CI= 4C.0 ELF C- 0.0^'O ]9'- 9.0'V 9-30=(-4395; 158' i6-8=( -56) 609 `„ 920 NOPE: _^4 BRACING A CONC L 428.61+2L; :'C.1)= 548.6 LBS? 10'- ].4^ 10-1:=;-5142, 1790 :0-17 -459) IE L( ALL FIAT TOP CHORD AREAS NOT SHEATHED TC CONC L1,( 928.6)+CL( 120.01- 549.6 LBS @ -'.9'- 5.6" 11-1_-1-5'941 1640 17-11=( -^_99) 150 -------------------------------->-- 11-18=( 0) 227 iTED STORAGE DOES NOT APPLY DUE T E SPATIAL OVERHANGS: 1_'.C^ 0.0^ RF.QUI REMENTS OF IBC_'012 AND INC 2012 NOT B-NG MF". HEARING HAX VERT MAX H HFVCINED 3 LCCATI ONS REACT:ON' SIZE SQ.IN. (SPE CIF') BO,TOM R 10PEF LIVE LOAD.TOP - -973/AC 33111 -'-5/ :32H .iC^ 5.35 DF ( 625) 0• Foc danger spa Cs. -Sae approved pians AND ROTTO!!RC:IORD�F.V_LOADS ACT NON-_ONCJRRet,..... 39'- 9.1" -933/ 32_^5V 0/ .,H 1.51 _`.17 CE ( fi_S) JT_. Heel to plate cornet -5^ OND. 2: Desi n cbe ked for-t- .-It a I4 " V-cRTICAL DFFLECT ION LIMITS: -1.002^@ - - 00^ All owetl= ..00 A%,eAREEP DEF:._-0.CC 3^2 . Ailov33^" VMA% DEFL._-0.290^@ .'0'- 1.C^ Al loved 1.94'^ MAX.TL CREEP DEFL=-0.649^R 20'- 0.0^ ALLov ed= ".199" @ 3 '-- 33..11"MX HORLL DF - 5.0 HO . I- FL 39 sy 1-antl'compon e,,.s and cl-d -q ...e_.a. Wind: 140 mph, 1- .'f t, T -4D L-1.O, A - (All Heights Enclosad, Ca t._ 1',B, SMWFRS(Dir), l oatl durati nn` r-1.6, Ender. v cal(s) -p-ed- vind, 10-03-02 19-05-13 10-00-02 se deigned f Ind'.oadsn 406-14 4-07-08 5-01-07 0-05-15 4-11-05 { 5-02-05 0-US 1� 1 5-01-07 1 1 4-07-08 " 4-06-14 1 1 1548.60# 1' 1' # 8.60 12 M-7x8(6) 1.J: M-5x12 M-3x8 0.25" M-4x6 M-5x10 Q1..,c M-3x9 XM-3x4/V\/\ M-4x12 6x10 p R p q 14 IR M-1.5x3 M-4x10 1 .25" 0.25'6 M-4x10 M-1.P5x3 Q^��L�V af-8x8(5) -M-Bx8(S) 5-00-09 9-06-14 6-11-10 6-09-14 6-11-10 9-06-14 9-09-09 L 4 782PE r} 1-00 39-09 --01-D AT xC[L(s). JOB NAME: 17995 SAGE BUILT 3980 - D1 t3ON �. am�.m..maammam.m 9..a...eaa oi.m Nal .e.qm Yerw.mr .eamm �`q �RY 4J Truss: Dl wvm.aa e.9...m.m,moa�a.�a. mlui�awa.a Acpiwraia.� �.m"aw. s aim+. '.ym,.,ciram.mua°a.p., 3.blewm srpenry biapb wi.aY°91'Wm°mripuam 2 dP rurma°.mO NYmmaibmEs�rYbal� Aw aM�w.aa bfeui sm.sn n.il0a Zocima9a�oc issmwry vis4.a.0 Yaa,plm°w.maY4'M � �'iVL a� DATE: 11/24/2015 riwmeirau.m.�ic asps. D.q1.�.e 6,mpp>m�rmsm.i °q,quvwsi�i w.. BLO •- SEQ.: K1552151 4 4limro.lam,i 9.ma...i�acl.m.m.l a.mi.noum.ar m.a9n.wwa s:��°.aYii.m.m Y.a.°m..a.ma�.«imaiM TRANS ID: LINK Im°Waeam°�°..w rormm°i'ai..waip..,l smm.l«.m.r EXPIRES.12/31=16 ° �m" °a November 24,2015 °Yivbn.mauaM.niiaw pi9rloaa�ma.am 7 m.e.oa.varw.w.o mm.i.aoa...m,n i a...aw.,.m°miai m.iae. MYTH UliA,I9m..CompYTllm 4ioTnn.T.e.65P1(tuE 4o eic�pu�n rgW imiq�w w.w Es9-1311,[4w.,Yee M'T «4 -his design prepared from computer -put 'cy Facif,Lumber and Truss-BC LUMBER SPECIFICATIONS TRUSS SPAN 37'- 9.0' IBC 2012 N-MEMBER FORCES 4WR/GDF/Cq=1.00 TC: 2.4 DF 4'6BTR -Al)DURATION .NGPFASE_ ..I -'-( 07 2-10) :001 01 305 BC: 2.4 DF-BTR S?ACED .4.0'O.C. ?>(-_5501 774 :-1"=(-58�) 2079 3-13 WEBS: 'x4 DF STAND 2-4=(-1]31 663 4- s= 0) 0 13-14-�-s6C) 18]8 12-6=(-d551 19: TC LATERAL SUPPORT<= 1'_- U. LL( 25.0),DL( 7.D) ON JTOP CHORD -2.0 PST 4-6- 16'1]1 719 14-15-(-571) 3007 13-6-( 0) C96 BC LATERAL SUPPORT<= 12.00. T-: DL ON B(l tT(M1 CHORD 10.0 PS' 8-(-1662) 711 15-10=(-S7C) 2009 6-14-(-477) 196 TOTAL LOAD 42.0 PSP -0=( 07 0 0-14=(-1771 654 -------------------------------- -------------"-- 8-9--:-'0301 176 14-9=(-d041 '63 NOTE: 2.4 BRACING AT 24.0E U.N. FOR LL='_5 PRE Gr-d Snow;Pg) 9-10-(-25;17 76] 9-15-( 0) 379 FIAT'OP CHORD AREAS NOT SHEATHED BOTTOM CHOR:'THECKE2 SJR A 25F L:M:1E:%S-ORALE Li VE LOAD AT:.CCAT:ON(S) SPECIF:EC BY IBC 2012. REAL: MAX VERT :A%HORZ BAG REQUIRED BRG AREA OVERHANGS: _2.0" 0.0" THE OOTTAI CHORD DEAD LOAD IS A MIN:M;M OF 10 ESP. LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES) 0'- 0.0" -304/ 1703V -1]7/ 1831 5.50^ 2.72 11�' ( 6?5) _7- 9.0" -344/ 1505v 0/ OH 5.50^ _.54 DF ( 625) M-1.Sn4 o equal -st ruct�raI ve r.:cai members � .1T 2: heel to plate corner 3.D0' OND. 2: Design checked for net(-5 ps f) uplift at 24 ' spacing. For hanger specs. -See approved plans VERTICAL DEFLECTION EMITS: LL-L/240, TL=:/100 MAX L:.DEFL=-0.00.'."@ -1'- 0.0' A1lowetl 0.:00^ MA%TL CR FP SEEL=-0.0-@ Allowed- 0..13' MAX L:.DEFL=-0.114'@ .9'- MA%TL CREEP DEFL--0._74-@ l9'- 0.0' Al;owed '.456^ MAX HO R IS. LL DEFL- 0.055"2 17'- 3.5" MAX HORIZ. TL DEFL. 0.093^@ 37'- 3.5^ 17-01-07 3-09-03 16-10-07 Des_g�. f - _-acorea-resist:-q sys_em and compone-tsa-d c'add--n,....e..a. B-00-04 9-01-03 7-03-09 13-04 W,Td: 140 mph, h=24.2tt, TCD'=4.2,RC-6.D, ASCE 7-i0, 6-11-12 6-04-04 3-04-15 2-03 2-03 3-04-15 6-04-04 6-08-12 (All 1{eights), Enclosed, cat. Exp.B, Mw4'RS(Dir), load duration 'a =1.6, 12 se 12 Ind v aI(slexpod: v'd, sedesigeed fore-'d loads 7.00 p Q 7.00 the p -e. the taxa only. M-4x6 M-3x8 M 4x6 a i M-3x5(5) M-3x4 M-3x4 + + n Io o -3xB M-1�Sx3 M-328 .25" M-3xB M-155x3 M-526 o M-5x6(5) PROFFS- 6-10 } 6-04-04 F 5-09-12 } 5-09-12 } 6-04-04 6-07 '� KD�NE 1-oo 37-D9 ; 4 782PE JOB NAME: 17995 SAGE BUILT 3980 - C3 Truss: C3 a�o� EGON «m�am„ �wae�axram.aa"c4.�a+� RY � ].MNabltwbp•M1br+NbwnbtiM'O:�Y9m�0umm ]dY��•unaN•bOnEEOOomdvhbE•(•M•hbt�e.l L� _�ma�.ae.ba•a .1 DATE: 11/23/2015 s avenaa•aaea,e, n(ne.a ereyq«raaesne nynyrie wni.�yu.„ "1 PAUL SEQ.: K1552152 N•b.e Mod4 d•p0•.eb err r•w'•a'"°"""r«•°^e•^° aw..a.e4awxra b.�.me..aMmro, �rrb•a..amm(.r w ria m.vwb.•r b.a•o.bx u.. s.a+�.a.�..v....ame...am.m�.�o....w.•••.a TRANS ID: LINK amwr..:w..mea4wmem ea.ar.ae aa.•m.m•ex`4rb,n. .°•eea°.w.n'wu•."r."m.°a°r"a`"°c°"""•. 'WEXPIRES:12/39/20165 November 24,2015 er a abr ve•e.mbaa,meadaw..m a.aa e,m.•ana e . .n pr uti.r•w W,k uBA.I,b.CeapaTry Sahen]e]l1lfE R� t0 e.t .ma+•aew ww...Ese-,al t.esB.,rae ry�ra4 ► M This design prepared fro:r.computer inpc[ by :.JMdER SPECIFIC—ONS TRUSE SPAN 39'- IBC 201_ MAK MEMBER FORCES WR/GCE/�q=1..0 2.x4 DF 114BTR LOAD C RATION IN _ .15 - _ - -44) 2 -3-; 25C BC: 2x4 DE i1sITR aSPA- 24.0"O.C., 0) 52 _ 4 _ 0; -3-(=2J4) 594 ?=(-445; 2 BE: 2x4 DF S_LD -(- 2M J-4=(-'_:e) 581 1.-13- J4 B) 2_00 1'_-4=;121; "]09 LOADING -5=1 0) 0 13-19=(-J4 B; 2100 I^- - 13^_ TC LATERAL SUPPORT<=12"00. UON. LL(25.0)-DL( 1.0) ON TOP C 32.0 PSF 4- 6-(-1811) 564 19-15=(-426) 2131 13-6=( CI 1116 BC LATERAL SUPPORT<=12"OC. CON. DL ON BOTTOM CHORD- 10.0 PSF 6-8-(-1199) 555 15-:0=(-424) 2139 6-11-(-565) 1114 TOTAL LOAD 42.0 PEP -9=; J) C 8-:4=(-126) ']CO _ _ _ __ ___ B- r;:2:91; I - 9>(-385; :9J NOTE: _EA BRACING AT 24—J - LL=25?SO Ground S— (Pq) 9-.0 2651) �B_ 9-:�=( 0, _.l ALL EfA':TOP CHORD AREAS NOT SHEATHED -..-_-......---------------- -- 6 T'POM CHORD CHECKED FOR A 20 PEE LIMITED STORAGE. LIVE LOAD A"LOCATIONS) SPECIFIED BY IBC 2012. BEARING MAA VERT —X HO RE BRG REQUIRED RR G AREA OVERHANGS. ._.O J.o THF BOTTOM CHORD DEAD LOAD IS A Mi NIMUM OF 10 PSF. LOCATIONS REACTIONS REACTIONS SQ.IN. (SPECIES) 0'- O.C" _2F 6B/ 1181V -115/ .B1H 5I50" P.0^ -__B/ 1161V 0/ JH x.50" _.66 DF 625; co pla_e I-- I--for r -5 VERTICAL DEF..ECTION LIMI— L:,L/240, TL-L/1R0 LL CFFL -0.002^1 -1'- 0.0" AL owed RAE" RESP DE FL--0.003"@ -l'- 0.0" Al:owed 0.1113^ MA1:L -0.:32^e - . wed= L.94'^ IEFL -3.3_7 _ _ ., A _._e9 NAE. DR:(. DEF:.- MA%F.11: OZ. t�DES:.- O.IOfi^ sign conl0r ms t indforce-:epi::i..i rg 140 IbtAC-E e—, says.em and ccrtponen ms and c:a ddinq cr__e._a. (A::He_gf.[s�, Enc!os ed,4'a.._, EEP�B, NWFRS;Iir:, I oatl OL rati or, r-1.5, End v r[ical(s)aar exposed wind, 13-08-04 12-07-08 13-05-09 Tr�ssetlea;gnea fo_ewlRa loadae rr._he P-1.If[t.e[.—on:y. 6-11-12 6-04-04 0-04-04 6-03-12 6-03-12 0-04-04 6-04-04 6-08-12 12 1.20 M-4x6 M-3x8 7 M-4x6 Q 1.00 M-3x9 X.M-3.4 J + + M-3x8 n o M-11 5x3 M-3x8 :0.25" M-3x8 M-11 5x3 M-5x6 ED PROfE M-5x6(5) �S 6-10 6-04-04 6-09-12 6-09-12 6-04-04 6-07 L ��(/. 89782PE 1-o0 39-09 ADDIF RCQUIRED AT HEEL(s). G_ JOB NAME: 17995 SAGE BUILT 3980 — D2 ca 1e: ".:651 [WGON� Truss: D2 .„ �":... m�mw�w.aMaodnae..aw.�-.�..eaw. 9� 'qRy AauL a m.�.ca..+rr am...mnmmr o.m...deroa z:...wd,a....�.e.a..r�wr.naaemp.mw mer DATE: 11/24/2015 u. d+.rdm.nw.c 4�y�. SEQ.: K1552159 '"""00i�w0b in+�^^'w..a.md.v re o..a :i.m.�rndI=1 • e+.a.w wn.e m..nwu.m a.a gym.. 6:o�.y)..Mm..m�...m N...am.....N.�..«mm.m.a TRANS ID: LINKaw'm.>n..,p.em.nr wnw.d a o..�..�mi e.��n...rwu.n....s.m.,..m.a EXPIRES:12Ml/2016 November 24,2015 F. e*n.a.on.n.".n.ewq.amm..�.da.rama a P.r dr e.avraa mnr am,R."epwen e�wa., . am".n.a upm�.wwe .eipn ua..w rxT•kus..iro,co.wTN.sdw.n.T e.9taP,(,U� ,oF°o°�te..� .m nm a•.m M.....B>m-,a,,,can-,aee Mrtdp Thisdesign prepared.` mompu ter input by Paci Eic LumberrussBC LUMBER SPECIFICATIONS 7BUSS SPAN - 9.1' MAI.ME WR/GDF/Cq-1.00 2x4 BF 4IGBTR :.OAC EA-ION''.—AIS-1.:5 - _ - =;F69 B)S2 l:-3=1 01 '_67 BC: OF GIGBTR SPACFD _4.0 D.C. -3=1-2'104) 809 '-12=(-5101 2-20 J-1'_=-441h :50 WEBS: 2x4 DF STAND J- 9=f-2215) 818 -i3=(-6101 2100 1_-4=(-1681 ]24 9-5=( 0) 0 13-19-(-6101 2100 12-6=(-5607 '06 TC LATERAL SUPPORT<- 12^OC. UON. LL(D5.'l) DL( 7.9)LON OTO@ CHORD- 32.2 PIF - 6 -181]1 149 4-IS 2131 1]-6-( 0) 356 9C LATERAL SUPPORT< 12' UON. JL ON BCTT CDI C:10RC' 10.3 PIF 5- 3=;-1]99) )40 :5-l0=(-598) 2134 S-Id=(-5841 211 ..._A.__OAS 4_.., .SF -B=; �) S 8-14=[-1]') ]14 --- _ __ BC9 - A=I-3B5) :5' NOTE:2.1 BRACING AT 2 UON"FOR �-__s PEF Sound Snov ;Pg) 9-10=(-2651) SJO 9-15=( J) 2]3 ALL FLAT TOP CHORD AREAS NOT SHEATHED -—=--------------------------------= BOTTOM CHORD CHECKED FOR A 2C PSF LIMITED STORAGE LIVE LOAD AT LOCATION(E) SPIED B NIMUC 201.'. BEARING MAX VERT MAX HORF, BR G REQUIRED BEG AREA OVERHANGS: 12.0• C.0' THE BOTTOM CHORD DEAD LOADISMIM OF 10 PSF. LOCATIONS ACTIONS SIZE SQ.!N. (SPECIES) J'- O.D" -396/AC']BNV -]]R/ 183H 625) M-1.5x4 o equal a -s_[ucta[al 39'- 9.,, -356/ :659V J/ OH 5.50' '_.5] �_ 6'_5; ve._lcal members (uon).� For Hanger specs. -See appl—d plans CONT. 2: Desi n checked for n -5 sf u lift a 24 " JT_:Heal to plate corner 4.25" VERTICAL DEFLECTION[LIMITS:,—L/2 40,tTL=L/1906 a to MA%LL DEFL -0.002^@ -1 - .0" ved MAR CREEP DEF:._-0.003'@ - - O.J• Allovetl TuMA%L 0.:33"@ :3'- ].C^ Allovetl= '.9d'" MAY.'L CREEP JEFL -0.311 @ _0- D.0^ Allovetl- _.589' ORI'L. LLD E FL- 0.063^@ 39'- 3.5" MAX HOR[Z. TL DIED= 0.106^@ 39'- 3.5^ sign confo[:rs t :nafo[ce--es:stiog system ane cumpOr.e o[s�antl c:atltlicg cr...er1a. 17-01-07 5-09-03 16-10-07wi,d: :dB mpn, n=24.2ft, TCDL=4.2,BCD:.=fi.J, ASCE]-;D, (All H.... tsl, E a[._, l­., MWFRS(Ji r), 7-07-07 9-06 9-03-09 13-04 l oaa au[ation f__ Ena �aI(eiaa e.rpoaea t w, , 6-11-12 6-04-04 3-04-I5 3-03 3-03 3-04-15 6-09-04 6-08-12 T-c ssedesina loaasn .r ...e pane-I. thevt.cuss or:y. 12 M-4x6 M-3x8 M-4x6 M-3x5(5) M-3x4 M-3x4 M-3x812 �y(p�/�c n o M-11 0 15x3 M-3x8 .25" M-3x8 M-115x3 M-5x6P0 10 O n rnli M-5x6(5) \G`4 a�IN .�L 6-10 1 6-04-04 y 6-09-12 y 6-09-12 y 6-04-04 y 6-07 4��J l� �` 1-00 39-09 782PE JOB NAME: 17995 SAGE BUILT 3980 — D3 16[: OREGON Truss: D3Y �....�E..4.w..ak d.4.. z ««4..�..�. ..�........4. �f PAUL A v...Outb..IMwdu.bfeo.l P°�.rn b.m0a hoc.• °cn«a•wY un«b.uttlmgm�N.rc MOkW DATE: 11/29/2015 w nm1.Nk.aenew'lq awa°x mn0nu"w�°4��`0�°~�°���AaOf 1 SEQ.: K1552155 .rol°.e Nwaed s°k.4e«.m°«a°.laxw nmc.a.e�4>Imm�no.v...a.n...wae.. .wmpe.°en.e km.a�wn a.en4.mG.n�mw..n..«ewman...o.e1,+e.,nm,. .m•k.a..a.,m.° s.o�— .am...��.�.W..,.�.°°.a TRANS ID: LINK d e^1'm^�+a EXPIRES.IPJ31/ 01'6 5 �T..k..XMa,...«,.«..�.dG(>.. 4 .... ...�..G ... 6Wm,..m.. ..�.I...�GM..a,.....�a�,...M. November 24,2015 m.°wpn.nmawe.e.a rokwt..�ws rerm el k Pkr wlk.kur4on mmis ams,.°aa«4n u.rn, mnTwm xs...k.a.n.»rp.k.lrn.a aw.,m«t an w•4 er,G.,kw. WlkUBA,1=.Cp Tr Bo ,.7.6.68@1(1U6 O.Fear�E«c�rnnWw.b pbOwpw««EeR-iDt1,EBR-1818 peT.p w � `.h:s a s':qr.p-epared trort,conFucer :c p0- tly Pac isle i,�imber end T_n F=-BC. �UFIRER SPEC-FICATIONS TRUSS SPAN 40'- C.0^ MA%MEMBER FORCES 9WR/GDF/Cq-:.JD 2x4 DF•:c BTN DLRA':ON - .,5 JF.1"F SPACER v4�C^SO.C. -3 -26681 BE: 2x4 DF STAND 3-4=(=41'-) :082 11-:=(-s5B) LOADING 4-5=(-1716) 931 1_'-8=(-785) 2167 TO LATERAL SUPPORT<=11- ION. LL(25.0).DL( 7.0� ON TOP CHORD- 32.G PSF - 6=(-1716) 931 t.-6-(-751) 500 BC LATERAL SUPPORT<=12"OC. UON. D:. ON BOTTOM CHORD- 10.0 PSF 6-]=(-?412) :082 6-12-(-132) 5Si TOTAL LOAD- 42.0 PSE" -8=(-266d) :099 ]-(-_^73) 333 OVERHANGS: 12,0^ B- 9 ]) !] LL=25 ISI Ground Snov ;Pq� JT^_, B: Hee:c ce co cner- 4.00" BOTTOM CHORD CHECKED FOR A 20 PSF L" 'STORAGE AAtNG MAX VE MA;(E-E BR G REQi1IRED BRG AREA LIVE LOAD AT LOCATIONS) SPEC1 FI k:D B 201^_. LOCATIONE REACTIONS REACTIONS SIZE SQ.IN. (SPECIES) _HE BOTTOM CHORD DEAD LOAD IS A MINIMI,OF 10 P..E. 0'- -327/ 1794V _2I, 211 215E 5.50^ 2,B'I pF ( fi2S) 4O'- C,C^ -327/ .194' 0/ uM 5.50 _.B1 HE ( 5__) CON'. - CF.e Cked! st; VERTICAL DEFLECTION:i METS: -L/240. T =L/18 C MN - - 0.0^ AIlOved 0.100^ MAY. rL CREEP DEFL--0.OG 3^@ 0.0^ Alloyed= 0.133" MAX L = "B - 0.0^ A:loved 1,954^ MAY 'L CREEP OE3J4 " J,C" 1.10:^ Al.-.._R-_E?CFF!._-...CC3'2 d.- ..,. Al.-d= J.133^ MAX HO R I'l. L:.DEF:. 0.06'' a 39'- 6.1^ MAX HORIE. T_DEF = 0.1C:"@ 39'- 6.5^ za-oa 20-00 ' 6-10-11 6-06-10 6-06-11 6-06-11 6-06-10 6-10-11 L sign cor.o.m ma,..w ing W_:A; 140 mph, h-=26.4`__,'.'CDL-4.2,3G':,=6.0, ASCE 7=�0, 7. L p M-4x6 Q I.00 (A1.Heigh[s), Fncl os ad, Cet , Ex p.B, ,WEBS;!ll;;, toad dura cion Io 4.D' End v rcical tala expocetl[ w'.nd, aeaea:anetl� intl loatla� M-5x8(5) 3.1 M-5x8(S) 0.25" 0.25•' M-1.5x3 M-1.5x3 + + M-3x83 Z: M-3x8 0.25" � PRO M-3x9 M-3x4 M-5x8(5) ry`GJ �yIIY Jif L� y 10-02 9-10 9-10 10-02 � 782PE 1-00 40-00 1-00 JOB NAME: 17995 SAGE BUILT 3980 - D4 Seale: :7 gy t3O11�'� � Truss: D9 ww.1.m>e.mm e..u�mw m,.,.iw. a a. owmx.M mae6�.na •.nw�.m.m.M omrw.i b...�.�..k.w �.a„w4 ew..Mw. r �w�W.W..m. "9,� 'II9Y 1� Jtl .1m•m�..�w�... a�W w� �yaw www m.w.9wmmaasmnwwewa. � m.....d.,m...� M6.� Rte' NUL A ➢ATE: 11/29/2015 ew n•e•••4mY dtln n.iu.p wpw. D.be�pq ym�P,ga wry p,w,y nyne,ww ww,.. SEQ.: K1552156 mm.e.roWe e..Wk•em„r W„ma,.n..N xr.•e,erow .iWu.w..aw..m.mm.agaw,.P.m..emk.e,.. � • TRANS ID: LINK d.0 m..ndu..raw a..rw. s:o..v�wv...ww...m n..am.•..��.n...,m...n •w'"•^t°'W'"^m•^w.a.r newt -'°•�•�`°r •'w EXPIRES:12/31/2016 s 4s.wTn.N.Wedmae.«.•e.w...•e�.w•wnwm. ery..u�m4e.mkgn.••s4mnms��mM.wyn n•n,a „�ww,,mm,,� r�www....w4�•.k., November 24,2015 T.E�pn s NnMtl•uepm h knaaaw mrm A m,R•W p•uln m•r ov .cuwrtw.aw,wwar,.•..an.,r.a.w.�•a.ti .�mP.+�rr tl MR.k 1166.Irc Cw Tr SWkv.n.T6."P1(4UF )a.x�E�c•mn�rwttrpw erpi w•.•w[s9.)atf.[sR-1tm p4rt.p This design prepared Erom compu cer input by Pacific Lumber and Truss-BC LUMBER EPEC*1F CAT10N5 'JCS S 40'- J.0" :BC MAY.MEMBER FORCES 4WR/GDF/Cq TC: IF♦:GBTR JI:RA'IONANINCREASE_ .1� - _ '.) 57 2-12>!-568) :609 3-1_=1-:115! 43fi BC: 2x4 DF♦.6 BTR SPACED -4.0^O.C. -3=(-_^4'_) -13=; -59) 3-14=( -961) ?OB6 -"1=(-2fi91 6a5 WEBS. _x4 DF STAND 3-4=(-386") 1623 19-15 -19541 3459 12-14-I-6.^3) 1113 :1-1=(-790) 913 LOADING -5=(-'_152) 115] 15-16=( -72) 2314 13-14=( -10) 95 1-I9=(-S4) 451 TC LATERAL SUPPORT<=12"OC. UON. LL(21.1) 7.1) 0 = 3^-.0 P 5-6-(::96) 1034 ]-11=( 151 48 14-4-1 -31) 395 19-9-1-441) ^-93 BC LATERAL SUPPORT<-12"OC. CON. DL ON 10.0 P 6-]_(-2;]0) 1222 :1-:9=(-5451 :821 4-15=(-i137) 688 9-,J-, 0) '_94 BO7.-ALCLOAD 42.0 PSF -9=(-1]06) 937 19-20 -760 Or, 15-5- 426 -1D OVERHANGS: .2.C^ _2.J^ B-9 :'_'_4' J:9 0 -;-7sy; 2,0_ 383 PSF Groontl I— (Pql 9-10- 106'] .. -3711 431 ST 10: Heal to plate corner-4.25^ s 1C-11=( 0) _7 17-116=( BOTTOM CHORD CHECKED FOR A 20 PSF LIMITED STORAGE 16-11-(-'291 1- L"' 330LIVE LOAD AT LOCATION(S) SPECIFIED By IBC 2012. THE BOTTOM CHORD DEAD LOAD.E A MINIMUM OF 10 IS'. BEARING MAX VERT REQ'I C B AREA LCCATICKS BEAT-1-S REACTIONS S�ZE CQ.:N. ;SPEC IESI -3_S/ 794V -36/ c.SC" B] 6".,1 40'- 0.0" -3-]/ Ill- J/ SJR _- CF OND. 2: Design --for net(-s sf) :lift at 24 " VERTICAL DEFLECTION LIMITS: =L/240, 0-10-12 MAEL• DEFL--J.00^"@ - - 0:3. • q:to�ea- _,�^ MAX.T:.CREEP DE -C.0 J3"@ -:'- C^ Al:owed= :33" r� 20-00 20-00 MA%:.:.DEFL- 0.:14"@ 15- 4,9^ A:iovetl .954^ MAF.TL CREEP DEFL -0.379"@ 15'- 4.9^ Al lovetl 2.606^ LL DEFI.=-0.D02"@ 41'- 0.0^ Allowed 1-06-12 6-07 6-05-04 4-04-08 6-06-10 6-06-11 7-00-07 MAX T1.CREEP DEFL--0.003^@ 41'- 0.0" Al lovetl- 1.'133^ C- t_ 12 MAY.40RIZ. :L DEFL_-O.1C1^a - 7.00 M-6x8 MAX:10R.2. TL-EFL- -65^@ 39'- 6.. 6.0" Design conforms t i"fo......sist:ng � f-I system and components and clatltling cr:.eria. Wind: 19C mph, h-.6.4:t, TC UL=9.2,BCDL=fi.1, ASCE 7-:0, .5X3 5.7" (All:1eigF.tsl, Enclosed,Cat.-, Eap.B, oatl tlurat:on _ .fi, M-3x4 End v a:(s)aa a exp osed v_cd, M-Sx8(s) T:•.sseaesignea for ltlI I.- M-1r [he plane of Che truss only. 0.25" M-5x8(5) 0.25- M-3x4 M-4x6 M-3x8 N 16 M-3x4 o Mt3x6, o o M-6x8 M-4x10 0.25 H-1�5 x3 0 M-3x8 M-1.5x3 M-1.5x3 M-5x6(8) V�-u PRo M-5x10 t �j f R {ui L1�06,aZ4 6-05-04 6-08-12 j 4-06-04 } 6-08-06 } 6-04-14 } 6-10-11 1 •' '�� 1-oe�os-De 1z-lo-oe z4-oe ao 7 40-00 WEDGE REQUIREL A" HEEL;S). JOB NAME: 17995 SAGE BUILT 3980 - D5 cafe: J.,437 1 Bub,:,4..ticnmi0a4'.Iwtlk..Wk.CdY oo4oku.ona ..k..N.rA.,,m.a. E F,�,OREGON Truss: DS � Y lb J .mxkmklae.rel..alr.m. ... Ia..m Nm. f erkw mnw.n.w4�k4n na.kP l..�.r..m Imo. T 2.a4 a�.m. „m„errer Amlo.)..Vu.��9m.nun..kkl, 4m�mm, AAUI..A� DATE: 11/24/2015 �pmmrrawklkk.loa�pw a.Llrrq.q beygalmr.bcr9.anm wr..lm.n.. �., SEQ.: K1552157 wn4.Y WNrm M1n tlleutl ury kaE.p..W tlen 5.aP su�mrwmmbu�En.nmcmow wmmmm�q TRANS 1D: LINK �m.dk.w.am. �w.a �m b w�aW EXPIRES:12/31/2016 �..k..�ma«.m..,...P....ma» a . �m:d.a..: .M�mm,..4.. November 24,2015 e 11y a..O�•Nnkntl uepme.m.ms.w bNM pYean kv.ero. NrtUnBq.ayxaMa wlbNMlW upm.a+m wT pno�r4nn Wlk W,,km.x:onpNTMs So l+11.6 I(IQF to Ferkrc m�nlsv Wm,wTww r.Een-)at t.[s.-rase Mrtw) s des_q r,prepared f ompucer Input by ac___c :.umber and Tru ssrt9C LUI�ER SPECIFICATIONS TRUSS SRAM 40•- 0.0^ IH(::012 P-PIE,@ER FORCES 44R/GDF/Cq-':.00 TC: 2x4 DF F1sBTR LOAD DURATION INCREASE=1.15 -2=( 0) 51 !-13 -09]7 .^.313 3-131 297 BC: 2.4 DF Y16BTR SPACED 24.0^O.C. -3=(-_679) 143_ 13-14=; -700) 1961 :3-4=(-1097 522 _.S: 2x4 OF STAN) 3-4=(-:44^,1 14'_0 !4-:5=1 -]017 :76] 9-14=(-7101 467 LOADING 4- -:134) 137 -:6=( -7017 :]66 :9-5=(-99C7 1403 TC LATERAL SUPPOR7<=12'OC. tfO . LL;25.0)•DL[ '1.01 ON TOP CHORD J2.0 PSE 6=(-:]25) 1'_80 -9631 _009 14-6=(-6171 030 BC LATERAL SUPPORT<= 12-OC.UW. DL ON BOTTOM CHORD= :0.n PSF 6-9-(-:7041 13:4 1%-!1=(-1^.607 '106 6-15=(-fi 27 16 TOTAL LOAD 42.0 PSF 7-0=( 0) 0 6-16=(-332) 330 -____---------------_-- _--_---- 0-9=(-_056) 1303 8-t6=(-4837 782 NOTE: 2x4 BRACING AT 24^OC UON. FOR LL=_5 PSF Ground Snow (Pq) 9-10=(-2511) 1350 16-9=(-4037 411 ALL FLAT TOP CHORD AREAS NOT SHEATHED '0-11=(-2695) 1349 9-17=(-541 328 --------_____________�----_________= DO,GM.':NOR.^,CHECK'D FOR A 20 PSF'..:M:TED STORAGE _ __-:2.( .,� _. 17-':=(-:43) 207 L:VE LOAD A7 LOCATIW SI SPECIFIED BY IBC OVERHAN(DS: 12.0• 12.0' -HE BOTTOM CHORD DEAD LOAD IS A MIN:MIM OF 10,PSF. BE :NG MA%VERT MA%HORZ BRC REQUIRED B AREA LOO TONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES) 0•- -1. / 17941 -273/ 2731 5.50^ 2.07 DF ( 6257 JT P-1to plate c 4.00• 90'- 0.0^ -325/ 1794V 0/ DH 5.50^ 2.07 DF ( 625) OND. 2: Design checked for net(-5 psf) uplift at 29 " spac inq. VERTICAL DEFLECTION LIMP:S: LL=:./240, T:.=L/100 AX:.L LE =-0. @ - - 0.0• A_'owed 0.0• Aliowed .:33• 0_laE194211 23'- 0.4• ALiowed- :.954• MAX.:L CREEP DEFL_-0.329'N 23'- 0.4' Allowed- 2.606^ 19-00 4-00-071-02-04 15-09-05 MAx LL DE E'L=-c.Da2^@4- 0.c^ Allowed= 0.100^ MAX.TL CREEP DEFL--0.003^@ 41'- 0.0^ Allowed- 0.133^ 6-06-11 6-02-11 6-02-10 4-03-15 5-02-03 4-10-11 5-02-13 P-HOR_Z. LL DEFL--0.065^@ 39'- 6.5^ 15-06-10 -.A.SCR:Z. _..-.F., - ,. .r, ? i9•- 6.=• 12 M-9x6 1.' 12 :qn conforms c indfo rce-res isr_nq 7.00 4 0„ Q 7.00 Q 7.00 sys.em and compo ne ntsr and cladding cri..erra. M -l: :40 mph., �=26.2('., 'CDL=4.2,9CDL=6.0, ASCE 7-10. M-5X8(5) M-5X10 M-4X6 (AlL lelghcs;, E sed, Ca.._, Exp.3, MWFRS(D.rl. 3.1 oad d::rarior. =1.fi, Fr.❑v rpl-,s7 as exposed t v:nd, 0.25" T-ussedesigned ind loadso plena of thet,."only. M-3x9 M-1.5x3 M-1.Sx3 M-axe M-3x8 M 3x4 0.25" M-1�5x37 0.251" `TT �y r o P�V PROFS' M-5x8(5) M-3x6 M-5x6(5) `!�( V .� 9-07-02 } 9-04-14 ;4-02-031107-15 7-04 } 7-09-14 1-0L0 40-00 1-00 782PE JOB NAME: 17995 SAGE BUILT 3980 - D6 •IY1111MOL OBIlIK MOR; inti rr'^w ro.6 /!� Truss: D6 r9 n. �,,,,,.,,.. a.w^+e..a°aE' •rr.�..a ..a.n,r.ew,a (� �y�. e.a.�..w.la e..a...aar a.�..ww mluiw •sa.6rr aa..P c.rrr..m w°°r '�j� '� ��+�"'L:- . s.a.�•�mv.�. ter..r°..�.. �� :rcr4 ado e.rmn e�0wa��.. DATE: 11/23/2015 e..mrvr•• rrrnrrry aur Wlbrp err.a °4'x.4 r•r'^o(rC1�ar nw+M.f1 PA L SEQ.: K1552158 was e••w'•^n•^v°°^n.'+^'^°'•ti'r o-.sc.,d i waa .m�m4w ren..m.ar�n.4 ba.o..r.u.^ s.a�­•,..r..c TRANS ID: LINED ery�w.a e..lr.ee.m terra e. •.(".°�m..m �,�w•.".w4r°rsNn°,.,.ao.. 41 s r^°m°°°^•°-°m• °^°°°°"b EXPIRES:1=1=15 mm:err^,.nrr.e.aaal°n.raaa..aamw _ mnrraw..�rarerew...a. November 24,2015 W"IISA.I^°�rrpuTnr S°Rnr 76,7(IL).Eerr to e..c�l m°~•6 Y•iw d+aro�.rw•�.eeet-u%(,eaR-trs Alrta4 des;gn prepared from Compeer 'input by Pacific Lombe[a�0 Truss-BC LUMBER SPECIFICATIONS TRUSS SPPN 31'- 9.0^ IHC 2012 MAX MENBER I'ORCES 4WR/GDF/Cq=1.00 TC: 2.4 DF e168TR LOAD Ul;RATICN INCREASE_:.15 1-2= 0) S72:1-(-3<0) '_:49 3 -(-253; 193 10-11 -1915; 892 BC: 2x4 DF 4:c8TR SPACED 24.0.O.C. ? -25:97 Id6 2 :3=(=201 _79t 4=(-'_.1 529 :�-1: -::8) 158 WEBS: ^_xd DE STAND -4=:-2=161 '149 'J-_4=(-.'.91; _599 '4-.3=(-7 17; 267 LOADING 4-'_-:6':61 717 14-15-(-517) :855 - `.=(-533) 1_63 PC LATERAL SUPPORT<- 12- UQV. LL('_5.0`-DLl 7.0) ON TOP CHORD 3.'..0 PSF -6=(-15967 139 15-16=(-�77) _855 13-6-(-704) �S2 BC LATERAL SUPPORT<=12'-. UON. DL ON BOTTOM CHORD= 10.0 PSF 6-B=f-1922; 056 16-17<(-603) :351 L-14=(-299) 431 TOTAL LOAD- 42.0 PSF -9=( 01 0 14-9=1-472) 448 ( -------- ----^^_-- _---- 9-9=(-15981 9^_B 3-15-( -7j 11 NOTE: 2,4 BRACING AT 24-OC UON. FOR :,L-__PSF Gr-,,d Snow ;pq7 9-10=(-'.9;5; 887 8-16 -932) J211 ALL FLAT TOP CHORD AREAS NOT SHEAT RED9:9 ---------------------------==-»^^^ BO-TOM CHCRD C:IF CI(E',^,FOR A 20 PSF L:MITE-STORAGE , 16-10=1 01 311 LI U<LOAC AT LOCAT:ON(S) SPEC`FiED BY IHC 2012. OVERHANGS: 12.0" 0.0^ THE NOT-CHORC DEAD IAAL IS A MINIMUM OF 1D PSF. BEARL NG MAX VPRT MAX HORZ BRG REQUIRED RHO AREA LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES O'- 0.0" -403/ 11 1 -279/ 3'_3H 5.50" _'.74 OF 16251 37'- 9.0^ -519/ :578V 0/ 0H 5.50^ _.53 CF 6251 M-1.5x4 o equal at n -st ructu s. ve r.[ca.members (uon)� ST 2: Heel to plata corner 1.15• OND. 2: Desi n checked Eo[net(-5 psf) u lift at 24 spacing. For hanger specs. -See approved pians oc VERTICAL DEFLECTION LIMITS: LL=L/240, TL-L/18 0 MM L:.DEFL ^,.002•@ - 0.0' Allowed O.tOC" CREEP DEFL -0.003^ . - - O.C" Ai=owe CRd MAX LL DEF:.- 0.117•@ 23'- 9.5^ A:.owed- :.842^ MAX TO CREEP iJE F:._-0.262^@ 23'- R:1 A�I-d 2.456" 19-00 18-09 MAX ROR I2. LL LEFT, 0.049"@ 37'- 5.5" MAX HORIZ. TL DEFL- D.082-@ 37'- 6-06-11 6-02-11 6-02-10 4-06 2-03-042-11-0-04-10 3-09 3-10-11 �s:qn conforms r indforce-:es:st:cg 12 12 '2 system and componenms[antl ciaddi^g:r:_er.a. 7.00 M-4x6 Q 7.00 Q 7.00 4 0•. Wind: 140 mph, h='6.^_ft, '"CDL=4.2,HCDL=6.0, ASCE 1-ID1 (AL:He:ghts7, Enc losetl, Cat.2, Exp.B, MWFRS(DII), Oad duration fac1o:=1.6, M-5x8(5) End v rt LCal(a7 ar exposed c ..Ina, 3.1 M-3x4 .nJshe bl-aed f--hewcrassoadLY 0.25" -5x10 M-5x6 M-1.5x3 + M-3x82 M-1.5x3 M-3x8 M-3x4 •25" M-13.4 M-115x31E M-4x6 " M-5x8(5) M-3xB f'D 1".RO�[.�n {• C U L i r. i i w 4 GIN 9-07-14 9-04-02 9-09-08 4-09-07 1-06-06 7-07-11 L L 1-00 37-09 8'9.782PE JOB NAME: 17995 SAGE BUILT 3980 - D7 NIII�M\ 0616ML MaMrar robe. Truss: D7 .avwa�w.m,. m "woa... .uoa�."�".:m"w"o.""°"°'al �QRE{3(H+� na �". lm�aa.as..ab.b,o,,,....m.�"..:..a..,. .a.a ,..�.m.,'aa,.b,.�ro....• �'9,t� qRY a.AlYb4bapbarybvgnm.bmwdano b.eaaaa _�'� evw.a mmaavdmdbbbY,elm• ..ae.�L,am...a.•b„a,.l.�".".ae�a .,o :..a�a,�,...bmmm�aa...roma, � DATE: 11/23/2015 e+napm.aryae.mage.pw yil•roaabq.gvl�•ale•oq..y..a."°"..".6a.a.'"'"�"' PAUL. A SEQ.: K1552159 ��•^ ^•+a•~^a..,aba, ww ila.m..aam,..m.�...N.,'a..:.,ba.�ae.�• a rma...broaa.b.amrobrowaa.ar a.a.v.mxwa s.0a�w�wmb.eur...m da.a�a.aa„�aa....."aAro.ro TRANS ID: LINK dale bde..agbam aar amw..:a . ..1.w roneaa'aw. a ar<..ro�aa,..a�..ro....e«m . . ..m e. e... mama.a ma•..m.. EXPIRES•^12/31/2018 elmbma,I.aeae,awa.'.•aeemrbea�w.ab 7 o .d.o.umwa«namabbaba..m w e P.bawe a.mea eanb.aw...mcwe.m.�,. November 24,2015 441r.k usA,malcaawrab sonb..re.2(1LEa: m.�e.�`m•aw.��w�....e.4-,3,,.esR.,.ea M�*.a this design prep-d frog c _ er input by I- -,-.rand^cuss-BC m LUMBER SPECIFICATIONSTRUSS SPAN 3'- 4.0^ IBC 2012 MAX MEMBER FORCES 4F'R/GDF/Cq=:.00 TC: .'x4 DF If16BTR LOAD DURATION INCREASE=1.15 1-2=( 07 5] 2-4=(0) 0 BC: 2x4 DF Y15BTR SPACED 24.0.O.C. 3=(-69) 43 J-FRAL SUPPORT<= 12^OC. BC LATERAL EUPPOR'<= 12.00. UON. LL( 25.0)-( 5.0)-( ].0) ON TOP CHORD 32.0 PSF BEARING MAX VERT MAX HORZ BRG REQUIRED BRG AREA DL ON BOTTOM CHORD= :0.0 PSF I- ONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES) OVERHANGS: .2.0" 0.0^ TOTAL LOAD- 42.0 PSF 0'- 0.0^ -49/ 31dV ^1/ ]3H 5.50^ 0.50 DE ( 625) 38V 0/ OH 5.50" O.Ofi DF ( 625) LL--S PSF Ground Snow (Pq) 3'- 4.C^ -35/ 82V 0/ OH 1.50^ 0.13 OF ( 625) S"CRAGE DOES NOT APPLY DUE TO T:iE SPATIA:, 7.11 REQFIREMENTS OF IBC'012 AND IRC'OIZ NO-BEING MET. OND.-2 -q,checketl for cel(-5 psE) up1iE,at 24 Ing. BOTTOM CHORD CHECKED FOR DOPSF:.IVF LOAD.TOP AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. VERTICAL DEFLECTION LIMITS: LL=L/290, TL-L280 MAX LL DEFL -C.OD2•@ C.C^ Allowed 0.100• MAX IL CREEP DEFL -O.003'2 - - C.C^ Allowetl= 0.133• MAX'C PANEL:.L' EFL= C.006• + :.6^ Alloyed 0.220" W1X':O PANEL TL _-0.006"4 __ __,6" A1_awed= 0.330• MAX IT RTZ. LL DEFL=-0.^DC^@ 3'- 3.2^ MAX HORIZ. T:.DEFL -O.ODO"@ 3'- 3.'^ :k s:gn conforms- ied�c rce--es:sting sys�en anc_ompo-e r.�e and c:adding cr._er:a. Wind: :4O mph., h-:5ft, TCDD 4. BCDL-6.0, ASCE]-_C, (AL1 He:gh tsl, Fnc losed, Cat.-, Exp.B, MrFRS(Ji r), oad dur n factor=S.fi, F.nd v r 1(s) exposed y:nd, setlesigned Ind :nadso ...'he Pane If theyt...ss M-3x4 1-00 3-04 PROVIDE E'.1I.I.BEARING;J[s:'_,4,3 gD PROFESS 7E JOB NAME: 17995 SAGE BUILT 3980 - El Sca:e: C.9S29 ' OBOI1LMMy 4 /� 1�1M wmon wribnb .Oti0awOvnn NOYs b.pn anM o.:.�. nmeni .A Truss: El ON �. vwaw e.nn....u..m ,�., mnw�.a.+mbc.n e..y:w."�M+wo�o: _�J/ s.•adew l.,wnn d.="c a...�F'Wnnpn Nmneuam � �• 1 _\i/ mym.diya Mnm.M.mW pm:vnm Em�pa -n4 cigpwry inti bo]Nrw yra.TvinyliW 1, .nrn.w.,d, anwoeanenn(rq wo-w.arxa pAUL.A DATE: 11/23/2015 un�..a,.crram.daely a.dr 3 hiry.a eri4p:ya r.a Erepny..e.w.aen.. SEQ.: K1552160 wmawle..Fwee.m.am.a.amarrE,.�4w o..re..aw�na.n�w.fras.�.a..�e.m, TRANS ID: LINK a.�m.e.np.am.n.a"w•.m w..ra,yr „ EXPIRES:1PJ31/2016 s anpm..n.�w.n�awn.m xmre..a.�wn.n Mr•••`r November 24,2015 WI „IrcR: T.SOM.n T.1.7(1 L)E aFer E..c wn�atrt�d•V��Mw.M E9R.tJ1�.E9i.tYb M�a4 s design prepared tr..,comp'-1 inpt by P.--,, L_,m r and T:'u ss-BC LUN®ER SPECIFICATIONS TRJSS SPAN 37'- 9.0" IBC 2012 MAY.MEMBER FORCES 4WR/GDF/C4-1.00 TC: 2x4 BF tISBTR LOAD CL'PAT2IXJ INCREASE-..15 1-2=( 01 57 _-__=(-43.) '_156 3-'_-(-2521 200 10-IT=(-19751 602 BC: 2r4 OF 41aBTR SPACE '4.0'O.C. -3=(-2E_8: 6?d -?-I-302) 1798 12-4-( -261 X28 :�-'1=(-1111, ]5 WEBS: 2x4 DF STAND l-4-:-_276) 636 :3-:4-(-324; 1599 269 L.-1-14-5--1616) 60: 14-.5-(-517) :655 '.3-5=(-9851 121'4. TC LATERAL SUPPORT<=12"0C.ION. LLI =5.01��I.; ].0; ON'OP�HORD PSF -6=;-1596) 643 -16=(-517) 1055 - 6=(-6691 4:4 n 15 BC LATERAL SUPPORT r-12^OC.UOS. DI. ON BOT- CHORD 10.0 PEP 6- =-19'^) 705 16-]7=(-4211 1357 6-14-(-182) 407 TOTAL LOAD= 42.0 PSF 1-9=�-1591) 61'2 14-7=(-389) 29'l ------------------------------- N --_-e__ -----_-_-_-__---- 9-9 NOTE: - BRACING AT 24'OC JON. FOR 1- _5 PS:" 3",."Snov 629 ALL FLAT TOP CHORD AREAS NOT SHEAT BED ------------------------ ------- SO:'.CM CHOR. ^_-.e.C- FOR Aw+- `�D E.CPAGE :6-1 9 0) 391 n ogc_ -:AAO A7 LOCA':ONIS) SPEC!F 2 BY IBC OVERHANGS: 12.0" 0.0" THE BOTTOM^HORD DEAD LOAD IS A MINI N OF 10 -SF. BEAR:NG MAX VERT MAX HORZ BRI RKQU IP11 HRG AREA LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES) 0'- 0.0' -1'12/ 1710V -.'61/ 297H _.50' 2.74 :J,'( 6_57 3'1'- 9.0' =i6/ 1S]SV 0/ OH ..cD' _.53 JF ( 6251 JT 2: Nae1 to plate cornet= ..75' .or hanger specs. -See approved plans OND. 2: Design checked foc net(-5 psf) uplift at 24 spacing. VERTICFl1,DEFLECTION LIM:':S: LL L/.'40, MAX.LL DEF:.=-0.00'"'a 0.0• A ` owed 0.:00' MAX. CREEP DEFL--0.003^@ A'_:owed- .1,3' MAX 1.142' 19-00 9-05-03 1-03-11 8-00-02 MAX TL CREEP DEFL--0.'62^o _- - q,5^ Allowed- 2.456" MA%NORCZ. LL DEFL- 0.049"@ 3'!'- 5.5- 6-06-11 6-02-11 6-02-10 4-06 5-02-11 1-02-143-10-11 3-10-11 MfV(HDRIZ. TL BEFL 0.c8 @ 37'- 5.1- 7-10-12 -1- 12 eaLqn12 M-4x6 12 1: system and compenerts and c: -T, '1.00 4.0" Q 7.00 Q 7.00 Wind: :40 mph, h=26.2ft, TCDL=4.2,BCDL=6.D, ASC,:1-t0, ,�. (A I: He ights), Enclosed, C2, Lb. MWFNS(Dir), oad duration facto1=1.6, i:rd v r ;s) a exposed r. -nd, M-5x8 Is) e cical re e 3.1 s aes_gned f r ina_oads M-3x4 cc cY.e pane of 0.25" M-5 X10 M-5x6 M-1.5x3 M-3x8 + o M-1.5x3 NM-3x8 M-3�1x9 10.25" M-3x4 M-115x3 6 M-4x6 mow: M-5x8(5) M-3x8 �� ED PROP 4Ss L 9-07-14 9-04-02 4-09-08 'I �' 4-09-07 1}06-06 7-07-11 , � +' h � 1L 00 37-09 y 4� E3782�E JOB NAME: 17995 SAGE BUILT 3980 - D8 Scare: C.:46i• .� rww.ro. oodnuLrar.s. unranw...omc h Truss: DB F £� .m wammwe�.rm•.�aw.a .aM.4aalowm ww �d•w.�..�dMawm w...�i...�.�.wwx � � 2� ].xa mmmw.m.weenrnu mom e.i•mwav,I.n rowe. . mwa mmwe..•m.ncvwbam.m+ew ay., s I4em.11nwn„m.wm.rm.•slarvaa�amm4 z� aP.Maxmmaanfae.alaand.wan '9 qRY 15 aw.m news wm...ld.+wa �uw�+lav•��.•.m..n••Iw e�wanao'.•w..�w'w ww a DATE: 11/23/2015 'a e.mpm.0+q aewpw.,q wgwr s.y�aq"a m•pgnur�baprgine www oun.��) �PAUL •'� SEQ.: K1552161 m.aammd•la+^a•mr^"..^•m..a.lrwe.�,.,w iwam,..w..w.wnaa.�.cwr�e.m� - •nrangamaammvmuauamriwaa•+awn s oapn.wm.vwev. in•wnwmn•m+mm.m. TRANS ID: LINK aw'wae.•wl.em.n Wmw.m .,4..m,"wmr.r... 5 ...••a>..4w...a�w.aw,arM ."�N.6. �...w..•M..��.,.m.4 EXPIRES:1PJ31/2016 r.e,sm.,l..a,ro.wo•.+.,a"m.m.ar�'w•,m 'rl.�i..we.lenma�emaw a'm,.•�a rn.,.,,.r,."...a.�,,,dm.,.,.�,...a,ma _ ,a,,,m„Q•„ November 24,2015 IAT•Y 1164.I=JC•npatrls SalM•n)!.l(1L}E orererc��m�nmamr Ml•tl�iP.•IwwEm-13I I.E9i 1YY MTa4 s des T9n prepared from computer input by LLTIBER SPECIFICATIONS TRUSS SPAN 6'-10.0^ IBC 201_' MAX 1-IBER FORCES 4W/GDF/Cg-1.00 TC: _x4 OF M16BTR LOAD DURATION INCREASE-1.15 1-2-( 0) 57 2-5=(-77) 103 1-1=1-218) 215 BC: 2,4 DF-BTR SPACED 24.0^O.C. 2-3=(-16 HOBS: _x4 OF N" 3-4=f 0) 0 LOADING C 11FRAL S'-TOR'.<_ 2•CC. '.OM1. LL(25.0)•DL( 7.0) ON:OP CHORD= 32.0 ESE RC LATERAL SUPPORT<=1'_"OC. UON. DL ON HOT'CM CHORD 10.0 PAF BEARING MAX VERT' MAX HORZ BRC REQUIRED-AREA TOTAL LOAD= 42.0 PSF LOCATIONS REAC-IONS REACTIONS SIZE SQ.IN. (SPECIES) OVERHANGS: T'_.0" %S. 0'- 0.0" -66/ 428V -68/ 192H 5.50^ 0.68 DF ( 6257 LL=25 PSF Ground Snow (Pg) 6'- 10.0" -4_/ .7SV 0/ OH 5.50^ 0.45 DF' ( 6 57 :IMI'.ED STORAGE DOES NOT APPLY DUE TO THE SPA"_AI. REQUIREMENTS OF:BC 20:2 AND IRC 2012 NOT BEING! 7. OND. 2: Design--d for nar(-S psl) up'.lft et 24 " iag. BOTTOM CHORD CHECKED FOR 10PAF LIVE LOAD. TOP AND BOTTOM CHORD LIME LOADS ACT NON-CONCURRENTLY. VERTICAL DEFLECTION LI-S: LL-L/240, TL=L/ISO MAX L DEFL=-0.00_^@ -1'- 0.0" Allowed 0.100^ MAX CRF:F.P DEFL=- .P03^@ -1'- A:lowetl .:33^ MAX TC PANEL DE .20?•a - - Allowed 0.4fi 4^ Aic`C?AV:.r�QEF:._-.,._C9• a a - �._• A::owed- 0.696• 6-D6-04 0-03-12 MA%HOHIZ. '_L:l E::.- 2.�C1^a 6'- 6.^ 1_ MAX HORLZ. TL OF. 6' ^ - 6. ^ 7.0l M-1.5x3 a^form: ;ndforce-res_st i-.g weiar.c •o ma w =yatert,arc compooe-.cs and�:aaaing�.__ar.a. riind: 140 nph, h=:Stc, TCDL-4.2,BCDL--fi.O, ASCE_-0, (AL Heigh.:.:;), Enc_osed, Cat.._, Exp.B, -'RA(2-::), oaa anration farcor=l.6, End vertical(s) a exposed w:nd, s designed ind!oadso Ll o - M-3x4 M-1.5x3 6-06-04 0-03-03- 12 gyll p 1-00 6-10 t`atp ry�L`Sn `4OIN 89782PE JOB NAME: 17995 SAGE BUILT 3980 - E2 Scale: 0.4"IJfi OREGON Truss: E2 ar c.n.m Na. , Irw�.n pro .rw wrc�.ow� '.w.s+Fa�..m•auewr P.mr.n,�qa za.. PM'Ar+'.+6wcR07rm arv+M�OI DATE: 11/23/2015 rrpen.errau.nrs'n aror y.3„p,yyos wy��y.dre�sn.. AAUI, •' SEQ.: K1552163 •.wn.a.mae e.mre.�,..,.v,.a,.�u r.re,�.e e.,.rer awr.e. .e.ry ae.�..Pr,.�..m, m.wr rer..m.rwn rrm or.w. 5 D­w.�..e e....a..nm�d...�..a.ma TRANS ID: LINK EXPIRES:12/31/2018 November 24,2015 pY`a•gi.rwwE9R-t31 i.E9fbtWp(Nrt.q "F.is designf-o preparetl m computer !Tp- by .acitic Lumber and Truss-BC LUMBER SPECIFICATIONS TRUSS SPAN - 0.0" IBC 201' MAX MEMBER FORCES 4W3/GDF/Cq=_.00 TC: 2,,4 DF 411— LOAD DURATION INCREASE-..1? 1==(-14) 4T z-d=(01 n BC: 2x4 DE t16B^.R O._. --3=(-66) '9 TC LATERAL SUPPORT< '•CC.UCN. :.pA I':NG BC LATERAL SUPPORT<- 12"OC, PON. Li.(2i.0)— 1.01 ON TOP CHORD= ?SE BEARING MAX VERT MAX HORZ BRG REQUIRED PRG AREA DL ON O"Tq+CHORD 10.0 PSF LO=AT.ONS REACTIONS REACT I(AJS SIZE SQ.IN. (SPECIES) OVERHANGS, 7.0^ 0.0" '"TOTAL LOAD- 4'.0 PSE 0'- 0.0" -36/ ?1SV -1 S/ 9EH 5.50" 0,35 DF ( 625) 0'- 11,9" -36/ '_CV 0/ OH 1.50^ 0.03 DF ( fi'S; LL=-_ PIF Snow (Pl) _- 0.^." -i/ 1BV 0/ OH 5.50" 0.03 OF ( 6231 TE::STORAGE DOES NO-APP--Y— TO TH_SPA—T 1-00-11 REQUIREMENTS OF IBC_—AND:RC_11-ICT BE=NG IT. � ' .OND. 2: Design checked for net(-5 psf) a lift a 24 inq. BOTTOM CHORD CI�CKED FOR lSPAC LIVE LOAD. TOP AND BOTTOM CHORE :.i V! LOADS ACT NON-CONN RRENT LY. VERTICAL CEFLECTION LIMITS: LL=1./_40, TL=L/180 1'_ MAX LL HE FL 0.000"@ 0'--0,0" Allowed 0.058" MAX TL CREEP DE FL -0.000"@ 0'--T.0^ Allowed MAX EI.DE FL @ O.C" AI'_owed MAX IT PANEL LL DE FL 0.000"@ C'- 0.5" Allowed 0.059" MA%TC PANEL TL DEF:.= 0.000^@ 0'- 8.5^ Allowed- 0.089^ MAX PC PANEL IL PEEL -0.001"@ 1'- I— Allowed 0.T172" MAX HO R IZ. LL DEFL=-0.000"@ 0'- 11.9" MAX HORIZ. TL DEFL -0.0..^,0"@ -11,9" Design c n s [o ma vindtorce-res ist inq system and�omponen[s and cladding crrterta. Wind: :40 mph, h=15ft, TCCL=4.2,BC DL=fi.0, ASCE (Al1 Heights), Enclosed, Cat,-, Exp.B, MVFRS(Dirl, oad du rasion Entl vcal(s)aa exposed r wind, Trussedesigned for wind loads ,n the plana of the tr.ss only. 1 7o 4.— ' y y 0-07 2-00 PROVIDE FULL 8EARING;.Its:=,0,4 �RF;D PROFFs, Q 782PE JOB NAME: 17995 SAGE BUILT 3980 - EJ1 Ecale: C..P,1: w.�.. �N.a.. w..r.».,.. Truss: EJl mom. �ORE43ON �•. wv.Ml,c.e.a.�mrm� m., a Ima •ww. awo.eo. .�m J raeev.IWryp.�bN.rlY�n^uw.tllFr ,nnpaerilael a�' .V wM' ,I J aDATE: 11/23/2015 a.spmreq ae,.ealr•awpiw ) /�.UL. n m..a drr•s r..l>r+•+v...e rw.ww,.. SEQ.: K1552164 �twl...,.m,m....er„e e.»rwd•n m.rv..r m.. s��a...o-�..ce....am.,,mm,......�,....m.M TRANS ID: LINK 4.w�wre..wl.ee.er m„Iw�.a a .NFlrmrm... EXPIRES:12181/216 auvmnlw.•,.w,,.e..e l,...r„�amm>..s 1 o.pl..,,�m+.a•.+.o.•na.<r m.a.•I�.e,�,r.a.,la.ame..�.�,...r,,.,er a�rwe.avra.,me�a�aw...b..�.ne,�� NOV@rtlbCf 24,2015 ,rm'mw.,ece,moNa.n.rwan..we.oa.a+, _..np,+nl..w. NTN LffiA,Irc,CaequTM Sollw.n 7.67(lu4i �0 h,eec nwb pr,r.T.4unwE9i-,]tt,E— W. prepared f. Ompu.er inpec by .a_..�c ,.u:aoer ana rr:,aa-ac LUMBER SPECIF:CATIONS 10-00-00 MONO HIP SETBACK B-00-00 FROM END YII,LL IBC_D1' MAX MEMBER FORCES 4WR/GCE/Cq=1.00 TC: 2x4 OF 9I63TR LOAD DURATION INCREASE=1.15 (Non-Rep) --_( 0) D] 2-6=(-255) 65� 3-6=( -21 E1) 220 BC: 'x6 DF SS _'-3 -833) :40 6-7=( -69) 10 6-9=(-499) 339 WEBS: 2x4 OF STAND LOADING 3-4=(-6:4; ::4 6-5=( -166) '.040 5 PSF C and Snow (Pq) 4-s--49]; 1_P 5-7-(-:2:4) 3:7 TC LATERAL STPPOR'"<= 1_•OC. "JON. TC IN:E:.L( 50.0)• ( 64.0 PLE' 0'- 0.0^T H'- 0.0•V BC LATERAL SUPPORT<=12.00. 'JON. TC UNiF LL( 5.0)•DL( 35.0)= :60.0 PLF 6'- 0.0^TO 0.0^V BC UNIE LL( X0.0).DL( 50.0)- 50.0 PLF 0'- 0.0•TO t0'- 0.0•V BEARING MAX VER:' MAX HORD BR REQUIRED PRO AREA ----- -----------------------=- LOCATIONS REACTIONS REACTIONS SIDE SQ.IN. (SPECIES) NO Tr; 2x4 BRAG:NG AT_9^OC'JON. FOR `.0 CONC LL( 466.7).DL( :30.7)- 59].3 LBS @ S'- 0.0^ 0'- 0.0^ -55/ BS:V --IS/ 159H .60^ 1.36 DF ( 62.5) AL:.FLAT TOP CHORD AREAS NOT SHEATHED '.D'- 0.0^ -346/ 1'04V 0/ ..n 5.50^ 1.93 DF ! 62.5) ---------------------------------= L:Q(JIR SNTS OF DOES NO'. APPLY C-TO NOT BFINSPA-O I. - REQUIREMf,NTS OF:BC=0:=AND:RC 20i�NOT 9EIN,ME'. OVERHANGS: 12.0• I.I. BOTTOM CHORD CHECKED FOR IOP LIVE LOAD. TOP OND. 2: Design checked f -(-5 ps`) uplift a 24 spacing. AND BOTTOM CHORD LIVE'.LOADS ACT NON-CONCURRENTLY. VERTICAL DEFLECTION LIMITS: LL-L/240, TL=L/- .or han -See d lays MAX LI.DEFL=-C.00=^@ -1'- 0.0" A'0wed 2.100" ger specs. approve p MAX ^CREEP OEFL= -0.0:3. 2 - D.0^ Al-'d ^..133• H'- 0.0^ A:LOwed- D.454• 7-11-11 2-00-05 -Y TL CREEP DE _ ^.39• a _ ;,D• A1:Owea -06' MAX HORIZ. LL DEFL=-0.00?^@ 9'-10.3" 4-01-04 3-10-07 2-00-05 MAX HORIz. T1.DFFL- 0.004^@ 9'-10.3^ 597.30M M-4xfi w:r.dfOrce-res_s_:-.q =M-4x4 sys-em ecd(c e.._s and c'.alai cg c.._e..a. Wina: 140 mph, (All Heigh":,), Enclosed, Ca:..', Exp.B, MWFRS(Dir), -- Load tlu rat ion f r-1.6, End v a:(s;aa exposed wind, e rt.c s des_n�ea e- i:a loadsn cnly. M-1.5x3 t��j 4M-1.4 M-4x8 M-1.5x3 L y L 7-07-04 2-04-12 y PR.UFFs 1-00 10-Oo L ��� s �tilN 1� 89782PE JOB NAME: 17995 SAGE BUILT 3980 - Fl Scale: 0.39H� Truss: Fl .m mgam.a�ro9�w 4L� DIY aJ ` s.aaewmo-.,www o-.aa ..o-.r Wap m,•m,m, z Deiw� m:w.�emmw9.e e.r.no-..ar �T ,. a�wm•meo,r n,w..a o-.+wa w.n ...ae(. .�,'r"�'clwa nr+°ie�i� w'1 1J DATE: 11/23/2015 ,�oen.d'ry au.e,wpe�pw 3 Linc.aby,gw r,.wwrp�w..a..w..:cw,•• ���'TL� SEQ.: K1552166 r� (wl.rw�ao-,..e.�.o..�,aw�.,..a..�...�.,.o-, m..nwn wn ee.o+w. s. TRANS ID: LINK EXPIRES:12131/2016 November 24,2015 u s des n prepared! omputer "put by om C P., :,mbeL and I,,, -RC LEMS R SPECIFICATIONS TRUSS SPAN 10'- 0.0^ :BC 201= MAX MEMBER FORCES —/CDF/Cq=1.00 TC: -xd DE Y11.IR LOAD DURATION;NCR—E_ ..� -�_( 0) ?-6=(--111 389 ''-'_4 BC: 2,,DF Y16BTR SPACED 24.0'O.C. -3=;-469) 1:H 388 3-1 -4'91 176 WEBS: -xd DF S-AND 3-4 -:6d) :-(6 l-9=(-':7-) 158 LOADING TC LATERAL SLP:ORT<= 12•0C.CON. LL(2S.OIC1. Z.O, ON'.OP CHORD= 0 PSE -. BC LATERAL.S(.P PORT<- 12"0C.UQY. DL ON BOT-OM CHORD 10.0 PSF TOTAL LOAD= 4-.0 PSF BEAR'Nl MAX VERT MAX HORZ BR(; REQUIRED BR,AREA OVERHANGS: 12.0^ 0.0^ LOCATIONS REACTIONS RFACT:ONB SIZE. SQ.IN. (SPF.C'ES) I,I.__S PS _ro:acd Snow (Pq) 0'- 0.0^ -67/ 1471 -.0-/ '_OCH S.SD" 0.87 7F 16257 :0'- d:9V 0/ Fi �.�0• 0.67 OF I o=51 •'For hanger specs. -See approved plans LIMITED STORAGE DOES NOT APP:.Y DGE TO THE SPA-:AL REQUIREMEN-S OF INC.112.AND IRC-D1-NOT BEING-I. BOTTOM CHORD CHECKED FOR IlPSF LIVE:LOAD. TOP OND. Design checked far nec(-5 psf) upli.`r. at 24 " spacing. AND BOTTOM CHORD LIVE LOADS ACT NON-CONC:IRRENTLY. VERT—AL DEFLECTION:.:MITS: :.:.L/'40, TL-L/180 AX!-DFLE =-0.00.'•@ - ':,1: MAS CREEP JE F! _-0.0^.3' 2 - Al:owed- O.i�3^ AY.:I.DEF:.--0.005^@ 5'- 3.]^ A! _d= 0.1Sd^ 5-04-09 4-03-11 0-03-12 MAX TC PANEL.TL:TEFL= D.a^1•@ _- 6.1^ AT_H MAX HORIZ. LL OEFL 0.009^ 1� M-1.5x3 MAX HORIZ. TL DEFL 0.'1^,d^@ 9'- 6.5• 7.DO 5 Des iqn conforms r icd'orce-resisr inq syscem antl compone r.-�s+and claddiiq crtr era. W-d: 140 mph, h=1Sfr, TCDL=4.2,A-L-6.0, ASCE.7-10, (A:_Heights), Enclosed, rar._, Exp.B, —.IS(I—) odd duration f =:.6, -.tle v eased r ._^d, setlesianeaforw:, toad:� M-3x4 .:,Lyne place�. I—ceras only. � M-3z4 M-165x3 M-3x4 L � L 5-02-13 9-09-03 L Pr(4D `Of G I' 1-00 10-00 GIN E897 -E JOB NAME: 17995 SAGE BUILT 3980 - F2 Truss: F2 erq..e..s.^r r.....n......a.ro..�ee wN ,�pREGON1 �. «avr^w.e.w. nmw err a«.r rYY.. a,n,,,w,.n Acaoc+n ara..en e..a.w..m.Ac.. l Yrla�l xYlpenrybeyC.w�w YM1itr Wrp mrNvden 1.OrT Yv by YllY EOOo(nGv>CY.1�rY baaOr •� q.�.v.4rra�wN>Idseo-�P'^�+^t b.mYa 1arNrtY�o �cmwY wi4r bctlem96.'Yvw�nOhM y DATE: 11/23/2015 �.,m..wa..�oY..a- b,,,o,a,.awdr..,,'�'"r.,,.�,"°".na�.°'°'"'"'Yre�' �PAUL Q•� R\ SE K1552167 "�r.a.nwYe.wo.Ye.n m^..+al r,err ra.a.ow : �t.e��.�..rm.c....errm..�r.,n..rwa.v.r,,... s:�...^..mm...�.me...a�^..en•.fa,�......�.,.a.m.M TRANS ID: LINK aw'nw Y..Ya.Yo rr�.w^.a .'.Yx•err m^amrar.. EXPIRES:12M1=16 o"" � 'Y�^..Y : aw...eaoY..e�oa. November 24,2015 mirwrrw.era.r...a.n.n re.n.•..n.Y.e.^....,r .rnY..a.,... NT.k U .IrxJC.xPITr S ,7,6.1(1L)-E rY Yri(n wM.�.E9R-tJtT E4R-(AY N.T.) s d-gr.prepa_ed from conp't- inp�c by .ao...o ---aid r.ss-ac LUMBER SPECIFICATIONS TRUSS SPAN 0- 0.0^ IBC 201.: MAX I-tBER FORCES -/GDF/Cq=1.00 TC: 2x4 DF#_aBTR LOAD DURATION INCREASE=1.15 1 -(0) 11 Z-4=(0) 0 BC: 2x4 IF 41-F, SPACED 24.0.O.C. '-3-(0) 67 C LATERAL SUPPOR-<_ -OC.ION. LOADING BC-FRAL SORT<_:2-OC.- :.L( 25.0).DL( 7.0) ON TOP CHORD 32.0 ISE NEAR:- MAX VERT :A%RORZ 8- REQUIRED BRG AREA GL ON BOTTOM CHORD- 10.0 PSF LOCATIONS IFAC-NS REACTIONS SIZE EQ.:N. (SPECIES) OVERHANGS: 1'_.0^ 0.0^ TOTAL LOAD 42.0 PSF 0'- 0.0^ -59/ �06V -13/ S1H 5.50^ 0.46 OF ( 6^_5) 1'-10.9^ -12B/ 150V 0/ OH 1.50" 0.24 IF ( 625) LL=25 PSF Ground Snow (Pg) 0'- 0.0^ 0/ 64V 0/ OR 5.50^ 0.10 DF LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL REQUIREMENTS OF:BC_01_AND-RC'_0:2 NOT BEING ME:. OND. _: -g,, -h-Y.ed for-Il-5 psf) lift a �4 • ing. BOTTOM CHORD CHECKED FOR 1OPSF:IVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. VERTICAL DEFLECTION LIMITS: LL-1./240, TL-L/180 MAX LL DE FL--O.DO�^@ -1'- 0.0^ Allowed 0.100^ MAX TL 7REFP DE FL -8.003^@ - - 0.0^ Alloyed= 0.133^ MAX TC PANE_-i.DEF:. 0.80 a Allowed' 0.106- I_ -C PAI:E:. JE F__- ^2 Al.-= C.:s9• AY.3C 2M'EL:.:_CE FL O.OI'^@ 3'- 6.6^ Ai:awed' 0.354• MAX BC PANEL"1.DEFL=-.,..0:^L 9'- <.8^ A1lcved= 0.472• MAX HO R IZ. LL DE.FL=-0.000^@ 1'-10.9^ MAX HORIZ. TL DE F1.= 0.000^@ 1'-10.9^ 1-11-11 IMsigc= tr.a:ora--as sc.rg 13 syacea,a�a .e�.._aid�laad ing�r__ar,a. 7,OD Wind: .40 mph, h-15f-., TCDL-4._,BCDL=6.0, ASCE 7-10, (AllHe iq�.$), Er.c:osed, Cat.._, Ex 5, M,RS(Dit), oaa a.,rac_o, r o-..6, - sexesinedr e-a oaas p-,o. o � - � M-3x9 1-00 PROVIDE-L BEARB-00 �,aaEa PROIN FFss 782 E JOB NAME: 17995 SAGE BUILT 3980 - FJ1 Truss: FJ1 '�'n""n .a..adwar.r wEr wiema.w•....a win or..+r..awr.ro.w r.r.rw� (�()(#� �. .row e.nw w ,,.�. �ww..M•ararM e..P w...u,.w w.w 'nay � g` erwro ...+#r a,nem� '.°ip' ••ww ne.wereore. e�.,.mW.r of M�..m Miew.lpm,r.ntwopr cmreWrinls b...0 mar�w.wr.gnb DATE: 11/23/2015 ,r#r.a#r r#n me°"^ii Yiiei'o"r'r rrwro r.r,roRc7wm ww.yx) �pw=�� �V.rP�w ai,m.nb Vaw w bc^Y.w.M wr.Yer,.. /'i SEQ.: K1552168 TRANS ID: LINK e..cpnao wn�r.ow.m a�arwur N.smrwr.. e. ..�.�.�.�.m,eww.,wn EXPIRES•12Y3112U16 NOVBmbEf 24,2015 ewr.e USA.Irc.Cr Try sonwn.T51(ILR Ili,design prepared from Computer inp j, by Pac:tic:.umber and Tru--BC -ER SPECIFICATIONS TRUSS SPAN 91- 0.0" :BC 1012 MAX MEMBER FORCES 4WR/(CDF/C,l.D0 TC: -DE 1150TH LOAD DURATION :NCREASE=1.1' 1-_=( 0) 5 BC: �-4 DF 41s BTR SPACED .4. C.C. 3=(-66) 60 TO LATERAL SUPPORT<=12'OC. UON. LOADING BC LATERAL SUPPORT<=12'01. UON. LLI Z5.0).DL( 7.0) ON?OP CHORD= 2.0 PST BEAR LNG MAX VERT MAX HORZ BRG REQUIRED BRG AREA DL ON BOTTOM CHORD ^,0.0 PSE LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES) OVERHANGS: 12.0" 0.0" TOTAL LOAD= 42.0 PST 0'- 0.0" -30/ 31, -25/ 33H 1.50" 0.57 DF ( 621) 3'-10.9• -141/ 15'V 0/ UH 1.50" 0.24 DF ( 625) LE__5 PSF,round Snow (Pq) S'- O.D• 0/ SOV C/ 9H =.50^ 0. 6_51 LIMITED STORAGE DOES NOT APPLY DI;E TO THE SPATIAL REQUIREMENTS C: IBC 29.'AND-RC 20:'NOT BEING ME-. OND, 2: Desi1,checked Eor nett-5 psf) uplift at 24 sp..Lnq. BOTTOM CHORD CHECXED FOR lUPSF LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON-CONCI3RREN7I.y. VERTI CAI,DEFLECTIDN LIMITS: LL-L/'4C'O, TL-L/180 - " LL DEFL -0.002"@ - O. Allowed= 0.LOO: !AV(TL CREEP DEFL -0.093'@ 1.^' Al Lowed= 0.'33' MAX LL DEFL= 0.010'@ 0.a A--= MA%BC PANE:.LL DEFL -0.013'@ - 6.6 A-1-d- 0.354' MAX TC PANEL TI.DEFL=-0.033' @ - ' Allowed 0.391" MAX BC PANEL IT,DEFL--0.150'@ 4'- 4.8" Ailowed- 0.472^ 3-11-11 MAX HO R IZ. LL DEFL -'a"@ 3'-10.9" MA:(HOR:Z. 'L DEFL= ...CCC'@ _ -'.C.9" 1C 7.00 slYlt-cnodn Eco p- rin d:tdor-1res=st inq crtteria. Wind: :41 mph, 1=151:, TCDL-4.2,BCD-6,.�, ASCE-I ,A:.Heigh:sl, Enclosed, ra_._, -p.B, oaa F:ntl v ,)a exposed wind, Trussedes:gned forewind LDads in:he plane of :ha truss only. ori 0 1 - M-3x9 L � L 1-00 1PROVIDE FULL BEARING;J-2,3,4 8-00 PROFFss 782PE JOB NAME: 17995 SAGE BUILT 3980 - FJ2 ...1..: ..�E.�... ...a@.Mr.,.1 Truss: FJ2a,.a,. 4�Q� � w vv.ro ew„m„mwelw�,n a�w..la row�•n a°a.w��c�..�.r+.ec�w� if e` 4 �4RY 1 aq a.MIMnIMpan regelwr r,Cln m..o....wme. �°i'o' Mbp rq comincnwamC,IW„1Yraer DATE: 11/23/2015 we.a...wee.m.amrr�mw+r,�l.n.�rle,.,,.w ,.aI-I- .a..r.a�en...ammZ2 �...1.r..apAJL SEQ. K1552169 a`J TRANS ID: LINK EXPIRES:17131//2016 , November 24,2015 WTNl16,-C<mW>•t,w Sae..n 7.e7(1L)-E�� to e.w,arw pr rw�+lur wESH-nI1,E9i.iBll MiTrp "Y._s des_gn prepared from computer:rpm_by .ac_..c ...:mbec aid Truss-BC LUNER SPECIFICATIONS TRUSS SPAN B'- M. IBC 201' MAX;EMBER FORCES -/GDF/Cq=1.00 TC: 'z4 DF k:6BTR LOAD DURATION INCREASE=1.15 1-2=( 0) 57 2-4=(0) 0 BC: �4 OF.:,.TR SPACED '9.0^O.C. TC LATERA:.SUPPOR7< '•CC. ION. LOADING BC LATERAL SUPPORT- .'"CC. JON. IL( 25.0)•UL( 7.0) ON TOP CHORD- 32.0 PSF HEAR:`!: MAX VER' ^W%HORZ ARG REQUIRED SRO AREA DL ON BOTTOM CHORD= 10.0 PSF LOCATIONS REACTIONS REAG-IONS SIZE SQ.IN. (SPECIES) OVERHANGS: 12.0^ 0.0^ TOTAL LOAD- 42.0 PSF 0'- 0.0' -J:/ 4�2V -37/ 115H 5.50" 0.67 DF ( 625) 10.9" -:20/ 190V 0/ 0H 1.50" 0.29 DF ( 6257 LL=21 PSF---d Snow (Pq) 9'- 0.0^ 0/ 82V 0/ OH 5.50^ 0.13 DF ( fi25) STORAGE OOFS N'0:APPLY DUE TO THE SPA71A ASO IRF NTS OF:3C 2012 AND:RC'012 NOT BEING 'OND. Design checked for net(-t ps E) uplift ac 24 - BOTTOM CHORD CHECY.ED FOR lSPLIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. VERTICAL DEFLECTION LIMITS: LL-L/290, TL=L MAX LL DEFL -0.002^@ -1'- ^,.0• AllowedH - 0.100^ MAX TL CREEP DEF:._-0.00?^@ - - 0.0^ A1lowetl 0.133^ AX'L DEFL= C.000^@ 0'- ^. ,0^ Al:owed- O.C79^ AX CRI::?DEFL_ .000^a A::owetl O.:CS• A%-C PANEL:._DEF!._ - 3' A_:owed MAX BC PANEL iL.DEFL -0.181" @ 4'- 1.4• Allowed= 0.47 5-11-11 MAX HO R IZ. LL DEFL -C.001'L' 5'- MA10.9^ X HORIZ. TDE F -C. .L I. 001'@ . - 7,00 Design c :ndfo rte-resile system a�d`�mponenSsrand ctadd ing crirerre. Wind: :40 mPh, h-15ft, TCDL-4.',BCDL=6.0, ASCE 7-10, ,A I1 Halghts), E.rc:osad, ;rot._, i;_sp." Dad d'�rat:or. - s desSg^.ed fore wend:oadse rn She pane If �e-russ Doty. o - M-3x4 1-00 IPROVIDE FULL BEARING;Jt.s:2,3,4 8-00 PROfFSs ALGIN ��� 782PE JOB NAME: 17995 SAGE BUILT 3980 - FJ3 1'1UIIMMO�� 0lW1L MOM. unY�oMwv iuW Truss: FJ3 ..�. .p�i1F1Et3QN bM� .M.tl a Y OwMiN Neer Dema ApaoNry 4•MP PninY.W F.Y Y 15 �'w'.n e..ro +a.Mr wP�ro�'.wma �mm.w.n e,.�w'•n•m+n v..�.mr r'm'w `4� DATE: 11/23/2015 M .u+n.cm va.�ca ��e�.'cRC7ww a•r"..IMt:I mM,au.eMaro 9�w b�.,MM,.,a,r.MM.a,n,,.�....MM.,.. PAUL A\ SE4• K1552170 ' TRANS ID: LINK sMo'e.e�e..wii.ee..r mnw..n M.t«".rm�4M�•a�.. D-- EXPIRES... a. a.d.. 1=1=16 m. Miro.MkM�9.MnmYuenavrpm. 1 Fr0'wurrr.3WedmnPYPeaiNG a.a'.n..rnaw.amm.rrmAranw a a_w..wie.ameNovember 24,2015 ryrt.p + r -h:s d-,,,prepared frim computer input by .ecific Lumber antl T......BC LUNIDER SPECIFICATIONS TRUSS SPAN 0'- 0.0^ IBC 201.' MAX MEMBER FORCES 4WR/GDF/Cq='.00 TC: 2.4 OF t16BT'R LOAD DURATION INCREASE_ -.".-1 0) 57 ^_-4=(01 0 BC: 2,4 OF @1sBTR SPACED 24.C•T.C- 2-3=-.43) _09 TC LATERAL SUPPORT<_ 2•OC.UCH. LOA IN, BC IATERAL SUPPORT<= 12"0C.UCN. LL(25.0)•OL; ].0; ON TOP CHORD= '.0 FEE BEARING MAX VERT MAX HORZ BRG REQUIRED BRG AREA DL ON BOTTOM CHORD i- PSF L(xATi ONS REAUTIONS REACTIONS SIZE: SQ.IN. (SPECIES1 OVERHANGS: 12.0^ 0.0^ TOTAL LOAD= 4"'.0 PST 0'- 0.0^ -44/ 480V -49/ 140H 5.50^ 0.]] IF ( 657 9..• 0/ IO1V OH .50^ 0.16 DE ( 6257 _.,-3 PSF.r�entl SCOM D/ OH 1.50" 0.35 DF ( 6^51 LIMITED STORAGE DOES NO-A-Y DUE T THE SPATIAL REQUIREMENTS OF_BC 2^12 AND:RC 201'NOT BEING MET. OND. 2: Das ign checked for net(-5 psf) a lift a[24 .nq. BOTTOM CHORD RC t,EFOR LIPS'LIVE LOAD. TOP AND BOTTOM CHOORD LIVV E LOADS ACT NON-CONNRREN TI.Y. VERTICAL DEFLECTION LIMITS: LL-`/?40' =:./240, TL-L/100 MA%!.L DEFL- @ 0.0" Al_o.+ed- 0.100• MAX.TL CREEP AFL -0.003^@ -1'- O.1 A1loved L0:1'1': TL MAX TC PANE:.IL DE FL= 0.323^@ 4'- 9.:• A -= MAX TC PANEL TL DEFL--0.416•@ 4'- 5.9• Al loved :.0�5• 7-11-11 MAX HO R IZ. LL SEEL--0.001^@ ]'-10.9" MAX HORIZ. TL DEFL--0.001^12 @ ]'-1f,.9" Das:g�.Conf- : in :r.tlforce-res:s[:ng 7.00� system and componencsand c:adtling c_i[er.a. Wind: lA0 mph, -5f[, TC-4.2,HCDL=6.0, ASCE 1-10, IA 11 Heights), Enclosed, Cat.-, Exp.B, -PS(Dlr), oad d-tiny. 'a1.6, e Ena ba:(s) a c= see[ .,,d, aaeaq,ea f e-a�.oaaa ,n She pane of 'hev[:ess or.:y. M-3x4 1-00 gQVIDE FULL BEARING;Jt-2 4,3 8-00 `T PRO/.��. ct 782PE r JOB NAME: 17995 SAGE BUILT 3980 - FJ4 0.4919 �nw .w.amm.rw e..a..aawowmNa. .n,...mw.i Truss: FJ9 � ,w,,,,,a e.m.�oma.... ooe�.�.onti �•++wna�� '.��F�/����ry�� 2�. ...a S,m,i.If.R.�.h m.Nao +elft Cumpmar.na 1o�u�o��wi....ai.m...W�.am..wvn N' au...m.,,.m.. �eR.pa ara.a4wm.m.w q.ay.ra.aren DATE: 11/23/2015 'b w"•"°" °binf'm^'o°^'a"^a"'.'r o-.aww iau.�.o..w.a..� �pAuL SEQ.: K1552171 A� ...�aar.wnaoua..awu.m u.mo.w m.a s:��aa..v�w.mm e.��em.am.maar..«�woaa.aL TRANS ID: LINK 4..a�e..wr4c.n.omwa.af ..n•bvPoaama'a�.. .w am. a..4.. ....�.an�IM r D.�.. ..4.......f�..N. �ma,.d. EXPIRES:17/lrAIB .a.�.......wema...�. a aa.4.ma aw a.�,.aae4wm November 24,2015 AYTNI�,Inc R:ompuTns BOIMn)B.T(1L}E ,o�eec win baaa.�aegi�.w.�.[sR-,a,,.eaR-Iem M�Tµl . r This desigr.orepared t_ ompvter input by LUMBER SPECIFICATIONS TRUSS SPAN - 0.0^ IBC 2012 MAX MEMBER FORCES —IGDF/Cq-1.11 TO: '_x4 DF X16BT.R LOAD DURATION INCREASE-1.15 BC: 2x4 IF N15 IR SPACED '_4.0^O.C. TC LATERAL SUPPORT I •OC. 'ION. LOADING BC LATERAL SUPPORT<_12-OC. 'JON. LL( ].0) ON TOP CHORD= 3..0 PSI BEARING "NX VERT MAX HORZ BRG REQUIRED SRO AREA DL ON BOTTOM CHORD 10.0 PSI LOCATIONS REACTIONS REACTIONS Si ZE SC.TN. (s PECIE5) OVERHANGS: 12.0" 0.0" TOTAL LOAD= 42.o PSE 0'- 0.0" -fi 6/ 301V -13/ 5SH 0.48 Dt' ( 6257 1'- 9.2^ -30/ 25V 0/ OH 5.50" 0,04 DF ( fi257 L:,-25 PSI Ground Snow Pg) 1'-11.7- -18/ 42V 0/ OH 1.'0• 0.07 DF ( 6257 LIMITED STORAGE DOES NOT APPLY DUE TO THE SPA-:A:, REQCIREMENTS OF IBC 201.'AND IRC 201-NOT BEING ME'. BOTTOM CHORD CHECKED FOR lOPSE LIVE LOAD. TOP OND. .: —g,ch—ki d for—,(-5 f) u lilt at 24 • i�q. AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. VERTICAL DEFLECTION LIMITS: LL-L/290, TL=L/180 MAX LL PEEL= 0.003^@ -1'- 0.0^ Al:owed 0.100^ MAXTL CREEP DEEL=-0--@ -1'- 0.— Al—d 0.133^ 1-11-11 MA'F.BC PANEL:.L DEEL MA%BC—IL T'_DEEL=-,.;C1"2 _ A.:owed I' MAX 40R IZ. L.D'c EL -C.000"'a 1'-10.9^ T�0 MAX HORIZ. :'L CF.F'1._-G.DDO"@ 10.9^ De:;ign eo�fo rns indtorce-ces:sc inq system antl compose n'�s and c:add:-.g c__te..e. W:r.tl: 140 mph, h=:.if[, TCDD 4.=,BC DL-6.0, ASCI.1-10, (A1:He:ght s), Erc losed, Ca[._, Exp.B, MWk'RS(Di-), load du rat ior. factor=1.6, Endv al(s) a exposed t vi nd, Tvussedesigned forewind load:; the ll—,c. :he tress o.y. o .-3x4 7 I-00 2-00 PROVIDE FULL BFARING;Jts.2,4,J PROF, mak' 78 PE r JOB NAME: 17995 SAGE BUILT 3980 - FSJ1 Sca_e: C.6909 YYWgt. 091lNL MOl�1 mrYa nc`i Truss: FSJl .a Wmww paon� rex Ommw�M.aW'.fi+M old•.P P�.^�M.nOG� A. Vr!,G1iVN gnaw. mrwaa +.RxY wnro mrywnm alamlwa�Mrno<.i.o.mrr a.uemaur�mnr anrn e. �� �+'l�r 1 1�{�j{•. DATE: 11/23/2015 �PAUL SEQ.: A K1552173 .Ne a.e wmnar.w a.e m.aava an ee.ore.. s��va�evo...m e.v.am.nmax�».o..oa^.M TRANS ID: LINK EXPIRES.•12/31/2016 November 24,2015 �Nus�.la.cwmlTw saev.n r_e It+LEE�� to wae.�.map+�.e.y�..w....esa)3)I.em.lre arta r � This design prepared f -p-, input by Pacific:.umber and Tru_-3C LUMBERSPECIEICAT IONS 1'N USS SPAN -11.7" 18C^012 NJV(MEMBER FORCES 4WR/GDF/Cq=1.00 TC: 2.4 DF 416BTR LOAD L-7ION INCREASE-1.15 -2=f 0) 57 2-4-(0) 0 SC: 2,4 DF N16BTR SPACED- 24.5^O.C. 2-346 TC LATERAL SUPPORT<= 12-CC. U.. :.OARING BC LATERAL SJPPORT<= 12"0C. UCN. LL(_5.01 JL1 ON TCP CHORD _.0 PSF BEARING h4U VERT MA%HO BRG REQUIRED BRG AREA ON B.-.CHORD 15.(: PSE' _OCAT:ONS REAC"':ONS HFACT iONS SIZE SQ.!N. SPECIES) OVERHANGS: 12.0^ 0.0" 'O':A:.LOAD 4_.0 PSF - -56/ 1221 -25/ 93H 5.50^ 0.5. DF ( 625; 0.0• - 9.2^ -4/ 61V 0/ OH 5.50• 0.10 DF ( 625) LL''S PSF 3--d Snow ;Pg) 3'-::.7• -44/ 94V 0/ 0H 1.50^ 0.15 DF ( 625) L:M:TED STONAGE DOES NOT APPLY DUE TO:'HE.SPATIAI, REQULI EMENTS OF IBC_^C:2 AND IRC' 2 NOT BEING MET. 12 OND. 2: Des iqn checked for net(-5 psf) uplift at. 24 oc iTg. 7.00 p BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP ANO BOTTOM CHORD 1-LOADS ACT NON-CONCIIRRENTi.T. VERTICAL DEFLECTION LIMITS: LL-L/240, TL-1./150 MAX LLREEL -0.002"@ -1'- 0.0• Allowed- 0.100• MAX TL CREEP DE' L -1'- 0.0" Al Lowed 0.l33• IN1X BC PANEL LL DEFL :.00.•@ 1'- 0.1" Allowed 0.054^ MAX BC PANEL TL DEFL -5.002"@ 1'- 0.1• Allowed 0.07'-" MAX HORIZ. 1E DEFL -0.500•@D0.9• MAX HORIZ. -L DEF:._-0.000•@ ?-10.9^ Design conforms t lindforce.resisting system and componencsand cladding crate ria. Wind: 140 mph. h=15ft, TCDD=4.2,BCDL=6.0, ASCE 7-10, iA 11 Heigh ts7, Enclosed, Cat.2, Exp.B, MWF'SO(ILL r), Load duration factor=1.6, End v ca1(a) expse od wind, Trusse designed forewitd loads to:he plane of:he :ress On:y. o _ FFF M-3x4 Y Y Y 1-0o z-oo 1-11-11 PROVIDE FULL BEARING;Jts 2 4 l PROF��O Q 782PE JOB NAME: 17995 SAGE BUILT 3980 - FSJ2 Scale: 0.7617 . MWNmO�� Ole19KIpT�t, wMaMxe.m•¢ Truss: FSJ2 e..dwar a«••Nar wna.d r o.q Fwd m.n:.dr..wr:.da•n..d•ew,r .'Sh EG wxl.a•a end. e�. . rwra maa..P o..m«..m aw. 7� O z a.ww..u+.w r.r a w••r...e. mmam•+ •m�rwnam.weum•.gym•' .fir �/ Q im4o.IM1niu.:l'doVbm:nY�kYW4n0m�•InMen 2�V� TN mmmmw4b0.4b'rYd«tlr 7i(1 ��■ 1 y! G�` �pw�ptl atlr.nm.aYeam P:^•I•^tbcnYa o.. ro. nwl'ua«YaV nnap'.a Pw 4nW'N' ^7' 1���/ DATE: 11/23/2015 'mddn.r4Yad• Ndrber a 3(a•r,ybyyeWrermenyry..a qr jdAUL SEQ.: .K1552179 _rTM+^d�••^•'".m'•^^•'d•�d�rr rr.�e•b .u.:rrmaw.•d••.w.nn am.�e.m..mabxw «ma•r..�drm m•.w�b.n�m.a+e.. s o�«�.«e,�..e e.«d.•.•.�ad...�..a.�.m TRANS ID: LINK a.•m b.al.ra.eb«m^mw. ery«•�..aid.."ai. s m.wTZ comma w ra«�.:..,•�@mwnm�m. w.wnrw•s..a..pn. .ter«.•dim r d...m...r,aim m.a «m_ .o• r.d EXPIRES:12131/2016 rn.dw'•r�..wd•.rabs•ed.•m• a __ n«amm..m @•mdrdw w. November 24,2015 TRM'IG nBCB,mpr rr:rJ:wIlM e.n•1M upn vp•r •M prnrre« Wx U .Irc Tameutms Sr 767(1 L}E ta.wee•"tlw�nmrmr ywa�.xw.a«Es.t3t:,Es.-tem ryRrp des:gr.prepared fro T._....cer input by Paci`.ic Lumbe[and Truss-BC :.UMBER SPEC:FICA::ONS TRUSS SPIN" 5'-.1.7• :BC ^WX M ER FORCES 4W/3DF/Gq=:.00 TC: _4 -F X:6B:'R ;AAD DURATION :NCREASE=1.15 - 0) 5 BC: 2x4 CF X"a-. SPACED 24.0'O.C. TC:AT ERAL SUPPORT<= 12.0C. JON. LOADING BC LATERAL SUPPORT<= 12-- 110N. LL(25.01-DL( 7.01 ON TOP CHORD 3'_.0 PSF BEARING .n W(VEH?' MA%HORS BRG REQUIRED BRG AREA DL ON BOTTOM CHORD= 10.0 PSF LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES) OVERHANGS: 12.0" 0.0" TOTAL LOAD 42.0 PSF0'- 0.0^ -30/ 3111 -J7/ :15H 5.50^ 0.50 OF ( 625) 1'- 9.2^ -46/ 153V 0/ OH 5.50" 0.24 DF ( 625) LL=25 PSF Ground Snow (Pq) 5'-11.7^ -67/ 1441 0/ OH 1.50^ 0.23 DF ( 625) LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL REQUIREMENTS OF I9C 2012 AND IRC 2012 NOT BEING MET. ONO. 2: Design lh-Y.ed for-(-5 psf) 24 spacing. BO'. ON.CHORD CHECKED FOR_OPSF L-VE LOAD. 'CP AND BOTTOM CHORD:.:VE LOADS ACT NON-CONCJ.REN?:.Y. U<R'.ICAL JE F'_ECT:CN::M::S: AX DEF:-_'.0C2•'4 �.0• A::owed- O.:CO• TL CREE2 DEF:._-0.003•a - 0.0• A:'Owed 0.133• MAX BC PANEL'L DEF:. - ",.004.2 0.1• Allowed- 0.054^ FW X.BC PANE:.TI DEF:. - -;'.005^@ a 0.1• Allowed- 0.072^ 0 MAX HORIZ. LL DEFL -0.001^@ MAX HO.:Z. -1,DEFL=-0.001"@ 5-10.9• Dealgn-'n .7a c wh-d eorse-renal lnq sys[ert.asi:_onponen!�s ane 1-d-, Wind: :40.'ph, - -CJ:r 4.2,BC_L=6. ASCI' 7 ;A..H-1,13),♦Enc_ose a, Ca;._, Erp.B, .v4'dFRS(Ci rl, - series^�nedr ena Soaas only. o� - M-3x4 l b L 1-00 2-00 3-11-11 PROVIDE F:LL B-NG;Jta:2,4,3 PROFFs IN 4 782PE JOB NAME: 17995 SAGE BUILT 3980 - FSJ3 Sc a:e: 0.6069 �s� .v.+.aaro..r rm+. ��in.�e..�n.a..aa'+r+wnv.e..�.•w.�.m.wroaw+ Truss: FSJ3 ..m+•n X'.avm.'.,.+.e.nw'.q mnm.mno.o��w�v+w.+man+reee.r,rr+++e+ .. '.w"mrrw uM+ rmmn+o.m..�t+.ry+ 2zn. .m+ty DATE: 11/23/2015 iro+�+rXr+uw ecwcawcnw rr+K or'r ppeeamrnny(23+ww OTrMBC) ���L n Inco++Y'V a w moq rgi..p.nw.+wn.. SEQ.: K1552175 .rowe.mrm"" 'c'".'""'"""°""°'"° .r�•. v�:�r+"�.�'in':noo"°.m�a..nn.a N.e.a +m m+..nen ne v...wn TRANS ID: LINK °"'a"°'d e.rp+am rr mown.. a o.o�...nm..m�e..n�unr.wo.n.n+.n.srn.,�.m.n r-�-�^�'-�"•d�„�tr h EXPIRES:12131/2D.16 na�na.n�m.n.m.w.m.naarm.n.'.. I.o.cn��.a.wmm�n.o..nwt4.a November 24,2015 mtvrz:a in ip.mm+M uwn n+++ MNIr.mM.n. I.MTK 118A.Inc.CmquTrus Sell+.n 7.81(1L}E t0.we.c mnraerpr,M.1t.M+.w E3tt3f i,E9R-tpN ry�T+p s design prepared f ..pate. 1­t by Pac:f:c Lumber and TrussmBC LUMBER SPECIFICATIONS TRUSS SPM 61- 0.0^ OND. Design checked for net(-5 psf) uplift at 24 " sping. TC: .'.x4 DF 016BTR LOAD DURATION :NCREASE-1.15 Des: onfc nrs[ :ntlforce-_esis[cac n BC: 'x4 DF Y1cBTR SPACED O.C. 'qr.c n q sys�e:r.and compone r..s antl c:adding crr.e r_a. TC LATERAL SUPPORT<_ '"OC. UON. -"AD:NG BC LATERAL SUPPORT<=12-0C. JON. L:,(.'S.Q).DLI .C)ON'OP O CHORD- J2. PSE W:'.d: 140 mph, h=�0.'f!, TCDL-4."RC-6.0, ASCE.7-1Q, DL,ON B(lT'"OM CHORD= 10.0 PSF (Ali Heigh[,), Enclosed, C—_ E%p.B, MWFRS(Dir), TOTAL LOAD- —H PSF load du rac ion factor=1.6, End v al(s) a exposed[ v_nd, LL PSF round S... ;Pql Trussedesi"ned ! r ind :Dads :.I M:TED S'ORAGE DOES No'AF—DUF TO THE SPA"AI, REWI—NTS OF IBC I.—AND IRC IDA'NOT BEING able end c s bearing watt U.N. BOTTOM CRORD CHFCKED FOR IOPSF LIVE LOAD. TOP -1x'o equalst yp:cal[a. cud ve rticaLs. AND BOTTOM CHORD LIVE LOADS AC:'NON-CONC�JRRENTLY' e'er t :"Trus"able and detail for ..piece specificac:ons. 4.00 v o M-3x4 k 1 Y 1-00 6-00 89782PE JOB NAME: 17995 SAGE BUILT 3980 — H1 ....1. OREGON Truss: Hlc ea4e6 m.wm.�eam.nwne..e...4 a.n w.m wet. .e..6�re Appw 1w 66m� 1a.mumo.mm.... mne,g�p..a Awe.elMav ar6a 4 6c6666 aMddp,r6., �'9 CRY 15 {` 9 MRr6 wlw.�ra69b4w6vtlYy 4umpm�Mma �T�u�ew mp wq 0emma1wr6er m�blW.M tra�O• _` aM r.m Mfb6l P.ar.n r..qa s 1o� uaM rrt C) 6w 1n01iA /� �6 DATE: 11/23/2015 Mr..pm6arla6.Wprga.pr 3.1 o.6f�.ar..4.arm6pTc)ndartrc.rmc) PA.UL.A` a6.a✓n..p w�6r+.c�.w..4 w..rw.�.• /1 SEQ.: K1552D6 wn.ewwe..ce.ae.�r .+wn.i6,ra,.�.w i.l.wle,rw..u.6.,�.u6ra u.,.o.�»germ, TRANS ID: LINK a.a.m.4.e..m,am.r m.6r6r w.n m,ur �wa. EXPIRES:12J31/Zifl 'D w:a.,.mmr are,rm.m.n.rm6„ _ �� ' November 24,2015 lnnvrcw.ew.wn..aw.n.41+16�.a4�w.%.r .+n x.4..r m. MRK USA,Ine.K:6 T11e4iW1 7.6.1(1L).E to o66 Baa.. pn6 —..E6R-t311,EWH-64n.m Pact E.c La..oer and T--3C LUMBER SPECIFICATIONS TRUSS SPAN 6'- P.P. IBC 2012 MAX MEMBER FORCES 4WR/GDF/Cq=1.00 TC: 2x4 DF M15BTR LOAD DURATION INCREASE=1.15 1-?=( 0 36 2-5=(-387 5, 3-5=(-185) 141 BC: 2,4 DF 9166TR SPACED 24.0"O.C. 3=(-)91 61 WEBS: 2x4 DF STAND OADING TC LATERAL S'JPPOR:'<= 12^OC. 'JON. LL( 25.0) DL� "I.0) ON TOP CHORD- 32.0 PSF BC LATERAL SUPPORT<= 1_^OC.UDE. OL ON BOTTQN CHORD 10.0 PSE BEARING MAX VERT MAX HORZ SEG REQJIRED HR,AREA TOTAL LOAD 42.0 PSF LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES) OVERHANGS: 12.0^ P. 0'- 0.0" -63/ 39SV �3/ 'i1H S.SO" 0.63 DF ( 675) LL=25 PSF Ground Snow (Pg) 6'- 0.0" -S/ 244V 0/ OH x.50^ .39 DF ( 6�5) LC.ITED STORAGE DOES NOT APPLY DUE'O THE SPATIAL RFCUIREMENTS OF:BC 2012 AND IRC 201'_NOT BEING ME'. ON-. 2: D--g,,c 'ked for—(-I psf) upl:.`_a 24 -, BOTTOM CHORD V FOR 1S?SF LIVE LOAD.TOP AND BOTTOM CHOORDRDLIVE LOADS ACT NON-CONCJRRENTLY. VERTI(:AL DEFLECTION'..IMITS: ;.L=I./'.4 f„ TL=L/'.3() MAX L:.DEFL= 0.002"@ - S.0^ Allowed- 0.100" MAX TL CREEP FL =-0.003"a -1'- Allowed- 0.133" MA%TC PANE, . Ji IT_ .069. 2 ".6" A:4owed- 0.332" 5-08-04 0-03-12 =A:(1-PANE.:_DEF:_-0.^9E^ ? 3'- ;.E^ A:_owea-- ^.498" MAX:.11111LL 1E F1.= 1.1—@ - 12 MAX HORI : TL DEFL- 0.000"@ 4.00 v s.gr.c cndfo me-resGscing sys'M a-.._vlPcne^.Tal—dC:aad_-.q M-1.5X3 Wind: :4",_ 'n=:S`t, :CDL-4.2,BCD:.=6.0, 3 3lA:l.H' 1-1, Ecc:ased, Cnr.2, E,p.B, MWFRS IDI_), Ic ad duration faator=1.6, End verC cel lsl a exposed r. wino, T_�ss des=geed for wind '_ nags envy. A. M-3x4 M-1.5x3 L L L 5-08-04 0-03-12 L � L I-00 6-00 PRo 782PE JOB NAME: 17995 SAGE BUILT 3980 — H2 1WI�IIIOt 061CUL �, ,nM Truss: H2 ww ,a a. m a rar.�Naa '� nAw�rer aawc.rm.°. "°n 'ls QREGON �. ew. r�..m.amrr.,"'.�ne'o'ua „e,.rrnm r.r�"M4w1pjnm.,.,�anm A A`1� DATE: 11/23/2015 �rri,.w.au.ersyerpr 3 3,nPti.'dP9>r,n ncgrqunaw�ins ) ��rT-UL " SEQ.: K1552177d.a+ee TRANS ID: LINK e..,P w.e.e..ww.am nnm"m�.K n.a vr.omem'n,.. s.�...,,.,rN(e..��nr.�.ra,,,.�.�,.,...�.4 EXPIRES.1zJ39/20fB n November 24,2015 AfTN LISA.)nc.CmWTw Sann.n]d.](1 LTA � (o.Fu err" mr, �pwinr'T�w.w Est.1311 .,Tru '"h.s design p:epared`. _er inp�t 'oy Pacific Lumber and TrussmBC rt LUMBER SPECIFICATIONS TRUSS SPAN fi'- 0.0^ IBC 2012 MAZ MEMBER FORCES -/GDF/Cq-1.00 TC: 2x4DF♦1cBTR LOAD DURATION:NCREASE-1.15 BC: 2x4 DE 1168TR SPACED _4.0•C.C. TC LATERAL SUPPORT<= 12.00UCN. LOAJIN. BC LATERAL SUPPORT<- 12'OC. TON. LL(25.D)-( 5.D)-( ].C1 ON TOP CHCRD- 32.0 PSF BEARING MAX VERT MAX HORZ BRG REQUIRED B AREA DL ON HOTT(]M CHORD 10.0 PSI LOC TIONS REACTIONS REACTIONS SIZE SQ.IN. SI'FCIES) OVERHANGS: 7.0^ 0.0^ TOTAL LOAD 4.'..0 PSI 0'- O.f.• -64/ 183V -18/ 56H 5,50" 0.29 -100/ 159V 0/ OH 1.50^ 0.25 DF ( 6'_51 LL-25 PSF Ground Snow (Pq) 6'- 0.0^ 0/ REV 0/ IH 1,50 0.08 IF ( 615) LIMITED STORAGE DOES NOT APPLY DI,E TO THE SPA^IA:. REQUIREMENTS OF IBC'-012 AND IRC 201=NOT BEING MIT. OND. 2: Design checked for net(-5 psf) uplift at 24 " inq. BOTTOM CHORD CCHEIREDREED FOR DE AC LIVE LOAD. TOP AND BOTTOM CHORD LIVE:.GADS ACT NON-CONLVRREN'"I.Y. VEPT[CAL DEFLECTION LIMITS: LL-L/210, TL=L/180 1-01-09 MAX L:.DE FL -0.000•N --7.0^ A::owetl- 0.058^ �� .MAX T.L CREEP DEFL -0.00 @ --7,0• Al:owed MAX TC PANEL LL DEF-= D.,01^@ 3.9^ A! =owed- .066• MW( TO PANE:.TL DEFL -0.001•@ - 3.9• Al-:owed 0.099^ 12 MAX HC PAN£'..LI.DE FL= 0.003^@ - d.6^ Allowed- 0.'_54^ 1_.DO MA%BC PIN TL DEFL -0.026^@ 3'- 3.8^ Al:owed- 0.339^ MAX HORIZ. LL-L=-0.000^N 1'- 0.8^ MAX HORIZ. TL DEFL= D.000•@ 3.1• Oasign c intltorce-resisting system and.ompo nems and c:adtlinq cr,teria. Wind: '.40 mph, h=21.2ft, TCDL 4.2,BCDL-6.0, ASCL 7-10, IALI He fights), Enclosed, Ca. 2, Exp.B, oaa a.,ration f _ =..6. End v ca1(s;ae exposed w_r.d, T:usseaesigned torewin .o atls {� ,n tF.e plane of the tru.ss only. FF-- M-3x4 0-07 IPROVIDE FULL B 6-00 w o PRofFSS 782PE JOB NAME: 17995 SAGE BUILT 3980 - Jl Sc awe: 0.]063 Truss: J1 1.ewe...e.�.e��m..s,.n..,n e..n...eawa...iNm. ,�a.w. hw.� �.�"...w,.�.m,a...a.m. 9�OREGON �. ..a v...�c.eMw�w.cm..�m..x.. A�.e��aa.w�n.,.a.M..a n=w' Y 1 , DATE: 11/23/2015 .i�...,a.,..... .dp.,a..�.�.,.��..�. PAUL SER.: K1552178 s ��,�,.. .. ...e..�d......e.m.M TRANS ID: LINKa.a EXPIRES:12/31/2016 na4mni.ar�o..Iw�.a•m.mrm�aa,am. NOV@fflbBf 24,2015 ryiRad des_gn prepared f'-'co.--r _np.:c by Pac:`_c :,.,nye. -,'.ass-BC LUMBER SPECIFICATIONS TRUSS SPAN 61- I.C. IBC 2012 MAX MEMBER FORCES 4WR/CUE'/Cq=1.00 TC: '_r.4 DF 4I6BTR LOAD DURATION INCREASE=1.15 1-^_=( 0) 4] -4=(0) 0 NO: ^_x4 OF A16BTR SPACED 24.0"O.C. '-3-(-56) 14 C LATERAL SI;PPOR':'<_ -'OC. 'i IX+. :.CAD:NG BC LATERAL SUPPORT<- :2-: CqJ. L:.('S.S).DL( ].0) ON TOP CHORD= 32.0 PSI BEARING MAf.VER: MA%HORD BRG REQUIRED BAG AREA DL ON BOTTOM CHORD' 10.0 PSI L(LAT:ONS SH- ONS REACTIONS SIZE SQ.IN. (SPECIES) OVERHANGS: ].0^ O.o• TOTAL LOAD= 4Z.0 PSI 0'- 0.0^ -4/ ''9V -34/ '1' S.SO" 0.31 DF ( fi'S7 '.8^ -151/ :25V 0/ OH 1 0.20 DF ( 6257 LL=25 PSI Ground Snov (Pq) 6'- D.0^ C/ 50V 0/ ON 5.50^ 0.08 IF ( 625) :MITED STORAGE DOES NOT III-D:.'E TO-SPA':_A_ RE OTIREMENTS OF:BC'C::AND:RC 20:'NOT BEING N£'. ,ONU. D--q.,checked for-,[-5 osf) a tlff at 24 " spacing. BOTTOM CHORD CHECKED IOR 10PSF LIVE EGAD. 70P AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. VERTICAL DEFLECTION LIMITS: LL-L/'40, T�L/180 MA%LL DEFL -0.000"@ 0'--].0' Allowed - 0.058^ MAN TL CREEP DE --C.00O^ a C'--'!.U^ Allowetl- 0i8^ 2-03-09 MAE_C PANEL:.:.UF, 0.0^5+e _ S.0" Allowed 0.1]8' MAX 7C 2AIv'EL- DE Fr-_�.CJ B•b - <.�' A.":owed - .'61: MAn BE,PAN::L.: DEFL_ ..SOB^ a - 8.6^ Al=awed - 0._54' MAX.BC PANEL rL�E FL=-C.C9�^@ 3'- 3.9' Al"_owed- 0.339^ MAN DORIZ. L:,DEFL -0.000^@ _ 2.8" MOI IIORIZ. T!,TEFL 0.000^@ ".8^ Des:qn conEo rrt�s intlfo-ce-cesis!.ng system and compo ne ms and eLadd=nq�c'i[e rta. -d: 140 mph, h-21.9fc, "CDL=4.2,BCDL=6.C, ASCE;1-10, fA:l He ig.,-), Enclosed, Ca.._, Exp.9, MIJE-RS(Dir), oda dl-a-ioo f-,- .)e w__d, aeaea -ea e�.a Beds o� - o M-3x4 0-07 6-00 PROVIDE F'JLL BEARING;J-2,3,4 I AEU PHO r VF� kr�� 1yGI 89782PE JOB NAME: 17995 SAGE BUILT 3980 - J2 Truss: J2 m ,.m�.w.w,.,,.�,..+.w. +�Na. a .,a�lma�w...++..,,�,P, QFiEt30N2p��, 2.3.aimp.rm we m•o.q^.�a m.m ww+n rown. �p a mp awe.m iw.aM�e � rmm++.w.n waym m..+awls m..4 m..wae. zo<..mrta+c�e.�.wrnaau�wa�m m+.a"omw � �y 1 J DATE: 11/23/2015 v�.a'".°.""fm°.•o.w.a.w "'"w"'"""°'•s'Iv.mna"° i m"m"m'+�a+'w�.".'�a.�•w`••.'"m"w'•a+�n.�.+wcT.aq..a.a�a.ra.mwa,YBO) UL SEQ. K1552179am^ m• m. .R- s:o�.��.�me..+.m a�.a......a.d..+........E TRANS ID: LINK EXPIRES.•12f31/2016 70­­+..o.+..aa November 24,2015 MR.kI16A,IrcFonW7w b'allaan]6 i(1 L}E�� t0�c^�� rpw U�pi�Vwsw E. E9F.tpN (urt+4 I s des gn prepared from computer input by P.- :c Lumber and:ru..s-BC LUMBER SPECIFICATIONS TRUSS SPAN 6'- 0.0• INC 6012 MAX MEMBER FORCES 4WR/GDF'/Cg-1.00 TC: 2z4 OF M-6BTR LOAD CURATtN :NCREASE=1.15 1-2=( 0) 41 2-4=(07 0 BC: 2.4 OF e16BTR SPACED 24.0.O.C. 3=(-00) 96 TC LATERAL SUPPORT<_ 12-OC. UIX4. L.-NU BC LATERAL SUPPORT<- 12.•OC.UCN. LL(25.0)'D:( 7.01 ON TOP CHORD 32.0 PSF BEARING MAX VERT MAX HORZ BRG REQUIRED HRG AREA DL ON BOTTOM CHORD 10.0 PSF CCAT I ONS REACTIONS REACTIONS SIZE SQ.IN. (SPEC.ESI OVERHANGS: 7.0^ 0.0• TOTAL LOAD= 42.0 PSF 0'- 0.0^ -5/ 260. -51/ 120H 5.50^ 0.43 DF' 16_57 3'- 4.8" -III/ 14,1 0/ OH 1.50• 0.?2 DF l 6^_51 LL=25 PSF-,round Snov (?T) 6'- 0/ - ./ OH 5.50^ 0.09 11 ( 6_5) LIMITED STORAGE DOES NOT APPY DUE:0 THE 5?A-:A:. REQUIREMENTS OF IHC 201=RNC_RC 2012 NOT BE_NG 'ONU. _: Design c ecked for net(-s psf; up-tt at 24 - spacing. LOADS BOTTOM CHORD CHECKED FOR LIVE LOAD. TOP AND BOTTOM CHORD LIVE ADS CS AC ACT NON-CONCURRENTLY. VER'I1,D DEFLECTION LIMITS: LL=:./'40, TL=L/1011 MAX I.I.DEF:._-0.0:0^R 0'--1.C" Al"n, _REEP DEF:. '+ J'-- A:Loved 0.079• 3-05-09 AMAX:.L I-L 000.9 A::owed- 0.1':4^ MAX TC PANEL i,L OE FL= 9.0.3^@ - A�oved- 0.269^ MAX BC PANEL TL DEFT._-0.04!-P 3'- X1.4• A,:owed- 0.339^ 12 MAX BC PANEL.TL OE FL=-0.015^l< 3'- 6.2^ Allowed 0.339^ 12.00 MA%HO R IZ. LL PHIL -^..001"L+ MAX 3'- 44.0 10RIZ. "L DEF: 3^ i"b s;gn conforms t indto-ce-resls_ing sys!.em and component.and cladd:ng criteria. 140 T.ph, h='_.'.3t TCDL=4.2,BCDL-6.0, ASCE 7-10, (Ai'. He:91its;, Enclosed, E_ep.3, MWF"RS;Jir;, Is�aa se de signed to-ewindoioadsU .n t,.e p:ane o.. the truss only. o M-3x4 L L L 0-07 6-00 PROVIDE FULL BEARING;Jts:'_,3,4 �D PROF�s� 897 JOB NAME: 17995 SAGE BUILT 3980 - J3 OREGON Truss: J3 23.wnp.�,rlbrrp nu.bvsYYtl Wwn � '.su+ibYlY d,l.Wbq s.9.r �� �.aml.Iln0elrl.oa°a.�.l�.+.tiwmla° �.r,.,_m..v«mmmmamtaeo.11r�r,o�r«n R i.wi.uyae...mlrmmrlwm.+m v..wa zY 1:o�..m.la oo.�.amiwrraoee..r�..n.�a„r'n DATE: 11/23/2015 rM I PA UL SEQ.: a` K1552180 ° s TRANS ID: LINKe. rrv�.'w.,n ..a,v.,aaaaa.a•w�... °me T,ua..a�.a.°rraa.,..e.r ......anl.m. .. ..ml�r�..l�.a.r. ma, ro e EXPIRES:12/31P2016 .ter.. .m..a�.e„.�..... �mr.�. .....e November 24,2015 NTr1".In JCo Tn S ,1l.7(luZ 10 Ye m�irabpW ergiWu.M E91.13,,,E91-,pp 1T. ..._a aestq�prepared e_om� e. c b omput inpv y Faci.`ic LeT.ner ana mss-Bc LUMBER SPECIFICATIONS 19-09-00 HIP SETBACK 8-00-00 FROM ENO"vU1LL IBC 2012 MAX MEMBER FORCES 4WR/GDF/Cq=1.00 TC: _x4 DF#IIBTR LOAD DURATION INCREASE=1.15 (Non-Rep) 1-.^={-46611 119] 1- 9=(-10907 4350 2-9=( -967 250 -46651 1202 4800 9-3=(-191 617 WEBS: 'rd OF STAVD LOADING - 4--44151 1:63 '0-1=(-10687 4342 9-4=(-5277 318 5 PSF 3­" Snov (Pg; 4- 5-;-94141 1_59 4-10=(-53]7 3 TC NERAL S-PPOR`<- 2"x. JIXN. 'C UN:F L:.( 50.0)-JL( =4.0)- 64.0 P:.F 0'- C.C^?C d'- C.0•V - 6=,-6663) 1.9% 5-10=( -157 615 BC LATERAL SL'P PORT<= 1.'"OC. IIgJ. TO UNIF LL( 1'_5.07-DL( 35.0)= 160.0 2LF 8'- 0.0^TO ll'- 9.0'V 6-7=(-4fi547 11]6 t0-6=( -89) 249 ':C"IF LL( 50.0)+OL{ 14.01- 64.0 PLF TO 19'- 9.0"V --------------__-- ---- 9C UNIF LL; 0.07.DL( 50.0)= 50.0 PLF 0'- 0.0"TO 19'- 9.0"V NOTE: '_x4 BRACING AT"4-OC JON. FOR ALL=:AT TOP CHORD AREAS NOT SHEATHED TC CONO I-L( d66.7)+D:.( 130.])= 59].3 LBS 2 8'- 0.C^ BEA`'N MAX VERT MAX HORS BRG REQUIRED BRG AREA ___ TC CONC L:,; 466.7).Di( 13C.])- 59].3 LBS 2 1:'- 9.C^ Lx TONS REACT:CNP REACTIONS SIZE SQ.IN. (SPECIES) C'- 9C 2V -33/ .7N 3.Od OF ( 625) OVERHANGS: 0..:" .C.O^ -:MI'EI STORAGE bE5 NOT APPLY SIE TO-HE SPA'":AL 19'- 9.0^ -390/ ..024V 0/ OF 5.50" '" 3.24 DF ( 605; REQUIREPIENS OF IBC 201'_AND IHC_O1_NOT BE-NG MET. NOTION ANC BGTTOM CHORD LIVE:.GADS ACT NON-<'ONCURR�'T LY. chec Y.ed fo_ne[(-5 sE) ll:fit at 24 ^ cR-:CAL CEF:.ECT10I4-ITS: L=_/240, TT-L/'.8- AX L:.DEFL -0.:79"@ 9'- 0.0^ A1_oved MAX TL CHILE DEFL -0.392"@ B'- 0.0" Allovetl 1.256" MA%L1.UE FL 20'- 9.0" Allowed 0.160" MAX TL CREEP DEFL -0.003^@ 20- 9.0" Alloyed 0.133" MAX HCRIZ. L:.DEF' = 0.040^@ 19'- :AX HORIZ. DEE:._ ...064"@ =9'- Design conEo rms t ind Eo[Ce-res:s[inq s yscem antl compo nen[s antl cladding trite r,a. W:^.d: '41 Tp., 'n='S'•., T :,=4.Z,BCDL-6.0, ASCE%-'C, 7-11-11 3-09-10 7-11-11 :•ad dcravi�r. f rI sab, sea c .,:,,d, 4-03-08 3-08-03 1-10-13 2-D3-12 3-03-04 4-03-08 sed-q-d : Wend loads 597.30N *5P.30# .cu she plane of chet ruse only. 12 M-7x10 M-7xlo M-3x4 M-1.5x3 ZZ M-1.5x3 o o M-4x8 M-3x8 M-3x8 M-4x8 0 t3 7-05 9-11 7-05 PROfFs 19-09 ;1-Oo y 782PE JOB NAME: 17995 SAGE BUILT 3980 - Gl 7� Truss: Gl wwa..a.^ ....°a.ow.Nw� �e.a.e..eon °ww.w a.w.„,dw.aww g,�OREGON�. �. m.�e.m.w.m,.e.a ° w.a•aeddmw^.r..ae waw z. nwwa. DATE: 11/23/2015 ��pm.erram.wngarowr a h^abwtlpn°www.mpnyMwwitic vr•+.R�%1 AAU.L SEQ.: K1552181 4c..m..ee wn wn.wwaune.Ir.w�.�e in.u.w,aw..u.w�wwraw.�.cw.aea so,.o,ow,..w,.�w.edu.°...w��.d..w...ww.M TRANS ID: LINK 1237/ 16. November 24,2015 rAirN uS�,Nc,Conpuiw Salwn.le.](,EfE � ,o weer w.w EaR-1311 EWEIMe ryrta9 ) 1 ;n is design prepared fr ompcter input by Pacific Lumber and Truss-BC LUMBER SPECIFICATIONS TRUSS SPAN 19'- I.C. 190 2012 MAX MEFIBER FORCES 4WR/GDF/Cq-1.00 TO: 2.4 IF 416BTR LOAD Bi1RA'1:ON INCREASE-1.15 1 =(-11501 469 1-�=(-403 1600 2-�-(-4511 211 BC: 2x4 DF 4TbBTR SPACED 24.0-O.C. _-3=(-1300) ?11 '1-5=f-4121 1595 7-3=(-511 549 WEBS: 2.4 DF STAND 3-4=(-1300) .^.61 7-4s(-444) 271 4-5=(-1]451467 TO LATERAL SUPPORT<_ 2=.0)-CL( .0) Cl';On CHORD= _.0 PSF' -b 9 .6 BC LATERAL SUPPORT<=12 11,7TI.CHCRC I,.0 PSF '"'.','A_:.OAD OVERHANGS: 0.0' 12.0' BEARING MA%VER' MAX HORt BRG RFQ1;I ii4;`.BRG AAEA L:.__5 PSF 3-Ind Slow ;Pg) 1CCAT:ONSREACTIONS REAC'.!- SIZE SQ.IN. (SPECIES) D'- 0.0" -98/ 35B .�C• :.33 LIM,TED STORAGE'JD FS NOT APPLY DUE TO TH SPAi1A_. 19'- 9.0^ -141/ 950V 0/ D4 5.50" ..b_ DF ( 625) REQUIREMENTS OE':BC_0:2 ANS IRC 20'_'_NOT BEING MET. BOTTOM C4DRD CHE.^.KED FOR 10PSF LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON-CONCJRRENTLY. OND. _^: Desi n cM1ecked for ne[(-5 psfj u life at 24 ^ VERTICAL DEFLECTION LIMITS: L L/24C, TL=L/100 MAX LL DEFL -0.066'a 9'-10.5" Al:oved MAX TL CREEP DEFL-:0:I"1' a 9'-10.5" Al MA%LL DEFL= 0.00_' 2 20'- 9.C^ A:.owed 0..00' MAX. CREEP DEE:.- -'1.0,3'2 �C'- 9.:'• Al:oved= 0.:33' MAX HORIZ. LL DEFL= 0'.4"t :9'- 3.S^ MA%HORI2. TL DEFL ,..038"B 19'- J.n' Design conforms t indf once-re.si.t".' sy--and components and claddinq cr i.er_a. Wind: 140 mph, n-20.8ft, TCDL=4.2,BCDL-6.0, ASCE 7-1D, (A:1 He ignts), E-1-1, Ca,.._, f:xp.B, MWFRS;D:r), 9-10-08 9-10-OB oad duration a _=:.6, End v se db-,, ,,d exposed e wind, 5-03-04 4-07-04 4-07-04 5-03-04 db-,,d fo ._,d ioaas 2 4.00 C- M-4x6 a 4.oc 4.0" 3 M-1.5x3 M-1.5x3 3.0" oY o M7.-3-4 M-3x8 M-3x4 0 y 9-10-H j, 9-lo-oe y PROFFs, 19-B9 too y `y� �jQttV 89782PE JOB NAME: 17995 SAGE BUILT 3980 - G2 . Scaie: .._,09 ......: . ..,.. .a+.. ..w.+4 Truss: G .avrwe.ro. wroa;�. ..Wo..+N... e"° OREGON ].b4 wmP�+m w4brY,O rtu+bWYIW M++Mwn• nw +rowad,4yd MO.O+r ,Q y�y S,N1Yb.�).,C.:.,Ybcvgbn.un.Wh,Nmp w,+OWnn o.m ep ul4,mmelwM1md W.Nry � '1 M �•�w. DATE:: 11/23/2015 pnr�'++ww+LluYn+aot,4M.e.e.e+wn.wM.YcO.w+..Ipwmmr.�+.m,w bce,.rymad.,+ 1:1owm. •w.4,wO.coc.+u�+.,�+..�wN..,a+0r,r.rw.s�..m•..n��.44o..rwculy1�.p,w.a,4.+sw�rr+„++a�WM) �PAUL SEQ. K1552182a v TRANS ID: LINKEXPIRES:12131/2016 November 24,2015 t41TK U8A.IKJf:++quT, SM",1.81(1 L)hE� ,o o�r'e.c�mn`�.�.eraa+.arw wii,.....est-,a,,,esn-,em Pm+) 'leisdesign prepared from-Hp.- inp�,t by Pic:.`lc Lc:we_ antl Truss-BC ECTIRIS SPEC_.CA':_ONS ?RGSS SPAN 8'- C.0' :BC_,.._ MA)(MEMRER FORCES 4NR/GDF/Cq=_.00 ' TC: .r.4 CF Y:50"'R LOAD DURATION INCREASE 1.:5 -'--(C) 36 :-4=;C7 0 BC: 2,4 IF Y:6B.R SPACED 24.0'C.C. TC LATERAL SUPPORT<-1.'"0::. UQ'. LOADING BC LATERAL SUPPORT<=1.'OC. '.ION. LL(_5.0).DL( "I.0 ON TOP CHORD- 3Z.0 PSF BEARIND MAX VFRT MAX HORS PRO REQUIRED BRG AREA D, . ON BOTTOM CHORD= 10.0 PSF LOCATIONS REACTIONS REACT:ONS SIZE EQ.IN. (SPECIES) OVERHANGS: .2.0" 0.0^ TOTAL LOAD 42.0 PSF 0'- 0.0" -63/ .'.06V 0/ 28H 5.50^ 0.46 DF ( 625) 1'-10.9" -1.:/ k14I 0/ OH 1.50" 0.18 DF ( 625) LL-21 PSF Ground Snow (111 B'- 0.0" 0/ 63V 0/ OH 5.50^ 0.10 DF ( 625) LIMITED STORAGE DOES NOT APPLY DUE TO?RE SPATIAL RE(XIIREMENTS OF:BC 2012 AND IRC 2012NOT BEING IT. ON^,. _: Des:gr.c ec Y.ed fir ne:(-5 psfl up.i`C a '_4 spacing. AND,BO.CHORD CHECKED FOR 10PAC E:VE ECA.^.. "CP AND BCTT:N"C:iCRC:.'Vk' LOADS ACT.NCN-CCN^;RRFNT:.Y. VER--CAL DE FLECTION:.:M:TS: L=L/_4C, MAX L:.DE11. Allowed .:00^ MAX- SIrP DEFT.--0.003'@ _ 0,0^ Allowed 0.133^ MAX TC PANEL DEFL - ^.x.00_^@ C.0' Alloyed= 0.0/_' MAX TC PANEL'L DEE'L- -0.00?'@ A: ed- x.109^ MAX BC PANEL L:.DEFL,- :.010^@ 3'- 6.6' Allowed= ,^,.336^ MAX EK PANEL T:.DEFL- -'1.099^@ 4'- 9.2" Allowed 1.449^ 1-11-11 MAX NO:Z. LL DEFL -0.000^@ 1'-10.9^ MAY.NOR:L. -L'DEFL- 0.000^e 1'-10.9^ 4..� v xsiq:,� w-nafor�e-res:s_inq ays ere.a:,n� .e._s ana rlaatli-.a r._e._a. W-nd: :40,pl.., ':'ll-, ---4.2, a duration Eecco r-1.6, d, Trussedeslgned f oa ind Lds in.ho plane�t thewt_vss on Y. � M-3x4 r � L 1-oo PS--1 FIIL:.8EAR:NG;.1s:2,3,4 8-oo ED PROFS 89782PE JOB NAME: 17995 SAGE BUILT 3980 - GJ1 Scale: 0.6]51 .� OREt30N g Truss: GJl 1 Y ..�a,....E,w4m�.a„�I.'�'a J DATE: 11/23/2015 ov.mrva ewa�"'r'.a>wica ��������waM�wee 1 �� bl.m.a�.r.a�,�..4�.am_.. '�AauL a� SEQ.: K1552183s me.oa.em„r�^w.m•^N•^r wo-ww.a Iaw..m..w...e'mr TRANS ID: LINK a..y.mw m.em Mrpm.a a.WN�m.'aw. EXPIRES.lV31/Z#16 November 24,2015 ml a.ecs.wc..a.nm.nl e.mm.l.e. wm w.+vn.l... rrTp usA.Ie JCo T.+sortw.o 76.10ErE pr wyT"au..w Eat-t31 t.ESa-�YY MiaO f 1 1 -his prepared from computer Enput by .a-f is Lumber and Truss-BC LUMBER SPECIF'CATIONSTRUSS SPAN @'- 0.0" [BC 2012 MAX-ISER FORCES 4W/GDF/Cq-1.00 TC: '_x4 DF 1:6BTR LOAD O1;RA-;NCREASE_ .15 1-.'.-( 01 36 -4-111 0 RC: '_r.4 DF/16BTR SPA PC 24.0^O.C. :- I d4 TC LATERAL SUPPORT<_ 2'OC.UCN. :.OAL:NG BC LATERAL SUPPORT<_ .="OC. JON. LL(25.01-( -I.01 ON TOP CHORD '_.0 PSF BF.AR:S MAX VERT MAX HORZ BRG REQ:J iRED BR G AREA D1, ON 90TOTA CHORD 10.0 PSF LCCAT i0N5 REAC'"1 ONS RFACTI ONS Si 1.E SQ.LN. (S PECIER) OVERHANGS: 12.0^ 0.0^ TOTAI.LOAD 4'.0 PSF 0'- 0.0^ -41/ "5.V 0/ 4)H 5.50" 0.57 OF ( 625) 3'-:D.9" -1�9/ :'_RV 0/ OH 1.5C^ 0..0 OF ( 625) ....__t PSF ir0'.Ind Snow ;Pg) B'- 0.0^ 0/ 69V 0/ OH 5.50^ 0.11 OF ( 621) L:M:TEJ S-ORAGE DOES NOT APPLY D'.;E-0 THE SPATIA:. REQUIREMENTS OF ISO AND IRC NOT REING MET. OND. :: Design checked for net(-5 psf) .lift at 24^ iny----------- BOT ON BOTTOM CHORD CHECKED FOR 12PSF LIVE LOAD. TOP ANO BOTTOM CHORD LIVE LOADS ACT NON-CONCJRRENTLY. VERTICAL DE FLECTION LIMITS: -L/2 40' TL-L/180 MAX:.L DEFL 0.002"@ _ 0.0" A1_owed MAX T CREEP DEF:._-0.003"@ - - 0.0" Al:owed MA" :.:.DEFL -0" Al MA%BC PANEL LL DEFL -0.011"@ 3'- 6.6^ Allowed 0.336• MAX TC PANEL TI.DEFL=-0. 030^@ - Allowed- 0.320^ MAX BC PANEL TL DEFL -0.144^@ 4'- 4.9" Allowed 0.449^ MAX NO IS. LL DEFL=-0.000^@ 3'-10.9^ 3-11-11 MAX HCRIZ. -L DEFL=-0.000"@ J'-10.9" 1, Design conforms [ r windf orce-resisting 4.00 C- sy s^om and Componantsand Cladding trite rta. Wind: :40 mph, h-1St', TCDL-4.2,BCDL-6.0, ASCE 7-10, (All Heights), Enclosed, Cat._, Erp.B, -S(Lir), oad d-a.icr. End v cat(s)aa erposed T:.Is se designed .` ind loads to the plane of thewtruss only. o y - M-3x4 L � L 1-00 1PROVIDE FULL BEARING;GLs:Z 3 4 8-00 D PROF�cs, Rv�S GIN 89782 JOB NAME: 17995 SAGE BUILT 3980 - GJ2 Truss: GJ2 OREGON „e,rm,ma,.a,Wmr.m.m Wmlml.... lrrmc a�.w.=•aMaa..y�o.,...«..me o�ao. �"� Y 1 s,mm.[mw.n el.uglo nrn m„aul.y mmrvam �D•v�rc_,•.•n.w.,ee�,aoa.rdx�r„u...,r J �.m.ewaw�.aomre.al.wlu.tya «m.�. ..�•«atr„..r e�wam'..awc«*'wa DATE: 11/23/2015 PAUL SEQ.: A� K1552184 •.wawrede°"ca.°e'"m"c""a""°'."'re�..'e.. 1ar.e.maw..u.aloa.orna m.�.a..a.Wmo.a> TRANS ID: LINK EXPIRES.12/31/2016 November 24,2015 _ d.aeele«a.« Wr USA.Irc+eanwrtu.SrM.n 7.81(l Q-Eio.��re.c� mad:.e•.T.«^.....em-til 1.esf.�eee s tles:gc p:epa:ed from comp._e: -p._by Pat`Lc Lumber aad T.uss-BC LUMBER SPECIFICATIONS TRUSS SPAN S'- 0.0" [BC 20'_2 MAX-ER FORCES 4WR/GDF/Cq=1.00 TC: 2.4 DF kI&BTR LOAD DURATION INCREASE=1.:50) BC: 2z4 OF 11:6B"R SPACED 24.0^O.C. 2-3-(-661 36 TO LATERAL SUPPORT<-12-CC. 'JDN. 'LOADING BC LATERAL SUPPORT<_ .2.00. 'JON. LI.(25.0)-DL( t.0) ON'OP^_HOBO= 32.0 PSF BEARING MAX VER- ^WX DORZ BRG REQUIRED BRI AREA OL ON BO-,CM CHORD 10.0 PSF LOCATIONS REACTIONS REACTIONS SIZE SQ.:N. 'SPECIES) OVERHANGS: 11_.0" 0.0" TOTAL LOAD= 42.0 PSF 0'- 0.0" -SB/ 422V 0/ 651 5.50• 0.6� DF ( 625) I- 0/ OH 1.50" 0.2] DF ( 625) LL=25 PSF Ground Snow (Pg) S'- 0.0" 0/ 8IV 0/ 0H 5.50" 0.13 DF ( 625) L:MI'ED STORAGE DOES NOT APPLY DUE TO THE SPA", REC%12RE NTS OF:BC 201-2 AND:RC 2012 NOT BEING MET. checked fo:net(-5 sEl upl:f'a 24 ^ .ng. BOTTOM CHORD CHFCEED FOR IOPSF L:VF LOAD.TOP AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. VERTICAL DEFLECTION LIMITS: LL-L/24% TL-L/150 MAX LL DEFL= 3.002"@ -I'- 0.0^ Allowed 0.100" MAX TL CREEP DEFL=-0.003" @ - - 0.0" Allowetl- 0.133" MAX L:,DEFL ^.000.2 �'- 0.0" Alloyed- 0.0]9^ AX CREEP DEF:.= 3.0 L'0.2 - 3.0• A��owed 0.:�5• AN-L:.L DEFL- 0.06.1"@ 3'- Ai_owed- 0.354" MAX BC PANF.I.T1.DEFL -0.1]8"@ 4'- 5-11-11 MAX DOR IZ. LI.DEFL -0.300^@ '- MA%HORLZ. TL DEFL -0.000^@ 5- q,00 Des:T _ .r:d:orce-re s:s[.cq onto m_ sys�em antl omponenms and c:add ing cc__er:e. Wind: 140 mph, 'n=15tt, TCDD 4..^.,BCDL-6.0, ASCE ;A11 Heigi[sl, Enclosed, Ca[ EY.p.B, MH RS;Di:1, oad duration factor=:.6, seaes�e-ee ea oadsJ w.:,o. .nVshe place o. ...e _ass only. M-3x4 1-00 PROVIDE FULL BEARING;J-2,3,4 8-00 g)PROGI F�Cs,� 4� 88782PE JOB NAME: 17995 SAGE BUILT 3980 - GJ3 OREGON Truss: GJ3 a.me.nawq wa.r Wena mae:ww: z.nw' w awe. DATE:: 11/23/2015 awwyawwei.�(o ee.wwpteMn u+w�.a�aem��pio.n.wwl..'wKBaOqI �PA.U.` SEQ. K1552185 . ""°e"" c""^'"°"I"•°'�"° o'.r..a°".•"'"A"""F'a°"'w"'e„`w"°'b' s. TRANS ID: LINK e�.y�wde..oa+4e.n m"�w+a .awavr.ww.raw. EXPIRES:12/37/2016 a;,.,,w.4w.�daaa.w _.gid ode e r4.e.a�.nw...ew.amv»...m....ae,a aweeuwa,w November 24,2015 r,4t usn.hciconquT:u SORwn 7.67(%L E ow,E.P www ESi-13I1.E91.INe MT.p f + -his des iqn prepared 111,,computer input by .aci(ic Lumber and Tn;ss-BC LUFIDER SPECIFICATIONS TRUSS SPAN 6'- 0.0^ IBC 2012 MAX MEMBER FORCES 44th/GDE'/Cq=1.00 TC: 2x4 DF♦15BTR :AAD JURATI.:NCHEASE=1..5 1--( 0) 47 BC: 2.4 DF 416BTR SPACED _d.9.O.C. 3 -9) :19 TC LATERAL SUPPORT<=1_"OC.L.. -OADING BC LATERAL SUPPORT<-12•OC.'JqJ. L:.; -5.0)lD;.( ],0) ON TOP CHORD 3_.0 PSF BEARING NAi(VERT MAX HTRZ PRO REQUIRED BRG AREA DL ON BOTTOM CHORD :0.0 PSF LOCATIONS REACTIONS REACTS SIZE SQ.IN. (SPECIES) OVERHANGS: I.C. 0.0" TOTAL LOAD= 4=.0 PSF 0'- 0.0^ -19/ 305V5,50^ 0.49 DF ( 6.5) 4'- 6.5^ -_49/ 160' 0/ OH 1.50" 0.-6 DF 6- LL -5 PSF'Ground Snov (Pq) 6'- 0.C^ 0/ fi5V 0/ CH r.50^ 0._0 DF 6'-5) L:M:TED S"ORA'3E DOES NOT APPLY OLS-0 THE SPATIAL ME REQUIRENTS OF IBC_01'AND IRC_0:=N07 BEING MET. OND. �: Desi n chec Y.ed for oat(-5 Rf) u ;ift-24 ' inR. BOTTOM TOMOCHORD ORD LUV FOR OS AC LIVE LOAD. TOP AND BOTTOM CHORD:.:VE LOADS ACT NON-CONCURRENTLY. 'ERI IL D DEFLECTION LIMITS: LL=L/.90, TL=L/190 MAX:.L DEFL=-0.000^@ 0'--7.0" Al_owed 0.050^ MAX TL CREEP DEFL -0.000•@ C'--7.C' Ailoved .^]9^ 4-07-09MAX L:.DEFL 0.100•@ 0'- 0.0• Alloyed MAX TL CREEP DEFL- 0.000^@ 0.0' Allowed FWX TO CAN L1.DE:FL= 0.070•@ 0.0^ Allowed- 0.397• MA%TC PANEL TL DEFL -0.063^@ 21- 8.1^ Allowed 0.596- H RIZ. .596•HORIZ. LL DEFL 1� hW%HOR:Z. ':L DEFL=-0.0'11"'a C'- 6.H" 12.00 Das:gn conforms r i�dforce-resist nq system and components and ctatldinq c_rrer�a. Wand: 140 mph, h-22.9f_, TCDL=4._,RCDL-6.0, MW ASCF.1-10, (A 1'. He:ghts1, Enclosed, Cet._, Fxp.6, FRS(Dir:, load d�r azion se f End u ve rticai(sloe expod rc v d, s designed for wind loads .npon the ane o. the frsss ly. M-3x4 D-07 6-00 ��REp PROF�si�` PROVIDE FULL BEARING;,1[s:Z,3,4 897 JOB NAME: 17995 SAGE BUILT 3980 - J4 -1- @.4976 Truss: J9r axe. nWu . waw a«.w Naw ..e...e«w � rMw.wawr.r..u.wOREGON z.a4„aw...w+.e ur.w4 mr•u.or.uww..ww�. - m..m�am"'w"w ewrane.n'c e.v+, ,t� '1 �.1 �.meu.imm.n..we.w...er,m�n�w.w„mw �°"v' ww.uomm arormeaxrmu mow. �T RY /mow a� DATE: 11/23/2015 ar�wr'w.4Ya N.wry arp� a g1ma.uorawlr.rG r@M.ma w.wr.'Y('C]wab d•w..03O) Aq V� •" npa bW9 a urw n.nr'O.antl Wrm Yvn SEQ.: K1552186 •"°° �"w°"�'°"' m�.'^ ° we.�o.a n.wwmww..n.w... an.r.n.m.�o.:r r.mapw waw roar.w.rn..r n.e.v.+rn.. s TRANS ID: LINK ewo'eae..couwm.'ry wmow.a ..a-erwrwno�r a.... w...m.wa..w...... ��r. a p••• -N10iw a..E ..w.w. a„.m.9 EXPIRES.12/31=16 aaasm..uwruu..wr.n.w�m.umraorwr. �`�. November 24,2015 MIT.k ll84.Ir¢,Con Tr SwM.n 7.E.)OL}E fa cDe9r bewc" n�maow�.e.'v..w..w 13"E-oee t.'T.q s des:gr,prec a:ed I-,'-p-, :oput by 2a�i.`:c :.umber and Truss-BC LUMBER SPECIFICATIONS TRUSS SPAN 8'- 0.0^ :BC 2012 MAX MEMBER FORCES 4148/GDF'/Cq-1.00 TC: 2x0 OF Y15BTR LOAD DURATION INCREASE=1.15 1-_^=( 0) 16 2-9=(07 0 BC: 2.4 IF t16BTR SPACED 24.0^O.C. 2- ) 45 TC:-ERAL SUPPOR7<_ 2- UCH. LOADING BC LATERAL SUPPORT<= 12-DC. UCN. LL(25.0).DL( 7.0) ON TOP CHORD 12.0"I BEARING ,AX VER'. AX HORZ BRI REQUIRE)DRG AREA OL ON MOTTQM CHORD 10.0 PSF LOCATIONS REACTIONS REACTIONS SIZE SQ.:N. (SPECIES) OVERHANGS: 12.0" 0.0" TOTAL LOAD- 42.0 PSF 0'- 0.0^ -59/ 480V 0/ 84H 5.50" 0.77 DF ( 6257 7'- 9.2" O/ 99V 0/ OH 5.50" 0.16 DF ( 625) LL-25 ESE Ground E- (Pq) 7'-11.7- -90/ 219V 0/ OH 1.50" 0.35 DF ( 6257 LIMITED STORAGE DOES NOT APPLY DUE TO TIP SPA':- RE IUIREMENTS OF:BC 2012 AND:RC 2..2 HOT BEING RET. OND. Design f) u Lift a 24 ^ ing. BOTTOM CHORD CHECKED FOR THE LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. VERTICAL DEFLECTION LIMITS: LL=L/240, TL=L/180 MAX:.I,DEFL= 0.002'a 0.0' All, 0.100" MAX TL CRt}:p DEFL=-C.O C3^P - 0.0• Allowed 0.133" MAXTC PANEL:.L DEFL-- .OB•P 4'- 5.8' A:IOwed= 0.494" AX TC PANE:.'„DEF:._-0.3"7" a 4'- �.8' 0.742" 7-11-11 MAX SORIZ. :.i.DEFL -0.001'@ 7'-:0.9• MAX HORIZ.TL DEFL.'-0.00:"@ 7'-10.9' 12 4 0^ f7 sys'eT,l , :rd(o rce-:es:st_rq a�d c1P Ito -d: 140mph, .�=1±f t, 'CDS 4._,BCDL=6.0, ASCE 7-;0, (AL1 Heights), Enclosed, Cat..', Exp.B, MYlFRS(Dir), load duration tactor=l.6, E,a� jai;s) a exposea r wi�a, s desigr.ea forewina Loads M-3x4 1-00 PROVIDE FULL LEARING;,:.s:2,4,3 6-00 n RO 782PE JOB NAME: 17995 SAGE BUILT 3980 - GJ4 Sca.e: 0. 626 MYMq{ rB161K wDI�l « Welt Truss: GJ9 23rmmaanmrM brna mrIMO Wrr Nwn. nm a whdiM Wqp arprr �.9� s! r.pwanv«'a rrrn mrc mnurr: oro' ar rr warm miwN wae.er '1 R'Y'1 �+�r�" NerwwraE..aorur.ewr"u^'mne'areao"r"p"imp1rar'rm re:eaaorgsa ra 2 DATE: 11/23/2015 Tma�mrrar�w.ecr.mmw.n.«.rm•Maw'w+«rabear:.ecw.am�pr.�u.d.,ne.weo�r M) rpw UL: SEQ. K1552187 v r..:w..a mmrra rwrmmwrw�r rw r.e.wn.. s:�«m�e�w.w e.r.a e..m�.m.ww..mr�.a TRANS ID: LINK s.corm*Asir.:wm:warr,.ne.«n..m:.mn.ei.rmrm. a gw..mre.mnwwwmrr.n,.,..sNm.r'+.ewn EXPIRES:12/31=16 m: i..wc.av'+m.m�mrwmrwo r.. �.oro:.«mr.ewmamrgrpnem a:cnrmn.n.emw+rw.rpwwm w eora.w,rr�rmmr r.«ar,..,m,.m.m.,..a... November 24,2015 AYTrtUBa,Ip.R:onpuTru Salbrrw 18.1(1L}E pFa�r�Erc m::ry pw Erp Mrs«E9R-tai t,E9l.rYtl Ate*W s des iqn prepared ompv ter 1n - by Pacific :.umber and Tri,sa�aC LUMBER SPECIFICATIONS TRUSS SPAN 9'- 9.4" IBC^_O1C MAX M7FR FORCES 4WR/GDF/Cq=i.00 TC: 2.4 DF t168TR LOAD JUPAT:IXJ INCREASE_:.15 -^__( C) 36 '-5=(0) 0 BC: �x4 DF tic BTR SPACE '4.0^C._. TC LATERAL SUPPORT<=1.'^OCUIX:. LOANING BC LATERAL SUPPORT<-12"OC..DON. L:.; 25.0).CL( 7.0) ON'.OP CHOR.^. 3'.o PSE DL ON BOTTOM CHORD' 10.0 PSF BEARING MAX.VERT MAX HORZ B- REQUIRED PRF,AREA OVERHANGS: 12.0" 0.0" TO-LOAD= 4 .0 PST LOO TIONS REACTIONS HEACT10N5 SIZE SQ.IN. (SPECIES) 0'- 0.0• -43/ 441V 0/ 1011 S.SO" 0.71 DF 6.5) LL'_5 PSE'Cro1nd Snow (Pq) - 9.'_' 0/ l3V '�/ OF .s0• :.14 DF I 6'_51 -- DF 6'S) H LIMITED STORAGE DOES NOT APPLY JLE'0 :HE SP-AL 9'- 3.4^ -_":9/ 3?V i;/ O1. L.SO' 0.05 DE 6-1 REQL:IREMF.N'TS OF IBC'0:'AND TRC-01'NOT BEING mFr. BOTTOM CHORD CHECKED FOR 10PSE LIVE.LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. OND. ': Des:n cher Y.ed Eor nail-5 sf; ".i(.a24 " VER7:CA:.CEF;.ECTION::MICS: -:./.'.4., -:,/i90 :AX LL DEFL O.1.1- a 0,0" A-""- .:90• NA%TL CREEP DF FL -0.003" N 0.0" A-lowed .'33^ MA%TC PANEL LL DEFL= 0.133' e 3'-10.0• Allowed- 0.99fi" NA% "C PANEL TO DEFL -0. 06"N 3'-10.9^ Allowed 0.794^ MA%HORIZ. L:.DEFL -O.O I'N -11.-- MAX HOR IZ. 7,LEE' -- 7 - ..... Desi qe:c icdforce-resisti nq 12 system and components and cladding trite ria. 4.00 v Wird: 140 mph, h=1511, 7CDL=4."1CDL=-6.0, ASCE 1-:S, (AIL Neigh's), f:�crosea, Cat._, Eap.B, MWFRS(Ci r), oaa aeras:o�. r .0.=1.6. End v ai fs;aa exposetl w:ntl, T n:ssedesfor w a loads ,n Cha plane.-of[he tress only. M-3x4 1-00 8-00 PROVIDE Fu:.I.BEARI-;Jt-',5,3,4 1-09-07 `D PR0���-n GIN 1� 7 JOB NAME: 17995 SAGE BUILT 3980 - GJ5 Sca_e: 0.436? 11Y11t1.g0: 000041L IIOlOti nYs Truss: GJS anb.we«.aba m,o..v wmba.a..•a.a.•.m Nmw ras'•9 n o-amwr.w•..�.m b�...ew,w .'¢ ORE43ON wevraro.ew..�w w•mn,..e. o .00�+a �.o�a�...r.w c�w•� z.n•m•a.rr•we rrwa•.r d.rarawr.wm.�. a c.•.a aw..•n am.maro•.n., `'�/� �0 Z 3y./Mtlel0lrnWrnbcr0 b.run YYlr WrO mr.•uaen �DwT tlw by OtlM�ntl40tr�blWrWrba.GO •.�1 a�..aa„,mw..�,ra a � .�. .. •aab.waa T w (��`► . DATE: 11/23/2015 n.pmrwra ar rwrroarpnr aino.a nnppa rrw r.u0 n9u•w w.Ycw� ) �PAUL `- SEQ.: K1552188 •wr.aw•w..vwb w,a.�,o-..a ma.•.we�..w.•4 : aw..b..w.ewraa.�.cwo..m•bwa .m•sr.webmr•.wwb wrbw.o..r w• s.o.��.warc em.w..m e.•.a��.•m�mw:a w.�.•m.r TRANS ID: LINK d.abw n.•••web wr mmmma. •^�'as'm^d°°^'a�+• s cw.w*m.rrwmwaw..m.w...m�w•mw.in h,M a .warc mtewnro+w.�mm.wwa.srm•�r»gl.n r m:'""'b� °'. EXPIRES.12131/2U18 t,w.4.�•.n.•.a.,w4ar•rb.�mm.ara•w b,r• a.mnwbwmar November 24,22015015 .m•r.a.nn re.n.•w.e.om aa+.. .e�r..�r•.. wr.k us�.)rc/cw,w,rm.sartw..T.e.T(+E>E ,u ogr��a.r�aar.w.. a•r arm waw r.esnas,,,Een-Iem o-�iro s ore design paced from c _ e_ :.,put by _f;, and Tn..ss-BCc:n LUMBER SPECIFICATIONS TRUSS SPAN 61- 0.0" IBC 2012 MAX MEMBER FORCES 4M/GDF/Cq=1.00 TC: — DF#10 rH LOAD DURATION INCREASE=1.15 1-2=; 0) 1'1 2-4-111 0 BC: 'x4 DF#I,DTR SPACED 24.0.O.C. 2-3 TC LATERAL SUPPORT<- _^x. ON. LOADING BC LATERAL SI;PPOR-<- ,2.00. 'IIXJ. 25.0)�DL( 7.0) ON TOP CHORD 32.0 PSE BEARING MAX VER: MAX HCRZ PRO REQUIRED BR G AREA CL ON BOTTQM CHORD 1C.0 PSE LOCATIONS REACTIONS RFACT IONS SIZE SQ.IN. (SPECIES) OVERHANGS: 7.0^ 0.0^ TOTAL LOAD 42.0 PSE 0'- O.o^ -3'_/ 3391 -86/ 205. 5.50" 0.54 DE ( 625) 5'- 0.0^ -L 4'/ 1021 0/ IH 1.50^ 0.29 DF( 625) :.L-25 PSF Ground Snow (Pg) 61- D.0" 0/ 127V 0/ 0H 5.50" 0.20 DF ( 625) BOT?CM CHCRD CHECRED EOR A'0 PS"F L:.M:TIZD STORAGE LIVE :.CAD A:LCCA-:ON:S) SPECTEG By :BC 20'2 THE BO?PQM CHORD DEAD LOAD IS A MINIMUM 0=_i PSE'. ONO. _: Design chec Vied for ne:(-5 psf) plift a 24 ing. VERTICAL DEFLECTION LIMITS: L1.1,/2!0,,TL=L/100 5-09-09 MAX I.L.DEFL -7.0owed 0.050^ MAX TL CREEP'EFL=-0.000^@ 0'--7,0" Alloyed 0.078^ MAX 7C PANE:.:.L'EFL- 0.202^ @ 3'- 5.9^ All owed MAX P—-L DEFL--..163' a 3'- 3.. Ai=ovetl - ...76.^ WU(HORIZ. LL DEFL -0.002^@ 51- AX MHORIZ. TL DH-L_-0.00'_"@ 5'- 8.8" 1. ._.00 Ile s:gr,c n _ s to ma w:rtlforce-res:se`ng sys_ea.a�d�c ompo^.c n,sland_:etldicg c a W_rd: 149 mph, h-23—, TCCL-4.',BC-6.0, ASCE 7-L0, (All Heigh's), Enc�osed, Ca.._, 1.p.B, -1RS(Di,) Dad dv ration factor=l.6, E.nd v calfs; a exposed t wind, sedesi fined forevind :,Pd,o .n. _..e p...e ..,e t__ss en:y. 0 M-3x4 'Q-07y 6-00 L LD PRUf�rss PRCV:TE—BEARING;.'s:',4,3 GIN 89782PE JOB NAME: 17995 SAGE BUILT 3980 — J5 Sca=e: :.4606 •� OBWLNOI�i. in am.xr m.t �a..e.wemomvmtle..a.mawow..� .e..amn e.�..r...mw.m.amwa. CflE43[(N! Truss: JS vaemse.a�.�,m,�m mm�,.m.. a ammm...•ro..4raa..mo..•...mawm. fI� �� rJI Za�Q" DATE: 11/23/2016 SEQ.: K1552189 - t.m,,.... TRANS ID: LINK ."v".°'°'.°°"'^m'"""°°'""I ° tmm...n.... 5�T .^.w^aw-•m.m..m-„•m.t.tM EXPIRES:12/31/2016 ].o.W-m snwe.e ,n.e.c• n..rm.w.a.n.m+.mm..�nm eP....I.�m�.4mm.t...am...�4,..4.�,.�.. November 24,2015 MRN I!&.Irc,Cwr T.SaRw.n 78.7(1 L)-E s tlesigr.prepared from computer inp,, by acific Umber and Truss-BC LUMBER SPECIFICATIONS TRUSS SPAN - 0.0" IBC 012 MA%MEMBER FORCES 4N/GDF/Cq=:.00 TC: 2.4 DF X16BTR LOAD DU-711 J :NCRtJ1SE-1.15 1- BC: BC: 2x4 CF i16BTR SPACE.^. TC:.ATERAL S PEOR-<_ 2.00. UCN. -OA::NO BC LATERAL SUPPORT< .2.00. UON. LL(25.0),CL( T.0) ON"OP CHORD- 32.0 PSE BEARING MA%VER:' :JUt HORZ BRG REQUIRE)BRG AREA DL ON NOTT-CHORD- 10.0 PSF LOCATIONS REACTIONS RFACTIONS SIZE SQ.IN. (SPECIES) OVERHANGS: 12.0^ 0.0^ TOTAI.LOAD d,`..0 PSF 0'- 0/ ?RH S.SU^ 0.48 DF I fi25) _3V 0/ OH 5.50^ 0.04 6^_5) L' -21 PSF,round Snow;Pq) 1'-:1.T^ -:S/ 4.V 0/ OH 1.50^ 0.01 JF 6211 L:M::EC SSCRAGE bEs NO"APPLY J:.TO':�SPATIAL REQJIREMENTS QF IBC 20:'PND LRC=.,.2 NOT BEING MET. BOTTOM CHORD CF6C—FOR IOISF:.IVE LOAD. TOP .NII. Jes:gn chec Y.ed for net(-5 psf) u lift at 24 AND BOTTOM CHORD LIVE!.OACS ACT NON-CONCURRENTLY. VERTICAL DEFLECTION LIMITS: :.L=L/.'40, TL /100 ^W%:.I,BE FL 0.003" 'a _ ;,0^ A1_�wed MAX. CREE2 CE FL -0.003 d PANE LL JE F�= 0.0^.1' @ - "..1^ A:':owed ^NX TO PANEL )EFL ;.0�!" @ _ 9^ Al�owed MA%HORIZ. LL DEFL -0.000^@ 1'-10.9^ 12 MA%HORIZ. TL DFF'L=-0.000^@ 1'-10.9^ 4.0o v =ya:eR. Wi..d: 140 mph, h-1511, TCDL-4 ,B1Ill.6.0, ASCE ]- 0, (All f{eights), Enclosed, Cat.", Exp.B, MWFRS(Dir), Ioaa a�rar:o� farm 6, F,d v ails; a exposetl t. wind, reae�igaed rarew:Rd �oads o - - � M-3z4 1-00 2-00 PROVIDE FULL BEARING;Jts:=,4,a PROGI F�ss 89782PE JOB NAME: 17995 SAGE BUILT 3980 - GSJ1 www• mrefrK ran•. .^•. .oua. Iry Truss: GSJ1 .n..eaaio«»mNa. •n.....n .awn OREGON � .a vwm.o e.rw.wennuvo^ Bmmmo. aMP.�6+M �.P w. .m cin: a .� a�.a,�•�. �'9,Q 'CRY 1� J�; 3.Ipl.or.lenpof.ry drapbriun 6tilfY W.gmNWm orgi run�n.tn.a e.ieNry bw�aa a�..m.meet a ^•+o.aaarws.eamwpnua aur wpnw , DATE: 11/23/2015 r�emeury aew e.fsea.ae+ bi .q ypys w y.�.�y may... •�, ) PAUL SEQ.: K1552191 wmvwae.�cemeenmew�.a we.r.,.r e.e^c ea : aea..e.aee.�nn an. ..mee.ar TRANS ID: LINK dro�im•r e..rpwm.nr e.ee.ea �w^aee^'a a.. 5 ,.... a...4..a... .dnl.M. a e...o..r �.. �m.,.w.. EXPIRES.12131=16 .wee a., e.a.m m�e a .e.a. dB� ed ,r�e..�eem.o.e.aa ee.er.�..aae,er ,ev,ner mee November 24,2015 W"UBA.Irc Ca Tr Bafeen 75 7(1 Q.E to at►r maciwa ar m.a�.x.....esrnr i.can-yam m�T.0 e iqn prepared 'r _ Ter inp�t by .a_.._c .:smber aUtl Tru ss�BC m I LUMBER SPECIFICATIONS TRUSS SPAN 3'-11.7" IBC 20:2 MAX MEMBER FORCES 4W/GDF/Cq=1.00 Ili TC: 'r.4 DF X16BTR LOAD DURATION INCREASE=1.15 1-2=( 0) 36 2-4-(0) 0 IT: _x4 DF 01s3TR SPACED 24.0^O.C. 2-3-(-50) 22 :.A'ERAL SU'PPOR'T < '—OC.'JON. LOADING BC LATERAL SUPPORT<> .2^CC. UCH. LL( 2—).DLI 7.0) ON TCP CHORD= 32.0 PSF PEARLS MAX VER: MAX HORD PRO REQ—ED BR,AREA DL ON BOTTOM.CHORD 10.0 PSF LOCATIONS REACTIONS REACTIONS SIZE EQ.rN. (SPECIES) OVERHANGS: 12.0^ 0.0^ TOTAL LOAD- 42.0 PSF D'- 0.0^ -70/ 1221 0/ 411 5.50• 0.52 DF ( 625) 1'- 9.2^ -3/ 591 0/ OH 5.50• 0.09 DF (625) L:. 25 PSF Ground Snow (Pg) 3'-11.7^ -44/ 9SV C/ OH 1.50^ 0.15 DF ( 625) LIMIT-STORAGE DOES NOT ADPL`.'DUE TO THE SPAT:AL RFQaJ:RFKFNTS OF IBC 2012 AND iRC 2012 NOT BEING M£;. 12 OND. 2: Design checked` l-5-f) uplift at 24 ivg. 4.00 (—BOTTOM CHORD CHECKED FOR!OPSF LIVE LOAD.TOP AND BOTTOM CHORD LIVE LOADS ACT. NON-CONCURRENTLY. VERTICAL DEFLECTION LIMITS: LL-L/24 D, TL-L/180 MAX LL DEFL= 0.00.., @ -1'- 0.0" Al loved 0.100^ MAX TL CREEP DEFL=-O.UI�"@ -1'- Alloyed= MAX SO EL 7E FL= 0.0:1•@ 0.1• A.lowed- 0.043" MAX BC?ANE_T-DEF:. 0.1• Al-,—d- T--,' MAX:HORID. -:.DE FL--0.000^2 J'-109• MAX HORIZ. TL L1 TF1._-^..000.2 3'-10..9^ Jes iqr. :ndforce-resistiny -y'�.eT. 9—d: :4 P.mph,1=15! L=4.2,BCDL=6.0, ASCE"1 (A:1 ie iqh-), F.--d, Car..-, Exp.B, MWFRS(Dir„ oad duration [actor=1.6, Find v ails; a%—_posed t wind, Trsss designed f iloads ...:be p .�e n. ...e ....ss s.ly. M-3x4 1-00 2-00 1-11-11 PROVIDE FULL BF:ARING;Sts:.'.,4,J PRo������ 5 GIN 782PE JOB NAME: 17995 SAGE BUILT 3980 - GSJ2 Scare: 0.096: �•/ ♦' Bubrmm w,donmMYrrYmum YYYW ar O,nrY Ntr, OBl:Kbshraanh wnlM pY,rirY,Yx,.n,m 4mrn na„wY Truss: GSJ2 rewmmaYm.ww ama o..n., r o�4x.a mar aYry Y..w,.maw. 9,k OREGON z Mme'�. RYIt Y� J DATE: 11/23/2015 s nm„YYyaY,YYe,p Y.Qaw a.aimo.a Yppy>r.Y Yr•a'.w..ewr.Ymn.. PAUL^VL SEQ.: K1552192 wm +.a�YrY.n mrYm,Y mn m.s o..smn s o.y��.gym®ome...4n,.n�a......en.^c TRANS ID: LINK EXPIRES•'IW31/2016 November 24,2015 desigr.prepared fron.7omp.:ter p',:t 'oy Pacific Lumber and Truss-BC LUMBER SPECIFICATIONS TRUSS SPAN 5'-1'.]" :BC 201 KAK MEMBER FORCE:S —/GDF/Cq-1.00 TC: =x4 IF N16BTR -3-D'JRA':ON IVCREASE-1.15 1-2=( 0) 36 BC: 2,A DF 116BTR SPACED "4.0.O._. _-3=(-]'+) 33 TC LATERA:.SUPPORT< -OC. TON. :.OAJ:Y6 BC LATERAL SUPPORT<= 12— LON. --.0)—( .0)—( .0) ON TOP CHORD` �.0 PSF BEARING MAX VERT MAX HERZ BRG HE, dRG AR FA OL ON BUTTON CHORD- 10.0 PSE LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES) OVERHANGS: 1_.0^ 0.0^ TOTAL:.OAP- 42.0 PSF 0'- 0.0^ -60/ 3121 o/ 65H 5.50• 0.50 DF 1'- 9. -4S/ 149' 0/ OH 5.50• D.'_4 DI [6 51 L--__ -SF'::ound Snov(Pq) 5'- 1..1 -6]/ 1441 :1/ YR -.SO' 0.'_3 DF 625) LI—.- S'ORAGE JOSS NOT APPLY DUE r_SPAT:AL REQf.'IR! '.NTS OF:BC AND:RC NOT BEING OND. I. Desi n ch--d for n ;-5 psf) upl:'.r. at 24 BOTTOM CHORD CHECKED FOR DOPSF LIVE LOAD. TOP AND BOTTOM CHORD:.[VE:LOADS ACT NON-GONG:RREN TLY. ­71 AL DEFLECTION L[ L�L/'_40, TL=L/100 MAX LL ZEFL= 0.^0'_^@ @ -I'- 0.0• A_i MA -0-3- X IT CREEP .'10 Dr FL=-03•@ _ _ 0.0• A:loved- 0.'JJ• 1. MAi(BC PANEL' DEFL 0.013•d - A:_owed 0.043• 9.00 D MAX BC PANE:.TL DEF:._-0.005•@ _- ,,,, A1_oved- J.OF]• MA%HORIZ. LL D—,--0.000"@ S'-10.9• MAX HORIZ. TL DEFT._-0.000"@ 5'-10.9^ s:qn ccnf— ^.dfo-ce--es:st:nq s ysten and Components and':adding Wind: 140 mph, h-15ft, TCDIr4.2,BC—G.D, ASCE-/-10, (All Heights), Enclosed, Cat.:'., EYE.B, Mvh'RS(Ui r), load duration Eacro r-1.6, Endv cal(sl a exose pd t wind, _ se designed for.-.,dd:Dads in �he pane� on:y. o - - o M-3x9 y } y L 1-00 2-00 3-11-11 PROVIDE FULL BEARING;Jts: 9,3 Vo PROFFss mak' 89782PE JOB NAME: 17995 SAGE BUILT 3980 - GSJ3 Truss: GSJ3 ea •aa..e.a m:mm,a w,b e..n...e..ea«..N.� m m. :m....w.m..e.m,m,rw�b ranuama. m,.om....mba �.,maa.6.ml.mammm.mm„�a .aaA..�P.am.b,a.a4ama., F ORECiQN 1 Mlpnblanpanry traapb m:M1 aYhlry Nnp mMutlm a C\aP MbpaN maorn clvbbbbMYr ��� �a'7� �� _+�"' iaamrbalar Mtlbanmx Ampu�aam�wl bamaa bbro oc r�pelnlr unlarbeemrwy�oaaw rgnq I V DATE: 11/23/2015 a.�pm.m4anwubewp� a.gi„agpgyiyvr.�vab:w...�w:..C). � �1 fi pauL A` SEQ.: K1552193 wna.mwe.m.eb.nm.w».�b.a,re�mo.m iaam:..m.��.�nbran.:.o.m»m.Ace,�� TRANS ID: LINK a.q�m.a a.aRa.em�rmmmMM .+.ro.,'nr..Nmbma m.. EXPIRES.12/31/2016 n*n.a.o:.mm.n.a.�nama.b.rb....romer __ w.sa.am..nm. November 24,2015 mnmw.xs.mo..a+an re.n.w.a.w•+w.. +n..e o.:a.a.. MTM LISA.Inc.Rb Tma Solbnn 7.6.1(1L}Eesavn.esn-lam MTab 'h:s design Fre.a Ped I- :npu1 by Pac:':c L -BC LUMBER SPECIFICATIONS TRUSS SPAN 6'- O.C• IHC 2012 MAX f4EMBER FORCES 4WR/GDF/Cq=1.00 TC: :x4 DF 016BTR LUAf>DURATION INCREASE_'.1S 1-2=( 01 47 Z-5=(01 0 BC: 2.4 DF N16BTR SPACED 24.0"O.C. 3-4=( -77) 0 TC LATERAL SL"PPOR7<_ _•x. 'JON. LOADING BC LATERAL SCP?ORT<> .2"CC.UON. L:.(25.0)-( 7.0) ON TOP CHORD= 32.0 PSF DL ON BOTTOM CHORD 10.0 PSFBEARING MAX VERT MAX HORZ BRG REQUIRED BRG AAEA OVERHANGS: 7.0" 11.6" "OTAL LOAD 4_.0 PSI LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES) 0'- 1.C" -39/ 3]4V -95/ .2.631 5.50^ 0.59 DF ( 625) LL=25 PSI Ground Snow (Pg) 5'- 9.2" 0/ - 0/ OH 5.50" 0.22 DF ( 625) 6'- ...� -245/ �77V 0/ OH 1.50• 0.35 DF ( 625) BCT70M CHORD CHECKED FOR A 20 PS F 2:MI'.ED STORAGE LIVF LOAD AT LOCATION(S) SPEC:F:ED BY IBC THE BOTTOM CHORD DEAD LOAD IS A MIN:",OE 10 PSF OND. 2: Design checked -(-5 psf) up:iE[ a _4 spacing. VERTICAL DEFLECTION LIMITS: LL L/240, TL=L/180 MAX:.L DE FL -C.000• @ 0'--7.D^ Al loved MAX CREEP DE FL -0.000• B 0'--7.D• A:loved= 0.072" JE FL=-0.0 2 6- 1:.6^ A::owed .D96• MA%TL CRF.E2 -0.003.2 6'- 1'.6- Al oved= . 123^ MA%TC PANEL.I,L DE FL 0.205^@ 3'- r.4^ A1_oved- 0.5_7^ MAX TC PANEL TI.DE FL=-0.11 @ ]'- 5.1" A1_owed - 0.790^ MAX ifORI2. LL DEFL -0.004^@ 5'-'1.2^ MAX it(1.0.12. 'L DEFL :Jes:gn confo ms :o n intlto rce-resis�.in� ayrem and�ompone nsa ana maaainq Cr.cerla. W:r.tl: 140 mph, n-24.111, TCDL=4.2,[K:DL=6.C, ASCE:7-10, He iPhlsl, Enc_ose d,Ca_._, Erp.B, NfnF'45(Dic), wind, eedesia:,bl r i;,a.oatlsc :n'She pane ,f lhewcrus5 only. o F M-3x9 0-07 6-00 0-11-09 PROF� PROV:CE-.BFAR:NG;j1s:C,5,3 89782PE ' JOB NAME: 17995 SAGE BUILT 3980 - J6 Scale: 9.4234 Truss: J6e..m..arra..m Nr. �•....n or.r.«.m .4..r aaw y�OREGON .� IN,M•sryw• YCN ••••M1 en'N mrrrvtlon •c.Iw+,..l. .••'d'.•Orll.'V••Y M'rw'•e+.YMM�.naw amvwn�doq� mmu•r Mrr pyw•u .�.'YRn.iee�ayw(BC1 DATE: 11/23/2015 s irw••oM'ru•n•.•'V.roy aPAUL.a SEQ.: K1552199 .nwa••.cn.ae.�r m^w'^"•^"•'r rae,a.rsI�.rrara..u.l.r...d.'�r..,w,... .we.• r.mr.rran"•r..n..n r.m o.+r m." .o�.y�..r�uw..r ru.ax.nmerr...�c TRANS ID: LINK .rv'I••d n.•od+er.m.d"w'.M eaww•m.rr r. 6 r.a r a�•.w..b�m.ro ..Ing . . .. .N.6..err �..� �m,..�. EXPIRES:12131/2016 ��r r ...al... ra . .n."...a..e�roe.•.e.a..ro.ne�' '°� •wd�.r•. e;u„',•d.,,: �r,ve„.��� NOVBfilbef 24,2015 wr.w usA.Imn:•.w*a.son.,r 7e.Tc+1>•E ,°o�°ip'e.. m,°o.°�. ryrt.p s design crepared ` p�-er inp:::. by 2acific :.Cmber a0d TrTss Tom HC LUMBER SPECIFICATIONS TRJSS SPAN R'- 1.6" IBC 2012 MAX MEMBER FORCES l--GDF/Cq-I.00 TC: 2x4 DE 016BTR LOAD DI;RATICN INCREASE-1.15 1-_=( BC: _xd DF.—TR SPACED 24.0.O.C. -?=(-335) 294 3-4=; -99) 41 TC LATERAL SUPPORT<= 12"0C. UIX4. LOADIN] BC LATERAL SUPPORT<- 12.00. UON. LL('_S.01�DI.; 1.n� ON TOP CHORD= 32.0 THE OL ON BOTTOM CHORD 10.0 PSF BEARING MAX VERT MAX HORZ BRG REQUIRED BRI;AREA OVERHANGS: 7.0" I.N. TOTAL LOAD= 42.0 PSF LOCATIONS REACTIONS REACTIONS SIZE. SQ.IN. (SPECIES) 0'- 319V -121/ ' 5.50" 0.51 DF' : 625) LL _5 PSF Ground S.— (Pyl 9.'_' 0/ l'_]V 0/ OH 5.50• O.2C DF 6251 -306/ 393V 0/ 0H .10• IF ; 62 1 BOT'.Q^.CHORD CHECKED FCR A 20 PSF L:.=STORAGE 5:- ,'..6' -]/ ?V .i OF: IF' 6251 LIVE LOAD AT LOC—N(S) SPECIFIED BY IBC 2.12. THE BOTTOM CHORD DEAD LOAD_E A MINIM,JM OF IOPSF. OND. Desi n chec Y.ed Eor net(-4-1) u lift ac 24 ' VERTICAL—LEC—Ob.:M!-S: LL-:,/2d0, 'L=/18C MAX L:.DEFL--0.000'¢ -7.0' A::owed 05R• MAX TL CREEP DEFL -0.000"+ --1.0" Al owed= ,^,]8• MAX TO PANEL LL DEFL 0.144•@ :1.]" Al'..-.d 0.52]" F4)X TO PANEL TL DEF L=-0.103"L+ -11.9' Alld 0.]90" MAX FIORFZ. LL DE F'I._-0.CD5'S S'- 0.R^ MA%HOR?Z. T.DEFL 13.';05"2 R'- 0.9• 12 1^_.00 � Design conforms to ma windforce-resist:nq system and componentstantl cladding cri.e ria. Wind: 140 mph, h=24.7fc, TCDD 4.2,BC-L=6.0, AS CF !-10, (A:I Heights), Enclosed, "a.._, Erp.B, —Bs(Dir;, oad d--ion End v calisl as exposed!. wind, Tr�ggedegigned forewina:oaas� :n[he p;ene of the truss only. o f M-3x4 PROF�Css 0-07 6-00 2-01-09 PROVIDE FIJ LL BEARING;Jt-',5,3,4 fi� G' �Vr' Q� 89782PE JOB NAME: 17995 SAGE BUILT 3980 - J7 Scare: D.364: Truss: J7 Mo,n.o«, A. �EGON . �.ewm�m.�. a�w A� ma4.wo.:.....4obw .f A 34NOabl b,ryd.ry basbb M,n Wa[r Wvq mnbumon ]Owq,.w:n.M bO bb abom Nabbbbb,Yly afu0• T :.w..«r au...m•mavr o.mr.n,a.m4a ..,.,.a.+n u+..a...a .m.r�w DATE: 11/23/2015 z:,„nd,ba,Vau,,,, cM"..ae.s:ny(Tc)(r(.7."aanr+M.0) pA�IL R� aw�.pen.ElrytlM B/.19a.0. l bvbnyntl Mr.Yw,•• SEQ.: K1552195 .n.mae..oc,bab w."a..:•..e aa,we,.ub as 4I— D— TRANS i TRANS 1D: LINK 4w,a.se.•,a.4m.,mmo,�,.m. a ..;'r m��. :,..a�.4...a.,aamw,,.4o.4 EXPIRES•12/31/d016 November 24,2015 =:q-prepared `. cnpvter :np�_by P.-- :..,inner and T--BC LU FR SPECIFICATIONS TRUSS SPAN 9'- 3.6" 'BC_Ol' MqX MEMBER FORCES 1-1GDF/Cq=1.Cf, TC: 2x4 DF YI6 LOAD DURATION INCREASE 1.15 47 2-5=(0) 0 PC: _x4 DF Y16BTR SPACED 24.0.O.C. TC LATERAL SLPPORT< <•CC. 'i ON. LOADING BC LATERAL SEAPORT<-12"OC. DCN. :.L(.^5.0)-DL( ].0) ON TOP CHORD 2.0 PSF OL ON BOTTOM CHORD 10.0 PSF BE :11 :AX VERT MA%HORS BRG REQCIRED BRC,AREA OVERHANGS: 7.0^ 0.0^ TOTAL LOAD- 42.0 PSF I.Tl.NS REACT:ONS REACTIONS SIZE Sl;,IN. (SPECIES) 31]V -140/ 332H 01 DF ( 625) LL=25 PSF Ground Snow (Pq) 5'- 9.�^ 0/ 1.')V 0/ OH 50^ O..5ZO DF ( 6E5) 5'-11._^ -329/ 410V 0/ OH 1.5.50" 0.5^- DF l 625) BOTTOM CHORD-NECKED FOR A 20 PSF LIMITED STORAGE 9'- 3.6^ -[5/ 68V 9/ �D ..50 .l DF ( 625) :.:VP LOAD ATT- TION(S) SPECIFIED BY :BC THE BOTTOM CHORD�^,t'AD LOAD IS A M:N:MIT1 OF 19 PSF. OND. 2: Desi n checked for net(-5 s11 u lift at 24 " VERT I CA:.DEFLECTION:,:MITS: LL=L/_40, TL=L/180 DEF1 -0.000^@ �.0• Al:ovetl= 0.^,59• AY.-,I CR EFF LEE:_ @ --].0• A1_ovetl= ."19• 7OC 0 MA%TC PANTDE:'__ .'04•@ 4.9^ AI:owed 0.5_]^ MAX TC PANEL! IL DE FL--0.:01^@ _ -:1.9• AIL 0.1— HO IZ. !90^:HORIZ. LL I)—=-O.Oc")"L 9'- :'..9^ MA%HORIZ. T1.DEFL -0.007^@ 9'- 2.B^ 12 sigr,c r. vi-dfo_ce-resist_nq system andmpenec_add_n5 criteria. Wird: 140 Tph, h-.'.�.3tt, (A 1', Heights), Enclosed, Cat._, Enp.B, MWFRS;J:r), �atl duracior. r=1.6, series:geed`. _-d : o!- M-3x4 PRO } t� 0-07 6-00 3-03-09 � �y�INEl, PRCV:DF—L BEAR ING;.It-2,5,3,4 89782PE <' JOB NAME: 17995 SAGE BUILT 3980 - J8 QREG0N Truss: J8 ..aYmaf.re�.a.u.me.r�m.M.. 4.�w»m.rooY.mYr ae..c.c.'.'.m�+•.4 c'w. s Y�sY�.if.'w'.n Y..o"cmYw.�xrd.ro�m� :m�r�w. Io �.AawY�mr.e:..acwY:.,rynq DATE: 11/23/2015 e.Y wY4 e.ma.em.na.m..:.mar fro-.r�aa"'° '.' aw..e.�.mM..e.x.4Ya.WY...npn(.tCml...nwao"rYa.�Yw yacl ��PAV L SEQ. K1552196 s.��..�w....m.�,.em.,..�............a TRANS ID: LINK °"a"..°"w"°m'""'"w"" e.ow' me.,,•'aa+Y.,w.ux...:.a..,,..YY.e EXPIRES:12/31=16 November 24,2015 wr.e us�,xmxo.w7..sonw.n T.e 1(1L)E� fU.W6E.cYtlm�iiw�b Wim.arPww ME3i.t3tt.E9i.INB Mrt.q f �• p Th:s design prepared from computer -p, by Pacific Lumber and Truss-BC L:JN®FR SPECIFICATIONS TRU55 SPAN 101- 0.9^ IBC 2012 MAX M1lE 11 FORCES 4W3/GDF/Cq-1.00 TC: '_x4 DF 111-B LOAD DURATION :NC-F_!.1 -= 0) 4] 2-6-(9) 0 BC: 2x4 DF 11- SPACED :4.0•T.^_. '-3 -469) 39G TC'LATERAL SUPPORT Y-12"OC.U SUPPORTCIJ. _OAS:NG 4-5=(-i]1 0 BC LATERAL -12'X:UON. LL(25.M-( CHORD ON TOP CHORD= 32.:PSF DL ON HOTTCM CHORD 1D.0 PSF OVERHANGS: 1.0^ 5.6• TOTAL LOAD= 4_.0 PSF BEARING MAX VERT MAX HORZ BRG REQUIRED BRG ATS REACAAFA TOO TIONS RFA S':ZE SQ.IN. (SPECIES) L:.-25 PSE;rouse Ssow (Pll D'- 0.0• -.'.2/ J15v -1's/ 625) 9.=• 0/ :.1V 0/ ON 5.50• 0.20 DF ( 625) BOTTOM CHORD C-KED CDR A 20 PSF L:M:T^.S-.ORA -353/ 4331 ^./ OH 1.50• 0.55 LF ( 625) LIVE LOAD AT LOCATION(S) SPECIFIED BY IBC_012. LO'- 0.0• -128/ :481 0/ OH 1.50^ 0.19 DF THE BOTTOM CHORD DEAD LOAD IS A MINT"N OF 10 PSF. OND. 2: Des:gr.checked f ec(-5 psf) uplift It 24 spacinq. VER'::CAI.DEFLECT-L:-S: MA%LL TEFL -C.ODO•@ 0'--1-- Aliowed 0.059^ MAX TL CREEP DEF:._-0.000^@ 0'--].0" Allowed 0.0]8" MAX LL DEFL=-0.000^@ 10'- 5.6" Al Lowed 0.046" MAX TL CREEP DEFL -0.000"@ SO'- 5,6^ Allowed= 0.062^ MA%TC PANEL LL DEFL= 0.099^@ 1'- 4.9" AlLpued 0,521" M1X TC PANEL TL DEFL -0.095^@ 2- ,,,9^ A:!owed= C.]9C^ MAX HORIZ. LL DEFL -0.009^@ 9'-1"r.- MAX BOR_Z. TL DEFL -0.008^@ 9'-1l..'.• 12 12.00 Desigr•.conforms to ma uindforce-resisti�q system and componentsrand cladding c._.e r.a. Wi.,d: :40 mph, h=25.@fc, TCL-4.-',BCDL=6.C, ASCE (A11 Heights), Enclosed, C-2, EzF.B, MW FRS(Di r), oad duration factor=1.6, Find v r_ aL(s; ar exposed c wind, sede signed for wind.Dads .s.s he b'_ o. the-cuss only. o � M-3x4 PLD PaoFFs�n 0-07L 6-00 j 4-05-09 PROVIDE FULL BEARING;Jr897 $2pE JOB NAME: 17995 SAGE BUILT 3980 - J9 MMMq�: IpTlS Truss: J9 �I ^�jy OREGON ra vwmwa e.a. ,a.aa.a. a.apowm�aa.w�@na.r...4 wwn z m.<mw..rw�ae..aw a.r a..muw.w.nwn. w�aarnxram.mwme.p.1 3 imw.lm4>a.n�+rom ma.r.err waac maawa x o.y� w.w..a mmnax:amo.roar olrxar `� fj/1� ��.w:wnae...m•rmre.a.r�lwoma ew.o.a.,rrwr w.em mwaw.n.,w:m J DATE: 11/23/2015 m..�.�.�r,am.w.m.mr.raw A/�:U a, b mau vr@rm w rw vva.w..a waw.ran.. SEQ.: K1552197 TRANS ID: LINK Mm.a.�mawwm„�„..„w.mm wm. o.rw..w.m.m.mra wwm wn�mw-n., EXPIRES:12/31/2016 D--...�.da..ra.�.@..ww.r.r m...a.,m.6.aa,.mm..�4a .mma ,P...r..e.m.raa�.m�am. 4o.waem�d. November 24,2015 3wmmu m ecg,rw..a.na:r e.n..rme.@w�mw.1 ..n m mar w. MliN us�,)rc.,comp,r�u.sanrr:•>,e T(1LFE �o PoiEes� n.N,tw 4eV�Mw.M F -1311,E9B-:aee NiTr4 't..s des:4r.preparede. :np'ac by a.. ."-.,and 7r.--Bm LUN®ER SPECIFICATIONS TRUSS SPAN 11'- 7.1^ !BC 2012 MAX MEMBER FORCES 4"/GDF'/Cql.00 , TC: 2,4 OF k16BTR LOAD DURATION INCREASE_ .15 1-2=( 0) 47 2-6=(0) 0 BC: -�4 DF N119TR SPACED '4.O"O.C. 2-3=(-520) 477 TC:ATERAL SCPPORT.<- 1-2-OC. ':ON. LOADING BC:.ATERAL S-PORT<- 1—CC. JCN. L:.;_S )P LL( 7ON , CHORD 3=.0 PSF DL ON BOTTGM.CHORD 10.0 PSF OVERHANGS: 7.0• 0.0^ TOTAL LOAD- 42.0 PSF BEARING MAX VERT MAX HORZ BRG REQUIREDBR'AREA LOCATIONS REACTIONS REACTIONS SIZE SQ.— (SPECIES) LL-25 PSF Ground Snow (P9) 0'- 0.0^ -_3/ 316V -176/ 4191 5.50^ 0.51 OF ( 6257 0/ 36V 0/ OH 5.50" 0.20 OF ( 6C5; BO'"TCM CHORD CHECKED FOR A 20 PSF L:M:`.E-STORAGE -353/ 4-1V 0/ CN. :.50• 0.54 OF LIVE!.DAD A-LCCA710N�S) SPEC:F:ED HY :BC''-0:-. 9'- -:64/ :97V 0/ off 1-- 0.-5 OF ( 625: THE BOT"CM CHORD DEAD:AAD IS A M:NIK.M OF 10 PSF. 1:'- 7.1 -=6/ 36V 0/ OH 1.50" 0.06 OND. =: Desi n ked fo_e-(-5 l— at 24 VFR7:CA:--F:.—ON--MITE: :.L=L/-4^„ T:.=L/190 MAX L:.DEFL=-0.000^@ -7.0^ Al:owed 0. 59^ MA%TL CREEPA1_owed 0..79^ MAX TC PANEL I,L OF FL 0.102^@ 3'- 4.9^ A1'--owed MAX TC PANEL rL UF,FL -0.099^@ 2'-1:.9" AII—- 0.790^ A:{-OR:E. -I DEFL —01D'a - 6 12 Des iqn c inIfdd--cesissiny syscem anOmpunenmsland cladding c 12 00 ricer,a. TCD—.',4.',BCCL=6. ASCE]- e_9t._s;, a ciOn.a_ =..e, End V—La:(s) a e.ose pa c ,.Ina. r�eadea�gned f ewlnd loaas ���.he plane of the tress only. o o M-3x4 ED PROF�rs. 0-07 6-00 5-07-02 ROVIDE FU L:.BEAR ING;J—2,6,3 4 5 782PE JOB NAME: 17995 SAGE BUILT 3980 - J10 Sca.e:0.29]0 .�....,., OREGON Truss: J10 a.�.maa.�.'w�•n ro �m.ro�mM 2 z.�w �.ra+n A,...m v.aca .y.,m «m •ro(Tn.w> i� DATE: 11/23/2015e.irpu�r.ry atl.ewvparp,r y„p�yy'pa y,y p,o,q,.y„..4 y,..r.,,,.. PA •-` SEQ.: K1552198 i. - � TRANS ID: LINKaa d.we.em.m .0 s v .mW.ae.ra�... .nA�,.��.....a..r....,....'.dR.�@» 6..�.r..�4..I,,.a�„a.m.4 EXPIRES'12/31/2076 .m.arw.v,...a.wR+mv..rro.raaw n November 24,2015 Mi.k u6A.IrcFo—T—SaM.n 161(1 Uf • M � This111,gI prepared frog.1-p.1- i,,p,l 'oy Paci,ic Lumber and Tru ss-BC L.UNiBER SPECIFICATIONS 711 SPAY 6'- 0.0• IBC 2012 MAX-HER FORCES 4WR/GDF/Cq-1- T : 1.00TC: 2.4 DF t16BTR :.DAD OU RA"ICN INCREASE- .in i-2- 0I 41 BC: 2x4 OF e16BTR SPACED 24.5.O.C. 2-3=(-1]41 146 TC LATERAL SUPPORT<= 12^0C. UON. LOADING BC LATERAL SUPPORT<- 12.00. UON. LL(25.0)-DL( 7.0) ON TOP CHORD' 31.0 PSF' BEARING MAX VERT MA%HORZ BRG REQUIRED BRG AAEA ON BO-,.GM CHORD 10.: PSE LCCA-,IS REACTION'S REAL":CNS SIZE SQ.- ISPEC:ES; OVERHANGS: 7.0• 0.0^ TOTAL LOAD 42.-, PSF 0.0• -33/ 3421 -90/ '1O1 5.50^ 0.55 DE ( 625) 0/ 0/ OH 0._1 DF ( 625) LL=25 PSF Graund Snow (Pq) 5'-11.0^ -142/ 104, 0/ OP 1.50" 0.29 DF ( 62S) BOTTOM CHORD-HFCKED FOR A 20 PSF DIM:TED STI)RAGE :D LIVE LOAD AT CATION(S� SPECIFIED BT IBC`12. THE BOTTOPI CHORD DEAD(DAD IS A MI NIMLM OE 10 PSF. OND. _: Desi n checked for net(-5 sf) u lift at 24 ^ spacing. VERTICAL DEFLECTION L:M1TS: LL:L/24-"'A :./240, TL L/190 MAX 1.L DEFL= -O.pOG•@ ^ Al:oved= 0.058• 5-11 MAX TL CREEP DEF:.- -0.000.2 --7.0" Alloyed= 0.0]8• MAX TO PANEL LL DEFL- 0.222"@ 3'- 6.9• Allowed 0.519^ FWX TC PANEL TL DEE =-0.177•P 3'- 4.5" Allowed= 0.778" MAX R.R:Z. LL DEF! _- @ 5'-'2.3" MA%HOR:Z. TL DEFL -J.M- 12 Design conforms t ind fo rce-res1-11 12.00 sys,em antl componenms•and c:addi cq c.i.e rca. Wind: 140 mph, h-23.6ft, TCDL=4.2,1�DL-6.0, ASCE 1-10, (All Heights), Enclosed, Cat.2, Exp.;, -I'(Dir), oad du racior.factor=1.6, End v (s7 a exPosed c.. ind. Trussede signed for wind loatls ,n the plane of rhe truss only. o J� M-3x4 0-07 6-00 p PROf�r PROVIDE EULL BEARING,J-2,4,3 782PEE r JOB NAME: 17995 SAGE BUILT 3980 - J11 , .YI1111ML OOOLLNOI•{. roua Truss: Jll vv,.y e.a.m.,,,m,,,� w�»�aro�s+4r �w.•:.�.�,e`Aro. z b.e.,ie,.oa..e e,e,e s..raww.nw.,. m,� �.w romwnam.e..*a a•.v+, .� '�Y 1� J,�!. 3 Mfpr bno4nry tr.t.9 eea@4 d,nnp exYedon �9� a.tp ee0mmmcnw>b�uYM.IPtrstl• �L• •r..pesbMY Ntlo o.mrlbeeool p.m,00ni ervgo 1 3�.io,o c�..{ou,Ny INwpiaolnor 4ngn el DATE: 11/23/2015 wwa e..Fw.ae.m .M u,u.irre�.a,�.d : SEQ.: K1552199 31npc4�o4oYo.nY.ap Y"X'o°'tlubpcf.n.aY eroewn.r.4nwnyrr(i.gowmanu.o-.(ryBf:) p/.'e7 u� R` TRANS ID: LINKe.o�aar e.m.ee.n.�.m.n< n .u"+ero.e....w+1+mru.nan snene,n.ae.e . ,.- .. EXPIRES.12/37/ 16 ' November 24,2015 .ae'urow sarw.rn.nw a Pw.emie.„oe,aa„mnad.aw...,a or�a.ec..wee. m'rcw.,xs.w.ex.ea.e anen.raeoe,�ea+ee +.e.ieevemr ce. W" ft ft CaopuTh So ,18.1(1 LTE i0 "tlw�n m�t.r•4�,T•µ•.w csA.1311.[Sfl.,.ee Wffw � a► i `his design prapa-ed from computer input by Pacif_c Lumbe[and "russ-Bc :,LTIBERSPECIF:CATIONS TRUSS SPAN - 0.3^ OND. 2: ­q,c ec l:ed for net(-5 psf: uplift a 24 • spacing. TC: =x4 DF t:6BTR LOAD DURATION_NCREASE_I— Bc: 2.4 OF N16BTR SPACED 24.0^O.C. xsign tin EO:ms t�m r ;naforre-res_r inq system and components and cladding TC LATERAL SUPPORT<=12•0C. 'JON. LOADING BC LATERAL SUPPORT<_"'OC. JON. LL( 25.0).DL( 7.07 ON TOP CHORD 32.0 FSE ,+'=ctl: :40 mph, —Ift, TCDD 4._,BCDL=6.0, ASCE 7-I0, DL q4 BOTTOM CHORD= :0.0 PSE (A.'.:ie igh-s), Enc.cse d, Cat.-, Exp.B, odd ^b!F-RS IDi r), TOTAL LOAD 42.0 PSE duration far=1.6, End vertical(s7 s exposed to wind, LL=25 PSI Ground Snow (Pq) T-ass de signed fore wind loads .r.the pane o. the "ass only. LIMITED STORAGE DOES NOT APPLY DUE TO THE SPAT:A:. REQ__NTS OF IBC 2—AND IRC—12 NOT BEING MET. able d russ on confi us bearing wall UON. NO TCM CHORD CHECKED FOR IOPSF LIVE LOAD. TOP -1x2 o qua: atypical AND BOT7OM CHORD:.:VE..CADS ACT NON-CONLVRREN-'Y. b:e entl detar[lEor co omp�T__acgons_ 3-06-02 3-06-03 IIM-4x4 1:.00 1_.00 3 M-3x4 M-3x4 0 0-07 7-00-05 0-07 PRO/��Ss�O 782PE JOB NAME: 17995 SAGE BUILT 3980 - K1 S-- YMIIIMOt� OE<aMLMOII.. unls otl�'w roY4 Truss: Kl 0REGON ..e rrmae.a.mrwmm� �om.sm.w.ar•e.a 4�wm.,...m ow. mft.-- DATE: mmomnm.e.nDATE: 11/23/2015 p �nmrmuonx mm.w,ercnCa 3mm- .iwxp wcn pywoe.n�nny(rtry.wa ePAUL SEQ.: K1552200 " "m"° a ""'r° a,°".•"'"�."°'dn'°"�c.m.`m.'°':'°'. s. TRANS ID: LINK 4w�w.a.e.m.em.m rmnwn.. ..avr.amram s rnan,Tn.ti mmno-a..«w�.�..m�.cm.ni.rrmn. e.o.y...a�m.e.w.a r.,m,wm.m:m.m.n m..e4.a EXPIRES.12/31J2016 e,w.e.�.n.nwe wnmu.hr.a...em�a e.r.iw.�r e.mri0�`em aw'....4Rwamn�.d.. November 24,2015 MR.k U84nlr,c..ConquTns SMMMIl.)(1U-E�� ,a.�erc �arm W..�E9i-,),t.EBR-,cee P,rt.4 This design,prepared f-om computer :npu' by Pacitic L1111 and Tru3.4-BC LJMBER SPECIFICATIONS T-S SPAN ]'- 0.3" IBC 201.'. MAX MEMBER FORCES 4W/GDF/rq-1.0.D TC: 214 DE 416BTR LOAD TURA- INCREASE=1.15 2_ _( 0) 47 2-6-(-51 1^_9 6-3-(0) 'd9 BC: .x4 DE 416BTR SPACE) .4.C^0.c. 2-3-(-248) 6' 6-4=(-SI 8 WEBS: Cn4 DF STAND 3-4=(-2<B; 62 TC LATERAL SUPPORT<=12^OC. UOS. LL(25..).Pi„ 1.01 ON TOP CHORD 32.0 PSF BC LATERAL SUPPORT<_:2^OC.- DL ON BOTTOM CHORD 10.0 PSF TOTAL LOAD- 42.0 PSF BEARING MA%VFRT MAX HORZ PRG REQU:RED BRG AREA OVERHANGS: ].0" 1.0^ LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPEC:FCI _c PSF ;r-d Snov (Pq) 9'- 0.0^ -y 4/ 36221 -88/ SBH 5.50" C.58 DF fi25 - 0.3^ -5d/ a62V Oti �.SO" C.58 J. LIMITED STORAGE DOESNCT APP:.'!D:F TO T:HE SPA-- REQUIRFMEN?'S OF:BC-0:2 AND IRC 20:2 NOT BEING MET. BOTTOM CHORD CHFCEED FOR IOPSF LIVE LOAD. TOP OND. 2: Design checked for net(-S psf) uplift at 24 ^ spat in AND BOTTOM CHORD Ll1 LOADS ACT NON-CONCURRENT- g VERTICAL DEFLECTION:.IM.ITS: LL-L/740, TL-L/190 MA% L:.DE FI=-C.0- @ -1.,^,^ Al_owetl- - AX T:CREEP DEE:._-O.000^ @ -).0^ Al _B - D]S" MAX:.L DEF:._-0.^,00^@ %.3" A::owed '.0 LL 3-06-02 3-06-03 MAX TL CREFP DFFL=-0.000" @ ]'- 1.3^ Allowed= 0.0]8" MAX TC PANEL LL DEF:.= 0.036"@ 5'- 0.5" Aliovetl 0.:90" 12 12 MAX TO PANEL T1.DEFL 0.034"@ 5'- 0.5" A1:owed 0.435^ M-4x6 12.00 12.00 MAX HOR:Z. '-L DFFL D^,:"@ 6'- 6.5" 3 4.0^ MAX HOR:Z. :'L OEe':._ 3.DO:-P Ces ign conforms t indforce-resist inq sys�em and components abd cladding c.tfe r[a. Wand: 140mph, F.:5f'., TCDL=4.'_,BOOL=6.�, ASCE; (Ali Heights), Enc:osed, Cat.2, lvp.B, MWFRSM-„ odd duration Eec[or=1.6, End v e a:(s) s posed vied, Tnssdesigned for exwintl loads [n the plane of[he truss Only. M-3x4 M-165x3 M-3x4 Y 3-06-02 3-06-03 0-07 7-00-05 0-07 tGn`fP-iD PRO�L�n I cS'� 89782PE JOB NAME: 17995 SAGE BUILT 3980 - K2 --b: D.4943 Truss: K2 OREGON w xr:'we..:.m.m.m.m....r.. w^o..^t AcpmMraaw':..^.:."•m w.w WIRY jb�L ` J M!@.91t�pon�b�n4O MIw 4bly du:r:OmMutOon 1�9'b�un•MEVN bbmcliorbi bl�M'bc.0• DATE: 11/23/2015 u.aa �»spmrrrry dual u. tetl mroma..rnro vnn pr.°°u~� �n°°`° ) PA L SEQ.: K1552201 TRANS ID: LINK EXPIRES.1213112016 >"•..o�•n.^.n.a.wa mv....m.rt.na 'r.�i..ue.mre.. ae' ..m,.�4n.,.�.. November 24,2015 rrr.k�.IR4/co:t:wr:t.sab.�r.e.rnl>•E [o F°.°'�a°pY•�•Kn.. pW aAP Nluw r 891-t][t,891-tba Mrt.q 4,Nn orepa_ed tt,-.�omp�r..et icpuc oy __� and Tess-BC LUMBER SPECIFICATIONS TRUSS SPAN 61- 6.8^ -RC'_Ol' ^V,X MEMBER FORCES 4WR/GDF'/Cq-1.00 TC: 2x4 DF#ISBTR LOAD 111-TICIJ INCREAS£ i.1S -'- 59 1-5-(-6) 108 5-_2=( 01 134 BC: _x4 DF#IIBTR SPACEC .9.0^O.C. 3=-:87) 76 5-4=(-6) 108 3-4=(-^5_; 4n WEBS: 2.4 DF STAND; LOADING L:.(2—)—( —)—( ],0) ON TOP CHORD- 2.0 PSE TO LATERAL SUPPORT<_ .^.•CC. UIX:. DL ON BOTTOM CHORD 1:.0 PSFBEARING MA)(VER' MAX HOR2 RIG REQUIRED 3RG AREA BC LATERAL SUPPORT<=I-OC. LON. TOTAL LOAD= 4.^..0 ISE LOCA-IONS RFACIONS REACTIONS S-ZE SQ.LN. (SPECIES) 0'- 0.0" -41/ 2151 -80/ 191 .5.50^ 0.44 DF ( 625) LET-NS: 0-90-00 2-00-00 LL='_5 PSF Ground Snow (PN) 6'- 6.0^ -34/ _77V 0/ OH 5.50^ O.d4 DF ( 625) L:M!-ED STORAGE DOES NOT APPLY A'E TO THE SPATIAL REQU:REM£N'S OF IBC'_0:'AND IRC.'.U,.'NOT BEING M.I. OND. DesI,checked for net(-5 p,f) upli`.t a :.4 ^ spaclrq. BOTTOM CHORD CFLCKED FOR 10PSE LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENT:.Y. VERTICAL DEFLECTION LIMITS: LL L/'40' TL-L/180 MAX:.L DEFL- 0.01 "@ 5'- 4.�^ Allowed= 0.'83" MAX T�CRFF2 DEF:. 0.014^@ 5- 9.2^ Allayed 0.37]" MA%.1 H-1. LL JEW` - ";'0^2 6'- :.3• 3-06-02 3-00-11 MAX HCR_z. T(.JEF:.- �.oJ:•@ 6'- ..3 3-06-02 1-06-14 1-05-13 (neiNn conforms c r:dfo rre-res Calm, system and componenms•and c:ad—,,cri.e r.a. mp`, ASCE 1-:0, M-4x6 ^. ;A-: ie:9hts1, W. _osed. d duration ` =:.6, 4.0" End v a:(a; exposed c wind, s d-11—d Fo rewind Load- .n the plane of the truss only. M-3x4 o J� Z A -Yo M-3x4 M-1.5x3 M-3x10 Y— 6 3-06-02 3-00-11 L 6-06-13 L tt_�ED PROFtCS \4 GIN V�?+ 782PE r JOB NAME: 17995 SAGE BUILT 3980 - K3 Sca_e: :.44- (�^u «vmn a.nry Es tlrtlaW arwN WIIW I TnMpn aertl dJy nnlm Ywn.Mnbnnixdltl Truss: K3 a. m.�.onau..wa.mm�r,. l.,�a ' W.w9 W.Wi.q(rq.�ea nr"+weq DATE: 11/23/2015 enrrpenNM.au.mwgaWpx a.3lrrynertlprpaw tlrwp nynd Wyntlaa".. PAUL SEQ.: K1552202 TRANS ID: LINK �e••m.em Wr=nllwn.a. sn��mi e.W�n EXPIRES.^12/31/2016 n...aw..ba.We..n�..a. November 24,2015 MRN USA,IrclConquT,w SOR..n 7&?(ILK uw�0ec^Ww�nM�itr pr.�a�T�vYw.M E91-I ll,E9i-,BA! w,.n + .•r r s design prepared f ompufer Input by Paci.":c Lunber-d Tr-o?BC LUMBER SPECIFICATIONS TRUSS SPAN 3'- 9.9' :BC'012 MAX MJ�ER L FORCESSl :-4dNR/GDF/Cq='.CD TO: -',I DI a11BTR _.,A.DURATION INCREASE 1 �- ._5 -- 0) _ 2. BC: .'.x9 DF i16 BTR SPACED TC LATERAL SUPPORT<=12'OC. UON. LOADING BC LATERAL SUPPORT<=12-OC. UCN. LL(25.0)•DL( ).0) ON TOP CHORD= 2.0 PSE BEARING MA%VSAT MAX HORZ BRG REQUIRED BR,AREA D:. ON B "CHORD- ?Sf .DO TONS REACT'ONS REAL'.:- S:ZE SO.:N. ;SPECIES) OVERHANGS: 12.0' 0.0' 'COAL LOAD- 4-3 PSF 0'- 0.0^ -69/ 313V -29/ eJH .SO' 5.51 DF ( 6:5) ON 5.50• D.0) DE ( 6I5) LL-25 PSI Ground Snow (PI) 3'- 4.9^ -1 80V 0/ OH 1.50• 6.13 DF ( 625) 12. LIMITED S'PAGE DOES NO'APPLY.^.[;E TO THE SPAT:A1. 1.00 RElU:REMENTS OF:BC 201_AND iRC 201'_NOT BEING MET. ONO. Desi n checketl for n sf) uplift-t 24 ing. BOTTOM CHORD CH1, FOR DS All LIVE LOAD. TOP AND BOTTOM rH0µ1:LIVE LOADS ACT NON-CONn/µREN':LY, VERTICAL DE E'LECTTON:.:M:TS: :.L=L/2 d0, TL•L/180 :AX L:.DEF:,- -0.002'2 - �.0' Allowed 0.100" MAX"_CREE?DEF:. -0.003'a - - C,D• Allowed 0.133• MAX HC PANEL LL DE EL= D.0U1"p 1'- 0.1' Allowed= 0.059' MAX BC PANEL TL DEFL- -O.OD1'@ 1'- 0.7" Allowed= 0.072' . ..HOR:Z. LL DP--_-0..DO' d.'_' MAX HORIZ. T.,.^.EFL -^,.00D'P 3'- 9." -1-cc nforms :�dfo rce-res:s:irg sys_ert.and compone r.Ts ar.d ciaad:n9 cr._erra. _G: 190 mph, h=21.6ff, TCCL=9.::,BCDL=6.0, ASCE (A11 He ighfs), Enclosed, C-2, Exp.B, MJFRSlDi r), load dur--factor-1.6, Ena v ;s) a exposed c wied, Truss Cesigned forewina bade <he plane of<he crus.,only, M-3X4 y y y 1 1-00 2-00 1-04-15 Er�Rn ROVIDE FULL BEARING; D " ••v��'. 7 JOB NAME: 17995 SAGE BUILT 3980 - SJ1 , Scare: 0.9d'0 11YIIIIIIIet: 0lIGMLlgle��unM annxr nor aMn.n.naa..n.v.wne..°rea.na..bwr oNw.m.w....n .mn..a ems. �OREGON Truss: SJl .nvrrae.e..mem.rar,,,.,,sn awn.Acosmba°..,�cn...w.w,Ac.� ,2. 9�.�.p.� 1 MIIbbIfIlpPMy bbagb gene lrbpmpWnr 2 eb be bnE�navbb blrneytro°n �OnndXYar.m.Mibnlpmrnntbvga 10�� iVo.c.rc.a..M1'ui.�beae.vyn°tlrr rOaW y DATE: 11/23/2015 b.a..sb�mnnr�.m�nnbrarwwne.n•.,. ama.ab4rw>�..� roer"�R~."°,M:`. • PA L�\ SE K1552203 Q" TRANS ID: LINK u.P ree..wr.°b nn m'w""` a o.o,b�n.i au• EXPIRES:1=112016 7 November 24,2015 w e abr vrie.avrca mb b...amr,.m Pnva.ewe wnr iR,WrG.era.apsannrA re.e.wna.°..na�r .mM nr+.w.. sera use.mo)c. To sae.. l.&T(ILK uw�°'e.• am'ob•"�•�• elr�P.Vwa M E9e-tai�.Es..tem Mrta4 � r• r s des:I 'd`, ompute: i _ 'oy .ac:.ic Lumber and Tr�ssmBC L;?. -R SPEC.F_CA-IONS TRUSS SPAN 6'-:0.1• 1-20:2 MAX MEMBER FORCES 4W2/GDF/Cq-1.GD TC: '_x4 CE It ISBTR LOAD CII RATION INCREASE .__ - 0) 5] =-4=(D) BC: 2x4 OF M15B7R SPACED 24.0^O.C. --3=(-1331 "IB TC LA-ENAL SUPPORT<=12"OC. Uqv'. LOADING Br LAT-RAL S.,PPOR:<_ _2•CC. j- ;,L(2_.v) D1.( ].0) ON TOP CH- 3 PSF BEAR:NG ."AX VERT MAX HORZ BRG REQUIRED B AREA DI. ON BOTTOM CHORD= D.0 2SE LOCATIONS REAC"IONS REACT_CNS SIZE SQ.IN. (SPEC:E57 OVEQFANGS: :_., O.0^ TOTAL LOAD= 9^_.0 PSF 0'- 0..^ -l6/ 2911 -41/ 146H 5.50^ 0.47 DF ( 62.5) 1'- 9,.'^ -7:/ 2081 D/ OH 5.50^ 0.33 OF ( 6251 LL-25 PSF Ground Snow (Pq) 6'- 10.:" -90/ 1651 0/ OH 1.50^ D.26 OF ( 625) STORAGE DOES NOT APP-Y TUE'0 NH,SPA- REQUIREMENTS OF LBC 211.'.AND IRC_012 NOT BEING MFT. BOT':'OM CHORD CHECKED FOR IOPSF LIVE LOAD. TDP OND. 2: L-,checked foc-(-5 paf) a lift a .24 ".1-1p-ing. AND BOTTOM-FORT :VE :.CAi,S AIC NON-CONCI;RRENT_Y. VER'.`CAL DEFLECTION Ll-N: = ' L/c , TL=L/:BC MAX L:.DE-:,_-0.:02^@ - Y 90 0.0^ Allcwed 0.:00• MAX'.L CRi.EP DEF ,^„0^ Allcwed 0.133^ MAX BC PANE:.L:.DE F1. O.COS^@ 1'- 0.1^ Allowed= 0.059^ Mfl%BC PAN F'.l.'i:.DE t'1._-D.006^@ - 0.:^ Allowed- 0.0/2" LL 6'- 9.3^ MA%HOR:Z. TL DEF'L=-0.001^@ 6'- 9.3^ s:T-cocf or-cs r :nd`o rce-resist.'g sys_em and componev�s end cladd inq____e_ia. Wind: 140 mph, h-22.6ft, TCDL-4._,BCDL-6.0, ASCF I-10, ;Al.I-ht ), F.ccrose d, Cat._, rr:xp.B, MWF'RS(Di r�, odd du rat:or. _0_=1.6, -rd ve rrs sae��gned r enacloaas m U.e plane Of�heWt u.,.,only. YYh-- M-3x4 1-00 2-00 4-10-01 PROVIDE FJ:.L BEARING;.Its:.,9,3 •n PRO RO 782PE JOB NAME: 17995 SAGE BUILT 3980 - SJ2 WYNMif� OOIOIK XOR\ riww msa Truss: SJ2 '"c••^ 6mme me.w.wM.re m�m OREGON Y j .�.., enmemmawam«rwyn 6r 'CRY�5 J DATE: 11/23/2015 eeem uwnn•m�.mn we.m�n4a m.. rrun4 me oN�.4 r.M'oaRclmaw avai(ecl. ��{{ A�.. •ti'4Ya N.Wikirq 4npw 3.h.e.ldWmwlrwtl brbq em..4 Men Yex.•• �PAILIL SEQ.: K1552209 .wk.eaema k.ra+ee wn m.em..mn.irr w.y re rw..w emweidw au.�w.�».�k.rw TRANS ID: LINK e.iP k.a e..mkre wn mmoweM a:mawm-xm. s cmwT..n.�e m�moi w..r.m�...m�.m.mrrmrm. °°im m.wy r•ImmwureM�.ae,.r..yl.a ie,dk„riw.w.m,...lrm.fm„ew.,. ^'mr"Y EXPfRES:12f31/2018 November 24,2015 W,kUSAn1n CompllTnn Srhnn 76,7(1L)-E�� to Fater e.ue• mei ..muw...csB-t3(I,[9n-rsee M�T.q Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION 3/4 Center plate on joint unless x,y 6-4-8 1 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property offsets are indicated. (Drawings not to scale) Damage or Personal Injury Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. TOP CHORDS diagonal or X-bracing,is always required. See BCSI. rr c1-2 c2-3 2. Truss bracing must be designed by an engineer.For 0-1/16" 4 wide truss spacing,individual lateral braces themselves o WEBS cz4 may require bracing,or alternative Tor I p p bracing should be considered. Ooc 1 3 O 3. Never exceed the design loading shown and never U u U stack materials on inadequately braced trusses. 0 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate 7$ C6 2 designer,erection supervisor,property owner and plates 0-la' 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 1. 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 1. `Plate location details available in MITek 20/20 NUMBERS/LETTERS. software of Upon request. 8. Unless otherwise noted,moisture content lumber shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for ICC-ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.Camber is a non-structural consideration and is the width measured perpendicular ESR-131 1,ESR-1352,ESR1988 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,orientation 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 as published specified. by AWC in the 2005/2012 NDS by text in the bracing section of the 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 MTek®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. 'p 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with Industry Standards: project engineer before use. ANSI/TPI1: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. is not sufficient. BCSI: BuildingComponent Safe Information, 20.Design assumes manufacture in accordance with Guide to Good Practice for I/ r Handling, MiTek® ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:Mll-7473 rev.01/29/2013