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Plans (5) /14, STAo<S--- 00 /711 6,--7F3 5.4t2 L--e s t 40471 REP INfED iCT26 2015 I. _ l I I . WARD =U LD NG CMS ON \ : 6:12 N r...._k / s✓ o // . 62 4 A�4 p- li I , _ lumium 6:12 6:12 - I HU=I F3 (n B't a:12 CNi ;:i2 Arlik I.W% r 1111 V �, 1 G Irk 1 6:12 D1 I 13' � 10'-' 111 19"-0' 20'-0' \\:\\'' OARAOE LEFT ALL WOES W8x4 UM. 0 Copyright CompuTrus Inc.2006 BUILDER: ISSUE DATE: ABOVE PLAN PROVIDED FOR TRUSS PLACEMENT ONLY.REFER TO LENNAR 10/07/15 TRUSS CALCULATIONS AND ENGINEERED STRUCTURAL PRO L ECTTITLE: REVISION-1: D INFORM FOR BUILDING DESIGNER/ENGINEER pacifi• umber INFORMATION.BUILDING LENNAR 2664-A3C BURLINGTON AMERICAN DESIGNER/ENGINEER OF RECORD PLAN: DRAWN BY: LARRY M REVISION-2: RESPONSIBLE FOR ALL NON-TRUSS ��{{pp�7 ��� TO TRUSS CONNECTIONS.BUILDING 2664-A BURLINGTCFEF If6LlYM: DESIGNER/ENGINEER OF RECORD TO REVIEW AND APPROVE OF ALL COMPANY DELR'ERY LOCATION: SCALE: REVISION-3: DESIGNS PRIOR TO CONSTRUCTION. 1/8"= 1' All designs are property of-Pacific Lumber and Truss. All designs are null and void if not fabricated by-Pacific Lumber and Truss. ;, 40'-0' r 1 H - 001*T . -I- 6:12 o N v 3 , - a i s' ti / il A k 1 8;12 rif NAN . BiIMI r ■ 8:12 - IPAUSZ5 6:72 6:12 Er (g) MM T L Nk 4:72 - i N :12 I r ■ CD 1 1 ill Imp . N^. coma . . 1 47- • D18:12 <1, �, 1 10'3' 90'- -I ALL H ANGERS MX MO. GARAGE LEFr ()Copyright CompuTrus Inc.2006 BUILDER: ISSUE DATE: ABOVE PLAN PROVIDED FOR TRUSS LENNAR 10/07/15 TRUSS CALCOULATIONS ND ENGINEERED STRUCTURAL PROJECT TITLE: REVISION-1: DRAWINGS FOR ALL FURTHER . INFORMATION.BUILDING LENNAR 2664-A3C BURLINGTON AMERICAN DESIGNER/ENGORALL F RECORD Paeifló&Lurnhe PLAN: DRAWN BY: LARRY M REVISION-2: RESPONSIBLE FOR ALL NON-TRUSS �rj � �' TO TRUSS CONNECTIONS.BUILDING 2664-A BU RLINGTO[%`/t1Ci(�L�0/: DESIGNER/ENGINEER EVIEW AND APPROVE ROF ARD TO R p c C O.M PAN_ Y DELIVERY LOCATION: SCALE: REVISION-3: DESIGNS PRIOR TO CONSTRUCTION. �Q[ , '� 1/8"= 1' All designs are property of-Pacific Lumber and Truss. All designs are null and void if not fabricated by-Pacific Lumber and Truss. i1 J I Re: LENNAR 2664-A3C BURLINGTON AMERICAN i 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: K1444670 thru K1444686 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. ��E4 P R OD.0: " 4GIN 8 F /0R 0-9 " ` 89782PE r `�-Y' O.REGON 46 _ I dam 2/31/2016 — - October 7,2015 • 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. • 1I Re: LENNAR 2664-A3C BURLINGTON AMERICAN 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: K1444670 thru K1444686 My license renewal date for the state of Washington is December 20,2015. Lumber design values are in accordance with ANSI/TPI I section 63 These truss designs rely on lumber values established by others. • PAUL 4, 51976 'e• • . • October 7,2015 .Rivera,Maik 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. — —- L 1. l This design prepared from computer input by PACIFIC LUMBER: Larry M LUMBER%. SPECIFICATIONS TRUSS SPAN 13'- 0.0" ICOND. 2: Design checked for net(-5 psf) uplift at 24 "oc spacing. TC: 2x4 DE#16BTR LOAD DURATION INCREASE. 1.15 BC:. 2x4 OF 616855 SPACED 24.0" O.C. Design conforms to main windforce-resisting system andtcomponents and cladding criteria. TC LATERAL SUPPORT C. 12"CC. UON. LOADING BC LATERAL SUPPORT<- 12"0C. DON. LL( 25.0)+DL( 7.0) ON TOP CHORD- 32.0 PSF Wind: 140 mph, h-20.Bft, TCDL-4.2-,BCDL-6.0, ASCE 7-10, DL ON BOTTOM CHORD- 10.0 PSF (All Heights), Enclosed, Cat.2, Exp.B, MWFRS(DLr), TOTAL LOAD■ 42.0 PSF load duration factor-1.6; End vertical(s) are exposed to wind, ;LL- 25 PSF Ground Snow (Pg) Truss designed for wind loads in the plane of the truss only. LIMITED STORAGE"DOES NOT APPLY DUE TO THE SPATIAL REQUIREMENTS OF IBC 2012AND IRC 2012 NOT BEING MET. (Gable end truss on continuous bearing wall UON. BOTTOM CHORD CHECKED FOR.LOPSF LIVE LOAD. TOP L24--1x2 or equal typical at stud verticals: AND BOTTOM CHORD.LIVE LOADS ACT NON-CONCURRENTLY. efer to CompuTrus-gable erid detail for omplete specifications. 6-06 ,6-06 i 1 i 12 12 6.00 c I IM-4x.4 ' 6.00 7 ill • • 2 + rn pAUL. y o t ®w� .•PAS � o I 1 • M-3x4 M-3x 1 '16,„ 51.976 y 1 - ..FGFSTER . . :. 1-06' •13-00 `g .,,�:•. ,� s • -tSs "'- . << _ - .,..89:782PE .. .9r''' JOB NAME': LENNAR :2664—A BURLIN.GT.ON '— Al • -'`/ ��J+ Scale: 0.5241 ,• ./] re. f WAIN IGS: GENERAL NOTES, ann.Whom.noted 1.Bidder=Iereclon contractor dwell be aewced of as General lbw. 1.1Ms des b boredady upon n,.pnnrre,sd,e5n eyed»run ledbbpt .� . Truss: Al and Wamb5sbdereco"0TClbnwmrpnces. baddbpcmprontAppecabmye:ds 9 .QREGON 2'1Ya brarpretbn el tarrpenw lathe en dement= papr mmcrawen web lanam mst be babme where slmw.. reaprcHSy of the magna dea47nsr. "� /.t ` r/O A� S.AMdbnal temporary Onabip to hem.m 2 Down mimes the by end eettem Muds to lea Wendy braced al .1..V ..• q 5- �C- kNereapmNbatyelrheremr.Additional permanent matlnpar Tex:end dlG es.ieapecnaety unless!laded trotipeultleV hrypbby DATE: 10/7/2015 rh.a.M sbudm.Is meresperamay of Ow INdeIngdemPrcr• marmot; edot brecked mmaandbr d _ 'SE K-444670 4.a otao tm!carte.ra mimed/Sty naao-ed.nammewe. � PAUL ` 7 4.No 4.IBecomecomrade.bm°rsepon.bBry.ru,erew:Meeaara.ax. 4 - Legume"en complete end el roe Drs should anj!Duda gaoler than I Wotan manes Mans are b be used In.noncomene enreonment, and are ter mnmtbrr of ma. TRANS ID:' LINK d°dp^ 'b°° eny &Dedon.dameewwampm.ldemonadl..n.Shim orwedgn EXPIRES: 12131/2Qifi 5.ComMinue hue no ewwM war end cosmos no romapndeCCy terse fabrkallon,handlrg.depnenl era Inaosotlon olmmpnrns. metpn us G Thle de 6 widened to to bNtetom 1st farm 7.Pate.shad be badadonothhepbNuma. •4m Jed by 4 boos tncie.bmNM meembcesallrues.sMpleadmtletrced.r October 7,2015 rnewru h SCSI,cooked of ankh res a nxNCn.a upon re4peL bed eandde well/NM canter Ines. 6.mplte ballots eke ofpbele N Mahan 'MITek USA,IneJCompuTrus Software 7.13.7(11)-E 10.For bask=nectar plate design videos sun 5524311.ES12•1086(ulyt) This design'prepared from computer input-by PACIFIC LUMBER: Larry H LUMBER SPECIFICATIONS TRUSS SPAN 13'- 0.0" IBC 2012 MAX'MESBER FORCES 4WR/GDF/Cq-1.00 IC:. 2x4'DF 9148TR LOAD DURATION INCREASE- 1.15 2 ( 0) 76 •2-6-(-26) 487 6-3=10) 299 BC: 204 DF 815816 SPACED 24.0" O.C. 2-3-(-648) 117 6-4-(-26) 487 WEBS: 2x4,DF STAND 3-44(-648) 117 LOADING 4-5-1 0) 76 TC'LATERAL SUPPORT <w 12"OC. UON. LL( 25.0)+D1:( 7.0) ON TOP CHORD- 32.0:PSF • BC IATERAL•SUPPORT'<= 12"OC. UON. DL ON BOTTOM CHORD- 10.0 PSF TOTAL LOAD'- 42.0 PSF BEARING MAX VERT MAX•HORZ BRG REQUIRED•BRG AREA OVERHANGS: 18:0" .18.0" LOCATIONS REACTIONS, REACTIONS SIZE -2Q.I6. (SPECIES) LL- 25 PSF Ground Snow (Pg) 0'- 0.0" -126/ 717V' -70/ 709 5.50" 1.15 DF '( 625) 13'- 0.0" -126/' 717V 0/ OH 5.50" 1.15 DF ( 625). LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL REQUIREMENTS:OF IBC 2012 AND IRC 2012 NOT'SEING MET. BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP L.OND. 2: Design chocked for net -5 AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. �" 9 (- psf) uplift at 2q "tic��spacing, VERTICAL DEFLECTION LIMITS: LL-L/240, --I:-L/180 .MAX LL DEFL - 0.013" 8 -1'- 6.0" A'-lowed - 0.150" ' MAX TL CREEP DEFL- -0.015" 8 =1'- 6.0" Allowed ■ 0.200" MAX LL'DEFL- 0.013" 8 14'- 6.0" Allowed - 0.150" MAX TL CREEP DEFL- -0.015" e' 14'- 6.0" Allowed - 0.200" MAX TC PANEL LL DEFL-•-0.028" a 3'- X5.8" Allowed..' 0.433" MAX TC PANEL TL DEFL - 0.149" 8 3'- 5.7" All owed' 0.649" MAX HORIZ. LL DEFL- 0.004" a 12'- 6.5" MAX HORIZ. TL DEFL- 0.007" P 12'- 6.5" 6-06 6-06 1' 4 T Design conforms to-main windforce-resi-sting 12 12 system and components and cladding,criteria. 16.00 IIM-4x4 Q 6.00 4 Q„ Wind: 1'40'mph, h-20.Bft', TCDL■4.2,BCOL-60, ASCE,/-10, 3 ^,._� (A11 Heights),, Enclosed, Cat.2, Exp.e, MWERS(Dir), load duration factor-1.6, • End:verticalls) are exposed to wind; Truss designed fob wind loads in the plane of the truss only. 1.1 • pAL7L• c �} VTAS 0 M-3 r.4 M-1.5x3 M=3x9 ° ,) l y y di 0 .5 1976Zt:0 • )k. , .. 6=06 6-06 .AS' • ry!� :."..._(5_ • y l Y " ` Is' 1-06 13-00 1-06 .0 . 1 EF'Q s,2 . ..4 ".. . ,,.89.782PE , r: JOB NAME : LENNAR, 2664-A BURLINGTON - A2 Scale: 0.4116 WARNa6GS: GENERAL NOTES, trim owreea poke: n Truss: A2 1.Sutter and erected mN n ceud be advbed of at General Was 1.Thro&me tle Mead only upon the promoters Mown erg le for an bdNdoal • "7' N • and Wandnps before eonesucson commences bidding wepenew.Appltaemy ofeesIgn parameters and proper OREGON Q' 2'20 cony:mien cob bracing mud In Metalled rows Mewl•: Imorpondon of component le Na reepmsbtb of tlr dtOdlq drdpnet. f. �} GG 20 ,!�` ' 3.AdNkrul temporary harpy to Mrs W M coned acron 2 Design events Pro by and bottom chords b e bfera0y band et .C/'l J X , � 9 RYy.. ; . Le the respm¢bmH cite tremor.&Signal p.nsarom 6m Jy of 7.Aend atfde.anapbes pNwoe aterarodangybwleebn4mby mmbpmlradbmmy manila waea bedva(nt Mourn drywdl(SC} �f:'Rlra U.L . .' _andror DATE: 10/7/2015 IeownSabucMSNteneprsnbmyerm.amdnpaMyaw. 3.z.6npaderdsyy„lewd hertyn4wed,atemwwn•• /.1 SEQ.• K1444671 e.No load should be applied any compee m wit agar all Wooing 5M' e.InbSmbn of mat le Ms responsibility of Menapridn contractor. fasteners en complete and et no Urns senh any beds gloater than S.Design mums Inman are to be used In•roecwmaw emnrsmem. .. edpn Nods be applied b any component. end ore br•dry conduwf of use. TRANS AS ID: LINK ;5.Cmnpelntaesnocorvol over amcenMnenespo asb4tybpw A D.ayd.a.am..bae.any..taappod,eaowd seen.wedge If 'EXPIRES: 12/31/2016' bMksSen,ha a m shipment and IneSSlan of compwwm. Design me G TNadeebn le!meshed cabled to to IMbtleneewlent 7.Design Malmo ea.gwNethtas elIsmsa: )ft M a eesne8 d.wt*MOW canter lmrM;aMple�daemvramrf October 7,2015 TPIM1NTCAMBOSI,copes of rAkh tell be Wished upon raged. ,boa cWMds wN,ob4ontar Ines NOTak 1150.`IncJCo uTrus SoMgro 7.6.7(11.)-E 6.oyes Mdwte eee of p t.In Maw n,p 10.For beak connecter plate dea6valtmiaoe ESN-I311,E5R-10135)ISTe6) I. • This design prepared from computer input by PACIFIC LUMBER-BC LUMBER SPECIFICATIONS TRUSS SPAN 20'- 5.5" ISC 2012 MAX MEMBER FORCES 4WR/GCF/Cq-1.13 TC: 204 OF 81LBTR; LOAD DURATION INCREASE - 1.15 1-8-)-374) 46 1-6-(-186) 552 3-6-(0) 274 2x6 OF SS T1 SPACED 24.0. O.C. 1-3-(-695) 241 6-4-(-179) 563 BC: 204 DP IILBTR 2-3-) 0) 0 WEBS: 2x4 DP STAND LOADING 3-4-(-713) 272 LL( 25.0)•0Lf 7.0) ON TOP CHORD■ 32.0 PSP IC LATERAL SUPPORT <- 12.0C. UON. DL ON BOTTOM CHORD- 10.0 PSF BC LATERAL SUPPORT 0. 12.01. 000. TOTAL LOAD■ 42.0 PSF BEARING MAX VIRT MAX NOR2 ERG RZQDIRED SRC AREA LOCATIONS REACTIONS REACTIONS S22E SQ.IN. (SPECIES) LL - 25 P5F Ground Snow (Pg) 0'- 0.0• -45/ 83V -37/ 5IH 95.0C• 0.13 DP ) 6251 7'- 11.0- -392/ 569V 0/ CH 95.00- 0.91 of ) 625) LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL 20'- 5.5- -102/ 545V 0/ ON 5.5C• 0.87 Di ( 625) REQUIREMENTS OF IBC 2012 AND IRC 2012 NO7 BEING HET. BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. 70P AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. OND. 2: Design checked 640 for Intl-5 J ..-I.Sr.4 or _ at non-structural IC -9 psf) uplift at 24 "op spacing. vertical members (con). VERTICAL DEFLECTION LIMITS: LL-L/240, TL-L/180 MAX TL CREIP OEM,- -0.027• a 13'- 11.5. Allowed - 1.806" MAX TC PANEL LL DEFL- -0.016• F 17'- 2.0• Allowed - 0.413" REPER TO COXPU RDS STANDARD MAX HORI2. LL DEFT.- 0.005" 8 20'- 0.0" GABLE END DETAIL FOR DETAILS MAX HORIZ. TL DEFT.■ 0.009" B 20'- C.O. NOT SHOWS. Design conforms a to main windforte-resistir•.g system and components and cladding criteria. Wind: 140 mph, h-21.7ft, TCDL-4.2,BCOL-6.3, ASC£ 7-10, All Heights), Enclosed, Cat.2, Exp.e, HWFRS)Dir), load duration factor-1.6, End vertical(s) are exposed to wind, 20-05-08 1C-02-12 Truss designed for wind loads 1' 1 1' in the plane of the truss only. 11-06-12 3-08-12 6-06 i f 2 4- 1 12 12 6.00 1 " i Q 6.00 M-4X6 4 y JiL RIB • 4 T1 yr��O j •°7• O tr„re,er,i,ri,rr,r,r,,,rr,rrr,r,,,r, © u O ~ I�• • 6 "• o 'f' •0 51976 0 o M-5::6+(S) M_3r4 5 M-1.5X3 M-3x4 0 -' %It,FGISTER� 14-3x4+ ,g d �'- • y 13-11-00 y 6-06 `�� !� E4 -4N. •y 1-06 / 20-05-08 1 -k, v 'T 2 .� 8*782PE 9r JOB NAME : LENNAR 2664-A BURLINGTON - B1 -_ Scale: 0.2384 V5 WARNINGS: OREGON • o.eaAtNNINe. ,au.rr.r.rt _ .?� 9�fi.. ,• 'Cr Truss: BZ 1.elYfecmd s0.dee rsamnsls,tl .roe.deralGarecall,4efr I.7r�IY rsilml Qlefeel�mrimilloRNII►41eOefwr ereclain and Waml ee Went er.6tmdan mnenenaa. nw m..m&AWI+BIFalwp-.11eiNd • -9 A 5 2 `G. 2.2m4 wmpmwrn web bmn4 most be 0*clnd when.shown.. memrmeBleMwNOMMIS ergNSEi►IeNYSIBy6l�Np 9 R t 1 _`� ' 3.Addle..11.mpera7 Peeing is nexe 4.l4ay during con.sonan 2.OamrarleNNMNIB6ew411wYr MYrN4 Yer/r ...AN Is me Mapmn'mml4y of Pe erecter.0008x ml pentane Peeing or 7...arM N If ea s.teaallrk war bard ela.INM1e 8m81arr/rH8' PA U 1... 1 DATE: 1C/7/2015 me creme 4n,4w.5 ha reaparmefuy of the kddrq People:. wnl.�tnpm Mew'°lyl"dNedMid Mown•.""yea► J.In repaid Piddles b, Pr re poneib des see ca corn SEQ.: K1994672 4.N.redsro.no?9epr 544 re nyle.4.lem.,Mar 4.D.I.rmnelet rrsrrd.lobemgaraMm.ao.aA«ream. fasteners complete a..r ro one Ovoid any ken greeter e,.r. s.Dew'srrrs...bad.r r mad r.noniae.aAe«nllen,naN. LWd la aamporeM. aM«e br-d w,mrn-M W. TRANS ID: LINK 4i�bads r' m�aanenwme e.Dm.yea.wwega.unamYUmeomsaem.SNma,wee.PI EXPIRES: 12/31/2016 5.C.. Te.Nsn.wneoloveraNsome.n• ?mummy. October 7,2015 rPwOrI.handare.4+IMwnt one brmll4rn of wmpwwMe, 7.nesto mean.edequr SsMa.Is Poe4e4. G.TAIL desgn a rammed wbJen r the Rnl4riw set rein by n Males Nal r boated on lam rns of num.and TPVNTCA In SCSI.copied el wnkr wd be fumbled open moue4. Ines coincide-Y,pint C.MSd Yes. placed so erY worn 5.MITek USA,IneiCompuTrus Software 7.6.7(10-Z 10.�tem1fa .der Pre m.eel per d.slpn raves ales ESR-f 711,ESR-1 9S8(MTea) This'.,des'gn.prepared from computer input by PACIFIC LUMBER-BC LUMBER :SPECIrICATIoNs ,TRUSS SPAN 20'- '5.5" IBC'2012 MAX MEMBER FORCES 4WR/G3F/Cq-1.07 ' TC:: 2x4'177#168TR LOAD DURATION INCREASE - 1.15 2-1 0) 76 2- Ba(-195)'1158 3-8-(•283) 208 BC: 2x4'DF 516BTR 'SPACED 24.0"O.C. 2-3-(-1385).306 8- 9-( -95) 7,69 B- 4-)-107) 450 WEBS: 2x4 OF STAND 3- 4-1'-1213) 309 9- 6-1-231) 1158 4- 9-1-107) 450 LOADING 4-:5-1-1313),309 9-5-1-293) 208 •TC'LATERAL SUPPORTr-<- 12"00. OON. LL( 25.0)401( 7.0) ON TOP CHORD- 32.0 PSP 5- 6-1-1385) 306 BC LATERAL SUPPORT<- 12"DC. UON: DL ON BOTTOM CHORD- 10.0 PSP 6- 7-) 0) .76 TOTAL LOAD- 42.0 PSF 'OVERHAW:5: 10.0" 18.0" - LL-25 PSF Ground Snow (Pg) BEARING MAX.VERT MAX.HORZ BRG REQUIRED BIG AREA LOCATIONS REACTIONS: REACTIONS SIZE "SQ.IN. (SPECIES) LIMITED STORAGE DOES.NOT APPLY DUE TO THE SPATIAL 0'- 0.0" -167/ 1030V -105/ 1058 5.50" 1.65 DF ( 625) 'REQOIRL4ENTS OF IBC 2012 AND IRC 2012-NOT BEING HET. 20'- 5.5" -167/' 1030V 0/ OH, 5.50" 1.65 DF ( 625)• BOTTOM CHORD CHECKED FOR lOPSF LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. 'COND. 2: Design checked for net(-5 psf) uplift at.24 "on spacing. I VERTICAL DEFLECTION LIMITS: LL-L/240, TL■L/180 MAX LL DEe 0.013" @ - 6.0" Allowed - 0.150" MAX TL'CREEP DEFL- =0.015"•9 -1.- 6.0" Allowed - 0.200" MAX LL DEFL- -0.036" @ 7'- 0.0" Allowed - 0.977" MAX TL CREEP'DEFL- -0.087" e 7'- 0.0" Allowed - 1.303" MAX LL DEFL ■ 0.013" @ 21'-11.5" Allowed - 0.150" MAX TL CREEP DEFL- -0.015" @ 21'- 11.5" Allowed ■ 0.200" MA.HORIZ. LL DEFL.- 0:015" @ 20'- 0.0" MAX HORI2. TL DEFL■ 0.026" P 20'- 0.0" 10-02-12' 10-02=12 '' 1' Design conforms to:main•wi ndforce-resisting 5-04-10 '4-10-02 4-10-02 5-04-10 system and components and'cladding criteria. r T i' 10 Wind( 140 Mph, h-21.7ft, TCDL-4.2,0CDL-6,0, ASCE 7-10, 12' 12 '(All'Heights)',Enclosed,'Cat.2, Exp.B, MWFRS(Dir), 8.00 M-9 6 '71 6.00 load duration factor-1.6; 4.0" end were cal(aj are exposed'to wind',. 4 ,(-,. Truss designed"for-wintl loads in'the plane:of the truss:only. JS M-1.5x33 'H-1.5x3 • .• 11/4.1.1.1.. .k, . \ / • 4. `NATO •m M � ` O • C g- c M-3x4 0.25" M-3x4 M-3x4 oI ,78 1.476' ' M-5x6(5) - • T .,. FGIST$ e• •- 1 1 y • O 7-00' 6-05-08 7-00' - 1=06 J, 20-05-09 1-06 1- '"•. .h N_1 _-�'9.s/a ' ` .4.4.:(..., `:'9:782PE •: .p JOB', .NAME: LENNAR 2'6;64-A BURLINGTON - B2 Scale: 0.2639 :WARNINGS: GENERAL NOTES, unlesasarsbe oiled .v •'--.BR .1.'9alder and e5C0anm0raaw mould se advised of all General Nees ,..TMs design b booed upon the parolnebro snow-and li been 6ilAat .REGON Truss: 32 -Y .: aid Wsmng,berme smctndlm commences.. InYMbp cempeiaeL MpkaWYy of design p,rom.bn end 2.2a4 mmndalon web Waring must be Inaba, wham shown s. Ism orated or mmponenl b the responsibility of the building drdc51gner. a aka ddo temporary[cabin to Man.maoar dm n i wmm&uon 2.Daatn mown..Ma lap and bottom.rode to be bun*braced al ., `y-' �q R t,}2.G� - bMUrocren.dlty of nor sridw.MdS,,ol parmaronlboo rp sl ?en.and d lo'o,cri...delay uieas braced lluaopeullhaylanpm by ". �- �/ • mdbinus,haaMlkp such es rhymed eagle p(.L)undbr dryerNM. • p, Q,.\ -_. DATE: 10/7/2015 the ever&d wham Is the nmponedlty or the buildup skated. 12s rmPret[edging or latent madro requkad wan even.. q:llL `♦- SEQ..: K1444 673• 4.•Na lead steutl be eppled b any Component untrt after.lbred'sp and 4,Pemlbin Wean bed retponawlay et the respecter.meavodor. • fasteners aro complete and at no Isle should dry dada proems Man' A Deets assume Sum.ar*Is be used h a non-corrodes eeelranneel, • '' TRANS ID: LINK: desgn bode be epiyed to any=income.' and are Mr%dry doddered Yoe. �/ �)/�y/ /{ '5.Cempdrnm hosen control der and encases no reopenalaty for Om• B.Caste eseane.MI b.ede eI epp.d.alaxn.6Nm e:wedge II 'EXPIRES° 1G/31/'2016 150,00 wt,innses p,Mlpmed n d Wandmbe of mmperanta, rgmmry, &This ddpn h aunaned eugedte Rho Sodden,set bah 7,Dodge sal be banded on sari oImo&l by, &teesosNl.MIS Mid canter dnaofauu,and pl,c.dmmelrud,r October 7;2015 TPNVfG In ecSL mpl.i of welch ell be ea„btae upon mgvaa Oak iebdd.wmipW sed.rIsas: MTe2 USA,InciCompuTrus Software 7.6.7(11.)-S so.Fy byte m pats b °a' sadmr cake's,.ESR-t SRI,ESR•90e(Wok) ■ I it ( r This design prepared floc(computer input by Pacific Lumber'and Truss-BC LUMBER SPECIFICATIONS 20-05-08•GIRDER SUPPORTING 27-00-00 IBC 2012 MAX)CEMBER FORCES 4WR/GDF/Cq-1.00 -TC: 2x4 DF 016BTR LOAD.DURATION'INCREASE•• 1.15. (Non-Rep) 1- 2=(-9792) 2138 1- 6.(-1842) 8570 6- 2.9.-572) 2926 EC: ,2x6 DF SSI .2- 3=(-6702) 1506 6- 7.,(-1826) 8588 2-7-(-2990) 708 WEBS: 2x4 DF'STAND: LOADING ,3-4.(=67D2) 1506 '',7-.8.(-1826) 8588 7- 3-4-1262) 5672 2x6 DF 4'.2'A LL- 25'PSF Ground Snow (Pg) 4- 5-1-9792) 2138 8- 5-(-1842) 8570 7- 4.C-2990) 708 TC UNIF LL( 50.0)(01( 15.0)- 69.0 PLF' 0'- '010" TO 20'- 5.5" V • 5-•8.)'-572) '2826 TC LATERAL SUPPORT 0.1.2"OC. CON. BC UNIF LL( 312.5)101( 232.5)- 545.0 PLF 0'- 0.0" TO '20'- 5.5" V BC LATERAL SUPPORT 0. 12"OC. CON. BEARING MAK VERT MAX-HORZ BRG REQUIRED BRG•'AREA LIMITED"STORAGE DOES NOT APPLY'DUE TO THE'SPATIAL LOCATIONS REACTIONS• REACTIONS, .SIZE ,SQ.IN. (SPECIES) REQUIREMENTS OF'IBC 2012 AND SRC 2012 NOT BEING-MET. 0'- 0.0" -1363/ 6230V -91/' 91H 5.00" 9.97 'D1 ( 625) (-2 ) complete trusses required. flOTTON•CHORD CHECKED FOR,lOPSF LIVE LOAD:,TOP 20'- 5.S" =1363/ 6230V 0/, 00, 5.50" .9.97 OF ( 625) Attach ply with 3"x.I31.DZA GUN AVD BOTTOM CHORD LIVE LOADS ACT'NON-CONCURRENTLY. nails staggered: 9".oc in 1 row(s) throughout 2x9 top chords, '•8,' oc in-2'row,(s) thsoughovt 2x6 bottom chords, ONO. 2: Design checked for net(-5 psf) uplift at 29 "oc.spacing. 9";oc in 1.`row(s)-throughout 204, web's, ,9" oc in'2'row(s)•throughout 2x6 webs. VERTICAL DEFLECTION LIMITS: LL-1/240,•TL.L/380 -MAX LL DEFL•• --0.116" 0 10'- 2.8" Alloyed = 0.977" MAX-TL CREEP ()EFL •-0.274" 0 10'- 2.8"'•ALlowed - 1.303" MAX'HO 11..LL DEFT. a 0.038" a ;20'- 0.0" MAX HORIZ. TL DEM v 0:065" 5 .20'- '0.0" 10-02-12 10-02-12 Design conforms to.main windforce-resisting '( T '( system and components and cladding criteria. 5-08'-06 4-06-06 9-06-06'1. 5-08-06. ,( ,( ,'Wind: 150 mph„h∎21.7ft, T671..4'.2;1CDLm6.0, ASCE 7-10, 12. 12 '(All Heights)', Enclosed, Cat.2,'Exp.R, MWFRS(Dir),. M-5x6 load duration factor=1.6; 6.00- •4.6.00 End,verticals) are exposed to wind,. Truss designed for wind loads 6.0", 3 .fwd in'the plane of the'truss only. 2.6" M-3x8 M-3x8 zr A pAL7L•/0 M=5x1'0 M-5x10 rn ' 11110 =(=1 . L �' 6"" i - - M-3x8 'M-7x10' 19-3x8 0 MSHS-Sx8(S) y /. y } /, • `.,+A • •.-iii .519.76',...0. • 5-05-10 9-OB 02 4-08-02 5-06-10 y y S• 'ri w,� 12-00 8-05-08 ' 20-05-08 . :. N. I . <c� . , ^9:782P'E •,9r, JOB NAME : LENNAR 2'664-A BURLINGTON - BGIRD Scale:•0'.2968 a•="'�'.•'-"1, - WARNINGS: 0ENERAL NOTES, unliss etaarwls noted: Truss: BGIRD '1.Baader and erecdonmwocar,Cnuld be Wafted el WI aenermNWas 1.TNadaslgn a bawdeny upon Re peramean dews and m te ObdMdial '-.u' �� y '-•-ON and WhMnpn betae eonsbLYOOn mmmerwes,• lacahn awnpenoa n Appkabmy al dodo p Y el th•one proper •,'7.174"' � 2�',QQ. . 2 2x1 compression web bracing own be lnvml.e whom shown.. 2.Dmsb ems ate mop and boo!tom Nulls m bo'blet braced al � .q p �•-V- 3:Additional tmpemry brachm a Metre chbily done rensbucian R, '�'. 'f , k aw wapersibilty of tno moor.Adel:NAN permanent bracing el TaA and it aO e,e napsdtaq Weis bn¢E WeupMq their Imp by OAT_: 10/7/2013, n,eera,e6mn,c.r.pe,.m�aa.roetyormemrsd mrtin uob•beelMnpauchospbrewaddwaWnp(TC)endmrerytml(BC). Akin_ � -. .- DATE: be nppledte any lod0 aster MI brier: s.31mtN MlllmP a blaralemdSB6y of aM wMnarwxm.. - SSQ.: K1944679 meat 4.Resin. eau. anaretwedInwurn as e,., Brun al Worms Sr.nmgab and n no non.Madden(gem Qnatr ace H.Resign eoan.s more are b abs D used h e aemm�edvs emlmnnmrd, -. - . TRANS' ID: LINK. daNgrn Imes be apples to ayconporom. and an m•dry card8an•glum. 5.Camptrtna)nsno control war ak maws no nsponAR7)y brine S.o.app,,a°a^••w"armPaue�ppru.twwn'SMmaw°^D•n 'EXPIRES: 12/31/2016 raedmibn,Romans:mimed an trcalbtbn of nmpoiwma. 7.Design.tram.adequate&.hope Is weds& October 7,2015 &TAN design b Aan'abed eublen a gw Imitations sot math by a Plates dol be balled on both bins el Inas.and pawed so MO meta TPIW?CA In SCSW,eeplse etwhldr WI be hanbned upon request Ines eat4de NM joint cantor Ines. Wok USA;IncJCOmpuTYUS Software 7.6.7(10-E lo.Nita r boat mamcmetgwe50sso. pnb me4n vanes u.ESR-17)t,ESR4 P9a Weld 'This design prepared from Computer input'by PACIFIC LUMBER: Larry M LOMB 'SPECIFICATIONS TRUSS SPAN 277- 0.0" ICOND. 2: Design checked for not(-5•psf) uplift at 24 "oc-spacing. .TC: 204 OF 019BTR- LOAD'DURATION INCREASE - 1.15 BC:' 2x4',DF 014BTR SPACED 24.0"O.C. Design conforms to•main windforce-resisting system and components and cladding criteria. TC-1.ATERAL,SUPPORT-Or 12"OC. DON. LOADING BC:LATERAL SUPPORT <- 12"OC. DON. LL('25.0).DLI 7.0) ON TOP CHORD- 32.0 PSF Wind: 190 mph, h-22.5ft; TCDL-9.2;BCDL-6.0, ASCE'7-1C, DL ON BOTTOM CHORD- 10.0 PSF -(A11.Heights), Enclosed, Cat.2, Exp.B, MWFRS(Dir), TOTAL LOAD- 92.0 PSF load duration factor-1.6, End verticals) are exposed to wind,. LL- 25 PSF Ground Snow (P5) Truss designed for wind loads in the plane of the truss only. • LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL REDDIR ENTS-OF IBC.2012 AND IRC 2012 NOT BEING MET. Gable end truss on continuous.bearing wall LION. BOTTOM CHORD CHECKED FOR LOPSF LIVE LOAD. TOP N-152 or equal typical at Stud verticals. ANO BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. Refer to Compuirus gable end detail,for complete specifications. 13-06 13-06 l .1' 1' 12. IIM-4x4 12 6.00 v Q 6.0D . y17T,.�� l" •M-3x4 %41, .4 '/4s,. GIST@.R�`r �r _ •• 12-00 15-00 1-06 27-00 -N. . v.. Q .= S9782PE ' 9r. JOB NAME :- LENNAR 2664-A BURLINGTON - Cl Seale: 0.2966 ,' _ '�.-. 4 WARNINGS: GENERAL NOVA, signs commama4 1.mjun,ord.sedan contractor ch:id 0.advtrd el AO 0.rdol Nets 1.TMs design Is bead mdy Upon B.parameters ern Is en 1Mddal •% Truss': Cl y• OREGON and vin into before cdaa;apr;mmnenaa, building mmpen.nL AppOceb0.y al any,wornness end gaper - 20 . 2-tr4 cempinclen wile brodtp mUG be ballad Were Mont., Imerperemn el mmpem a h me rn of the bulking dedtpw, �?!,.�G. Qom. .1 Add]bnal ampenry,er?wy to bauro tlabody Qtn1rN mnryudbn D.Deaipi scrams the lop and bMem be Plea*/braced at '79 9 . '1 Y ' J - bllmrocpenilb6T/eltM erednr.Addebml penremnl bracing of ?ad.and at lG,a 0eth.MNy mtle0aad throughout MeabNMil A �'" continuous owning men se*mod enauM(ro)OMAN dryrgo(so). .• '1: �J� � DATE: 1'0/7/2015 the Morlahucture b the roepenabNy Mtge bdkngMegmr, ].2.Impau6716040or Island nacbg required eaereshim.. AUL • SEQ:: ?(l 444.675' '9.No toed sham be Minn to in imminent unu Star el bredny and 4,tnsladmn el main the respenNpaly of le nepenthe eonnad>. lostanen am m�patl end et no the.dodd anybedagreeter ton a Design 0050s bbirs an bM wedh.nsnneneebe envltenmen, ' • .TRANS' ID: LINK- design loads be Rigged to nnynamponen am are er dry mdlpn of ea. ' a cempuTnnhesna'conbolanr,and ae tnisheremot 0:1y lot the e.S.eyn..vtam..0.66 lwevpp.e0100,.,,,sNnntnaep.N 'EXPIRES: 12/31'/2016 mbrlert,6en.landing:phlpmenl nrid alm51Yb0 al esmpo,ex a. madmry• 'a Tab de eg0bwnshodeabmntbm:entimre eel honhby 7..Plans Melbe'eeo bin aamsel nd ptaeedam.awnn October 7',2015 TPIWICA 4ICSI,wpaa of Mich tii0 ba tianb:hed open roqui¢ min ipYddiO pmarw1oM MRek USA,IneiCompuTrus Software 7.6.7(11)-E s. IL Fee bash nsn.ator plea 4 R devlpa values as ESR-131 f,E3R•196a(WTek) t - This design.prepared from computer input by PACIFIC LUMBER-BC LUMBER SPECIFICATIONS 'TRUSS SPAN 27'- 0.0" IBC 2012 MAX MEMBER FORCES 437R/GDF/Cq-1.00 TC: 2x4'OF.010310 'LOAD"DURATION INCREASE- 1.15 1-,2-( 0) 76 2- 81-261). 1595 3- 8-1-401) 270 SC: 2x4'DF 010BTR SPACED 24.0" O.C. 2- 3-(-1890) 906 0- 9-1-129)' 1043, R-.4-(-134) 669 WEBS: 2x4 DF STAND 3- 4-(-1658) 908 9= 6-1-306)' 1595 4- 9-(-134) 669 LOADING 4- 5-(-1658) 408 9- 5-(-401) 270 TC LATERAL SUPPORT <- 12"0C. DON. LL( 25-.0)i DLI 7.0)-0N'TOP CHORD- 32.0 PSF. 5--6-(-1890).406 EC LATERAL SUPPORT <- 12^OC. 000. ,DL ON 'BOTTOM CHORD- 10.0 PSF 6-7-). 0) 76 TOTAL-LOAD--• 42.0 PSF OVERHANGS: 18.0^ 38.0" LL - 25 PSF Ground'Snow (Pg) BEARING MAX.VERT MAX HORD 'BRG .REOU:RED SRG AREA LOCATIONS, REACTIONS REACTIONS, SIZE' '50.1(4: (SPECIES) BOTTOM"CHORD'CHECKED-FOR A,20 PS?'LIMITED STORAGE 0'- 0.0" -205/.' 1305V -146/' 1460 5.50" 2.09 DF ( 625) .L LIVE LOAD AT OCATION(S) SPECIFIED BY.IBC 2012. 27'-• 0.0" .-205/: 1305V 0/' 09 5.50" '2'.09 DF 4.625) THE-BOTTOM'CHORD DEAD LOAD IS A MINIMUM OF 10 PSF. ICOND. 2: Design checked for net(-5 psf) uplift at 24 "or spacing. VERTICAL DEFLECTION LIMITS:'LL-L/240; TL-L/1130 HAX LL DEFL-• 0.013" 9, -1`- 6.0" Allowed - 0.1507 MAX IL CREEP.DEFL- -0.015" 9 -1'- 6.0" Allowed:- 0:200" -MAX LL DEFL- -0.068" a 17'- 9.8" _Allowed - 1.304" MAX TL CREEP DEFT.. -0.162" e 17•- 9.8" Allowed'- 1.739" MAX LL DEFL- 0.013" a 28`- 6.0" Allowed - 0.150" MAX-11 CREEP DEFL- -0.015" e' 28•- 6.0" Allowed- 0.200" HAX"HORIZ'. LL DEFL- 0.028" a "26'- 6.5" MAX•HOOIS. TL DEFT, - 0.047" a '26•- 6.5" 13-06 13-06 1' f f Design conforms.to main windlorce-resisting 7-00-04 6-05-12 6-05-12 7-00-04 'system and components and cladding.criteria.. T ,r T T 1' 12 12 :wind: 14D mph, h-22.5ft,.'TCOL-4.2,SCDL-6.O, ASCE.7-10, 6:00 M-4x6• Q 6.00 ;(9.11 Heights), Enclosed,'Cat.2, Exp.B,I4WFRS(Dir), load duration factor-1.6, 4.0" End vertical(s) are exposed to wind, 4 .i-e Truss designed for wind loads it ... in.the plane of the trusa.only. .M-1.5x3 M-1:5x3 pAUL•' fo �o• 7 • �y .Q .y0 !�. /Yl� , '�Y • l T, . 6 9 0 , L476. cv .a M=3s:5 0.25" M-3x4 M-3x5 ` I � - M-5x8(S) DNS" Ci1STE� •1 9-02-03 8-07-11 9-02-03 �5 "', i F % j ' r y �. ' '' ,Qc - 2 l 1-06 27-00 1-06' . --4Z...• 97$2PE r r :: JOB NAME: LENNAR 2664-A BURLINGTON - C2 Scale:-0.2216 -._ 1 '... WARNHCS: GENERAL NO7E5, unfired otherwise naiad .v..• .. %� - 7.9alde,and*melon oenbeoterdotd be untold afanoncnral Noma I.TNwdaclln k hoed any open the pannnbm drown and le In anlnd/A¢ml, '•y' 46 REGON ^ - Truss: C2 and Warnings before conetn Nan commences. mndYm component.Appfka6Siy at dodge Ammeter.and proper • 2:214m nwebbrad 8Rmr rone. ?9. &,i c.-2� Q�. mpeccle ro nod be lnstilsd owe clyevny., mmtpotrWn of conpc ant m 6r naponsIblay elm. S,'AddNalnl temporary moaMS to mcoro stability doing olndmeeen 2.bbetm motes Ma fop and boRsm nerds to be 6teroRy braced d ♦ j la Me rupondNl.7 ollM undo.AddderW permamNblxlrq of 7i..and at las s.napadk°y mhos braced SNooplbtd their lengmq ,R �. .-` v' DATE; 10/7/2015 the word sttudma m w continence abeaRtnp each es pywed deemmp(rc)wader dysal(BCi. I .. �V Iaaponobsy of the baild6 den,wr. 3.21 broad armpanae lateral b PA '�.' - SEQ. K1444676 4 NPloadshould ol applied m any ce..95 pads 6.55 bracing and I.trMam bnol w..b0e nepem m.el m•nnp.dw contracted.agar Moaners ere complete and at no One dosed any leads power than S.Deal3n moms mom are m be used a•nonaamafn enM=uym•n, .. .• danlSe loads 0•nephrite any mmppmnt and an bt'Oy=dean'et too TRANS 'ID: LINK '5.Gp,,,w,naa beammtmale onar4raa"nnonaamebBymrme a�°D^°°.me°°a°"Dda.a�paba osOSHmansdD.R 'EXPIRES...12/31/2016 fandm..nenO8.S.abtpmerd and mda0d6n of mmponada. C001Y. ''MeiO *atop Is s.a October 7,2015 0.TAO dWpnk AnMdyd aE(•dtelM lrnbthm eat tmlyq IL Oil td boated on hem mce0afaun,end pmudmmstr maw 7PWJICA In BEALcodes of which e62 be handed span wryest. Dyes candle MN Cl p centre Bros 9.GNPs bdbam one of Neu In bells. MTek LISA.IncJCompaTnm Software 7.8.7(115-E TO.For barb connector plate deeten Wonsan ESR-1311,ESR-1160(Luree) 'This design prepared from computer input by PACIFIC LUMBER: Larry M 'LO)BER' SPECIFICATIONS TRUSS SPAN 27'- 0.0" IBC 2012 MAX MEMBER FORCES 4NR/GDP/Cg-1.00 TC: 2x4 DF g168TR LOAD DURATION INCREASE- 1.15 1- 2=(-1893) 437 1- 7.(-315).1598 2- 7.( -404) 268. BC: '204 OF 815011 SPACED 24.0. O.C. NESS:'2x4 DF STAND 2- 3-(-1661) 439' 7- 8-(-1?9) 1044 7- 3"(-132) 677 3-4-1-1659) 424 8- 5-(=321) 1.596 3-;8-(-1331 669 LOADING 4- 5.1-1891) .422 8-.'4"(-401) 269 TC LATERAL SUPPORT 4" 12"0C. DON. LL('25.0)4DL( 7.0) ON TOP CHORD- 32.0 PSF 5- 6-) 0) 76 BC LATERAL SUPPORT R. 12"OC. DON. DL ON BOTTOM CHORD- 10.0 PSF TOTAL LOAD - 42.0 P5F ,OVERHANGS: .0.0' 10.0" BEARING MAX VEST MAX HORZ BRG REQUIRED BOG AREA LL - 25 PSP Ground Snow (Pg) LOCATIONS REACTIONS REACTIONS DICE 50.:N. (SPECIES) 0'- 0.0" -142/ 1133V -143/ 1336 5.50" 1.81 OF ( 625) BOTTOM'CHDRD CHECKED FOR A 20 PSF LIMITED'STORAGE 27'- 0.0" -208/ 1313V 0/ '0H 5.50" 2.10 DF ( 625) LIVE LOAD AT LOCATIONS) SPECIFIED BY IBC'2012. THE BOTTOM CHORD DEAD LOAD IS 9.6052206 OF-10 PSF.. " For hanger'specs. - See approved plans [COND. 2: Design checked for net(-5 psf) uplift•at 24 "oc spacing. I VERTICAL'DEFLECTION LIMITS: LL L/240,"TL-L/LBO Y.AY.LL.-DEFT.- -0:066' 8 9'- 2.27 Allowed;- 1.304" MAX TL CREEP DEFT- -0:162" 6 '9'- 2-.2" :Allowed - 1.739" MAX LL,'DEFL- '0.013" 6 .28.'- 6.0" Allowed - 0.150" ' MAX TL.CREEP'DEFL- 10.015" 9 '28'- '6:0". Allowed - 0.200" ' MAX HORSE. LL DEFT- 0:028":9 26'- 6'.5" MAX HORSZ. TL DEFL - 0.047" 8 26'- 6.5" 13-06 13-06 Design conforMs to main windforce-resisting 1 1 .( ,c system and components and cladding criteria. 7-00, 04 6-'05-12 6-05-12 7-00-04 Hindi 140,mph,.h-2z'.5ft, TCDL-4.2,BCDL-6.0, ASCE 7-10, i f 1' 1' 1' ALL Heights), Enclosed, Cat.2, Exp.B, MNFRS(Dir), 12 12 load duzat ion-factor-1.6, 6:00 ( . M-4x6 'n 6.00 End vertical(s)-are exposed'to wind; Truss designed for wind loads 4.0" in-the plane of the truss only 3 ,y-e lee l�M-1.5 M-1:5x3 pAVt.4, . \ . . j t�r,t ° �• AS 51=9�76�,� x, o •1 7 ,,.f.�•I.I. M-3x5 ' 0.25"' M-3x4 M-3x5 t ft,�iSs Cil$1•CV- . C M-5'.8(5) 6 = e_ i i 9-02-03, 8-07-11 9-02-03 ..04. -I 'F9, .O y 27-00 11-06' Q • .:9.782PE r• 'JOB' NAME.: LENNAR 266.4-A. BURLINGTON - C3 " " ' . - Scale: 0.2369 1,7 - y WARNINGS: GENFRat N07E5, unless disowns,Wart �' OFlEGON '∎ :Truss.: C3 .1.'Bolder and eredon ceMetlor slated baedXod of oO General Notes 1.7Nafl69n6b dsNfopan0.panmim,e0Ma5erd lab inbmvbuel ?j, •end Waring%berm construction me,mvass, bdlbg nvened.AppecaeidyeI •' - dedpn pay of do and proper 23nsao e.manb Madre neat he Indabd lateen doom Credo damn mmporrndetancho rdstlyelmsdyCadel or ~ ' '3."Addlkad nmpore,y blueing to hare oddity dump ombudlon 2 Mc�ln aaaimea Ina tee end rafted chords m b bnru0y brave or ..• AA 'P'•\-'-' - laOia of eredIX:Add4b'rel 7a.end at 10o.reniosthirdy used maid tuauplioultleb Iegth CI !" ' reoperoe0ty a permanent bracing of continuous ahoodI g doh so plywood one C aMnr DATE: 10/.7/2015 the moralonatue b the leaponsbDM of the lMdbp tlaabmr. �) drywall _••�' 4.'-NO bed&laud be eppled to n 4.2atapes 0, .m Word of IN rep.burn• SEQ.: K144'..677' ny One shout 017 eeer'eO.ter g n 4.Mate ossomai o aitr.la enapo no oeea6.Wo..aoaaoamelon.. ndanen�am ompb4 mtl N no One shoal any beds Piaster Ilion S.Oaagdessunea truiias an to be used h a Iroaorrnde smlfanmm, tleden Ia.au beeppled m dry mmponanl end ere br'dry cupeen'of sta. TRANS ID: LINK 'EX PIRE'S: 12/31/2616 A Co.-paws nob no antral over add 1137.11,06 no ragpwamlry for me 0.Mal6n aammes full bearing el el appals drawn.Stmn ar vwdpe O' tebrlwlhn,hv,mne,mgmenend lrcddatbnocempemna. '"""'"• •.October 72015 7.Mean mama mama.reenact m panda' s.This ante d Amdhetl mei.move Itatseird se Ion by 0.Nobs eMO be bond on bola fade 01ln:wand placed so Nair finer TPWKCA In 0051.opfesnaf*Non off be Mllldrd upon none Ihea eabcida reh(oM canto Oda e.Dohlndbd one of plots In F dove. ; A47ek USA.InrJCompuTna Software 7.8.7(1L).E 10.For baabomsdor plate desfpl values tee 600-1511.E5R-1688(1.117a17 • This design prepared from computer input by PACIFIC LUMBER: Larry N- UMBER SPECIFICATIONS TRUSS SPAN 27'— 0.D" 'COND. 2: Design checked for net(-5 psf) uplift at 24 "on spacing. I TC: 2x9',DF fl1g BTR LOAD DURATION INCREASE- 1.15 Design conforms tosmain windforee—resisting' BC: 2x4'DF 010510 SPACED 24.0" O.C. system and components and'claddi:ig-cri:eiia.- PC-LATERAL SUPPORT <. 12"OC. UON. LOADING, BC LATERAL SUPPORT • 12"OC. 0011. LL('25.0):+DL( 7.0)'00 TOP CHORD. 32.0 PSF Wind: 140 mph, h■22.5ft, TCDL■4.2;BCDL-6:0, ASCE 7-10, DL' ON -BOTTOM CHORD. 10.0 PSF ,(All Heights), Enclosed, Cat.2, Exp.3,. MWFRS'(Dir), TOTAL LOAD. -42.0 PSF load duration factor-l.6, End•vertical(s) are^exposed to wind, LL= 25 PSF Ground Snow,(Pg)• Truss designed for wind loads in the planet of the truss'only. LIMITED STORAGE DOES NOT APPLY DOE TO THE SPATIAL REQUIREMENTS.OF IBC 2012 AND IRC 2012 NOT BEING NET. Gable end truss on.continuous bearing'wall DON. BOTTOM'CHORD CHECKED.FOR lOPSF LIVE LOAD. TOP 0-1112'or equal typical at,stud verticals. AND,BOTTOM CHORD LIVE LOADS ACT NON—CONCURRENTLY. Refer'to COmpliTrus gable end,detail for Complete Specifications. 13-06' 13-06 1' T 12 IIM-4x4 1.2 '6.00 2 ' '6.D0 li pAiJL. � 1 'A r1 ° M-3x(5(S) .....� 1'., ., �� M-3x4 - • / / - • ,� ' �; 51-976,! .'' w)... - ' O�--FGISTEIS ' 12-00 15-DO' _ ti jj t y 27-00- -,t,o.,, N _1 "S4:. 71?. I?.. ``r... . '89,782PE ;9r:• JOB NAME : LENNAR 2664—A BURLINGTON — C4 .Scale: 0.3091 •;� WARNINGS: GENERAL NOTES, urtlau edair.lns name 1.Bulbs end eredoneommebreh medm.ae.eaefa GenenlWatee t.,M:On celeb.eed*,.,epe em:oarem.tersshe,..,.bteb.anlodAldual .7' OREGON Ns Truss: C4 and Warnings MGR,mnasctbn cerimencea Iaddt5mmptean1App6nabtly el dedgnWamemm and primer. 2 4e-6,- n 2.2ra rompraccbn a<b bracnp mot he peeled chid Now,., Incerpemmn eleempon.n b ue ream*dBM of Os MINN deagier. / g vO S Addlgm.nl mmlaNary bo1 to awe:ifadly Burka dn.OsOS t 2.Dade suum b tie by and bottom Cords m lea Wan*/braced at .7�=. '1 .YJ_ U�- • MIN SC cABry ofga emcee Addlbnalpmaratf heading of lee.and at TIT a5 re.pe.Mey usd.braced aMupmwlMa length by Fly. l� DATE: 10/7/2015 the awed eoo 1,wemm.reepembliyofMe bubble designer. mnop°'"atpIngor .aoMaceywinkedMomO ene'e weR(ae)... .. ..'L../j, -`; . SEQ.: K1-44.678 r.Nauadammdbep dba con 3.2t b ngwlwmemugr.ywed.n.muw.n.: Iq'UL (r laPm any pm.iq any So.9 eracbgam LIdta4atbnartruaabma ruplambt Bbl. amm ..nnh r. • Waremare complete am at m One d.uM any beds grocer men S.Datlpn names Nan re m be wad b a nmmmanmetortmm, dada,beds m applied U tiny dep.eorR and am fordry cen®Imf of um. TRANS ID: LINK- a w.lgn.>.an.ennbamtly wPpenaamen.ShenorreMR,V S.Cap:pa rsWmn ecreMcd mot and acme.no`o.nenseiC. . n.«�ry• 'EXPIRES: 12131/20'16 lebrkatlen.Amara,dipment ere InGemmn Cl competent°. 7.Design aamnea adequate an 4 Tma aeon b bondhoe abject m the Onmdaie:a bM "'0'm melded:.,sr October 7';2015 by a Immo b ha an led.awn.,.m plume Me:meta TIaNMOAn SCSI,eogw of Witch wB be Heeled opal mgia-:i ten dYvbm.H laarewrkn*a MTek USA,-)ncJCo uTnrs Software 7.6.7(1L}E E.Wpm be Conn tr'a lass Nate n a rnP 10.For beep connector plats aeeW rek.a me EgR•tat t,ESR-11350(W'Tel) This design-prepared from cornpntor input by. Pacific Lumber and Truss—BC LUMBER SPECIMCATIDNS TRUSS SPAN 19'— 9.0" (COND. 2: Design checked for net)-5 psi) uplift.at.24 '•oc spacing. TC: 2x4 DE 8109TR LOAD DURATION INCREASE-.1.15 BC: 2x4'DF"p1iBTR SPACED 24.0" O:C. Design conforms-to main windforce—resisting system and cocponerts and cladding criteria. TC LATERAL SUPPORT<--12"0C. DON. LOADING EC LATERAL SUPPORT B- 12"OC. DON. LL( 25.0)fbL( 7.0) ON TOP CHORD- 32.0 PSF Wind: 140 9ph,'h-21.6ft, TCD1m4.2,13CDL■6.0,'ABCE 7-10, DL ON BOTTOM CHORD- 10.0 PSF All Heights), Enclosed,•Cat.2, Erp.B, •HHFRS(Dir), TOTAL LOAD:- 42.0 P5F load duration factor-1:6, End vertical(s) are exposed to-wind, LL- 25-PS?Ground Snow (Pg) Truss designed for wind loads in the plane of the truss only. LIM:TED STORAGE DOES NOT APPLY'DUE_TO THE SPATIAL REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT EEING'KET. Gable end truss on-continuous bearing wall UON. BO TOM CHORD CHECKED FOR RIPS?LIVE LOAD. TOP 14-102 or equal typical at stud verticals: AND BOTTOM CHORD LIVE LOADS ACT NON—CONCURRENTLY. Refer to Compu4rus gable and detail for complete'specifications. 9-10-08 9- 10-08 T T 12 1174-4x4 12 6.00,C7' Q,6.00 3 r., 1111111t Al* 4 ill.,., M 'r` °I 0 1 4r ;;� . .M-3x4 • ',../1 • • ,t 51-976.• .•• V�• ss : i r� - - 1-06 19-09 .� -t s�+• •- :``�`..•. :.9:782PE 9r, •JOB NAME-. 'LENNAR 2:6-6.4-A BURLINGTON - Dl ` '. ; o s' Scale: 0.3876 --' • WARNINGS: GENERAL NOTES,,, urines em.nwdmted: �/• . (^ I.Bolder ens traction contramessrondd be ebbed oll General boos 1:TNn deel�obbased •, oddly upon Ns paramahn shown and be ter an IMMAIeI 4i! �_J Truss: D1 and Wamkga beta.onssualan commas. bolding ampaant Apollme61y et dealppometene and pbpsr �J l/j--uREGON�O �, 2.2e4 semposmbn web bodrg m al be aatelsd whets shown.. brerpontlen of ompbnen lathe reapcnbdty of lM balm buten.r. �T-v. -1fG�T A • 3:'Addtlenel temporary bnabgb Year.mbiny donne obnunxRun 2.Design dci10o.bP• beenmdamsbbWfinell/D bob6n '7�•-. ^l�'Y••'1: (''"• lobe roapewbery star erector.Adllbnal partner.'bracing of Zex,andal 10 o.0..aan as oases bracedlhauybs deb so)e q v con:em i is n,g g such as pA'woed chs.mag(TC)mater dMes14BC)• ��•_ DATE: 1077/2015 the°bra motors Is be respembaq of me bubble dedens, 3.olmpod brbghp or lateral bombe nabbed wears Mb..• • /�.UL •\• SEQ.-.:''K1444679, "e Na loud should beepp6Ydb any component ume glow albredngand l Imbbe.erbaesls dui ospnmblryer0smepecllnoemiabor. . •fasteners ampbis end at m lbw should any lads greeter limn 5.Dabert assumes trusra are to be bud b.,consorted...iwr,M1nent. •- TRANS ID' LINK •dodge bedeb.deeded l egcorgonm and u.ter aq condition"or use. S.CorpuTma has no cocoa over and eeambs nn nppp:d06tyter sin s.o naesm 5.ebb..ngmal append them. arw.eg.r •EXPI R ES: 12/31/2G16 555500n;landing.spceans and Iwleaneon el mmp.n.ms 7'Design lsdalb.s..s sothbmgsbpnvbf.d. October 7,2015 67ms dsaypnb CSI..pm)utltebelMtolbm wl lbnq 7.ptebadmllsbulWaobbeaae imbed. pteesdesthob omw TPPWItA Sr FICSI,copies of*Ma nil ba kerb/lad upon request. Ines sebrdW well)ebd renter lwa. . MARer USA,(ne/CompuTw Software 7.6.7(1L}0 10.pmmbrde corrector d.n .e ph eprumamases ESR-,sit,ESR-t Yea bask) • • -- --- • " This design prepared from computer input by Pacific Lumber and Truss-BC LUMBER. SPSIFICATIONS TRUSS SPAN 19'- 9.0" IBC 2012 HAX MEMBER FOP.CES 4WR/GOF/Cs,-1.60 TC: 2x4 OF 0168TA WAD DURATION INCREASE - 1.15 1- 2-) 0) 76 2- 8-1-202) 1079- 3- 8-(-330) -244 BC: 2x4 DF 016810 SPACED '24.0"O.C. 2-'3-(-1293) 322 8- 6-(-247) 1079 B- 4-1 -54) 545. WEBS: 2x4 OF STAND 3- 4-) -964) 215 B- 5=(-330) '244 LOADING 4- 5-) -964) 215 TC LATERAL SUPPORT<- 12"0C. CON. LL( 25:0)+DL(' 7.0) ON TOP CHORD- 32.0 PSF 5- 6-(-1293) 322 BC LATERAL SUPPORT<- 12"0C. CON. DL ON BOTTOM CHORD- 10.0 PSF, 6- 7-)' 0) 76 TOTAL LOAD- 42.0 PSF OVERHANGS:. '18.0" 18.0" LL-•25 PSF Ground Snow (Pg) BEARING MAX/VERT MAX,HORZ BRG 'REQUIRED BRG AREA LOCATIONS REACTIONS. REACTIONS SIZE 00.I51. (SPECIES) LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL 0'- 0.0" -163/ 1.001V- -101/• 101H. 5.50" 1.60 OF ( 625)' REQOIREXEMTS OF.IBC,2012 AND IRC 2012 NOT BEING MET. 19'- '9.0" -163/ 1000V 0/• OH' -5.50" 1.60 DF ( 625) BOTTOM CHORD CHECKED FOR 1095F LIVE LOAD. TOP: AND BOTTOM CHORD LIVE'WADS ACT NON-CONCURRENTLY. 'COED. 2: Design chocked for net(-5 psf) uplift at-24 "oc spacing.. VERTICAL DEFLECTION LIMITS: LL-L/240, TL-L/180 'MAX LL DEFL - -0.013" 9 -I.- 6.0" Allowed - 0.150^ MAX T'L"CREEP DELL- -0.015"'9 - - 6.0" ,Allowed - 0.2 D0" 'MAX LL DEFL 0.034"'9 9'- 10.5" Allowed'- 0.942"' MAX LL DEFL- 0.013" e 21'- '3.0" 'Allowed'- 0.150" MAX-IL CREEP DEFL---0.015" e• 21'- 3.0" Allowed - 0:200 -MAX BC PANEL I.DEFL=.•-0.145" 9 15'- 3.9" Allowed - 0.591" MAX HOAIZ. LL DEM.. 0.D16" a 19'- 3.5" MAX HORIZ.•TL DEFL- 0.026" 9 19'- 3.5" 9-10-08 9-10-08 1. .1. T Design conforms to main windforce-resisting 5-01-10 -4-08-19 4-08-19 5-01-10 system'and components and.cladding criteria. 1 f Wind: 140 mph, hm21.6ft, TCDL-4.2,BCOL-6.0, ASCE 7-10, 12 11M-4x4 12 (A31 Heights), Enclosed, Cat.2, Exp.9; MWFRS(Di r), 6.00 ' 6.00 load duration factor-1.-6, 9.0" End vertical(a).are exposed to wind; ;1 .f-.( Truss designed for wind loads 0 'in-the plane of the truss',only. 444•M-1.5x 3 14-1.5:43 pAL17. • 100' ',/ -.4 ' ,1'-• • i -5 1=976: , * . :o M-3x9 14-3x,8 M-3x9 0 GISfEg�` .4S':I I I e�Ak 9-10-08 9-10-08 ; . 1-06 19-09 1-06 N EFL 2 ' •� • T 8-9:782P.E '9r, . JOB NAME : LENNAR 2664-A BURLINGTON - D2 �l..-•--v: • . Scale: 0.2751 - - WARMNS3: GENERAL NOTES, ul6isnlbenlee noted 1.BWWm snderWbn cathode,MOnMbeadMeed.fmGurnl otee ,.,b.ddg.ebaeedonn epee Or hummers see s.e labtenb ebeml .u1. .OREGON. 'K 9a'_..:_ Truss.: D2 mm W.rNnaF bs(ere mrssucuon mrrimerces. ta6king component.ApWwoey of aempn penrmten erne pfepm �Ay `_ ^O 2.224 mmpreden web[cacti-4m¢be hauled Wien down., bcopes6•n efwnpomm 4 le nspendbRy or he boldededpe,. !" �l£/a .2 3,Amltend terrpimry brsebr�teteaa atabtly dmllp eenebuNoh 2.Deebn ecomnos the top end bottom charm le be Wmm0y braced m "1• 7 es.sib alaaodn eryemNey vMei braced theupheul flak With by :• �' b We eeponsbmy_e f Me ereMor.Ad°aarol permanent bmdrgel. .� �:� _` f• DATE: 10/7/2015 Ihea.nOenat e6lie•' ,free bald da mmmwmdheetNa Snit eepywpeeuemnmuRshoem•dyaeljac). • A.UL `-`�V' mstponalDS.y_e Ip aOer• 4,2s Impact 600 bridging K teteal brmdlp sty Mine when•boon•• SEQ.: 'K1444680 a.No bed eemm complete d,d m nBSmpariem tau Bear al br.eip end 4.Chelan on of man l Mena° elbhy 0e regretter.,..cdm, • .. .. fasteners ere complete Intl et fro She Mired any bath peetvpen 6.Chelan mare.Insists w m be wed m a nor.cnoein environment, .sign ban.b.toppled to e and m e b,'dy eendteir of use.- TRANS .ID': LINK °' a eoau0 a NAMceeam•aa bm4102 et MI eoperd Strewn Slimes wedge S.DOnpd5mahaereta'"°lene'and&manesno°mceeoN. t° necessary. 'EXPIRES: 12/31/2016 rebrketin.Nnd nhedunJedme 1.Bsbbn of mmpnmb 7.D•ea' be bowed Mbar boa of miss,and placed se their center TPKVRA In BCSl.cephe Sr vAlch We be hmibeed upon reemee. Ines milt•ate Jobe center men. B.Frets I dhste she or plate h b tee. MTek USA,hte/CompuTNS Software 7.6.7(1 L)-E 10.For bade connecter plate design when..556-1315.558.1068 0471110 This design'prepared from computer input by PACIFIC LUMBER: Larry)4 LCMSER SPECIFICAT:ONS TRUSS SPAN 3'- 'I6.0" IBC 20'2 MAX MEMBER FORCES 4WR/GDF/Cq-1.00 TC: 2s4 OF 414ETR LOAD'DURATION INCREASE - 1.15 1-2-( 0) 54. 2-4-(0) 0 BC: 2x4 DF 810310 SPACED 24.0" O.C. 2-3-(-71) 33 TC LATERAL SUPPORT <- 12"OC'. UON. LOADING .BC LATERAL SUPPORT <- 12"OC. SON. LL( 25.0)+DL( 7.0) ON TOP CHORD'- 32.0 PSF BEARING MAX-VEST MAX MORE BRG REQUIRED BRG AREA DL ON BOTTOM CHORD.- 10.0 POP LOCATIONS REACTIONS REACTIONS SIZE SQ:IN. (SPECIES) OVERHANGS: 18:07 0.0" TOTAL EGAD- 42.0 PSF 0'- 0.0" -85/ 14050 '0/ 50H 5.50" 0.65 ;DF ( 625) 3'- 6.0" -14/ 1330 0/, 00. 5.50" 0.21 pr ( 625) LL - 25 PSF Ground Snow (Pg) • "+ For hanger specs. - See"approved'Plans LIMITED STORAGE DOES NOT APPLY'DIIE■TO THE•SPATIAL REQUIREMENTS OF IBC 2012 AND SRC 2012 NOT BEING Y.ET. ICONS. 2: Design checked for net(-5 psf) uplift at 24 'or spacing. BOTTOM CHORD CHECKED FOR lOPSF LIVE LOAD. TOP VERT:CAL.DEFLECTI0N LIMITS: LL■L/240, TL■L/190 AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. MAX LL DEFL- 0.013" a -1'- 6.0" Allowed- 0.150" • MAX TL CREEP DEFL- -`0.015" a -1'- 6.0' Allowed o 0.200" MAX BC PANEL LL DEFL- 0.023" @ 1'- 7.6' .Allowed - 0.111" MAX BC PANEL TL DEFL- -0.038' a 1'- 7.6" Allowed-- 0.149" 3-06 4 ( 12 4:00 GI"' Design conforms to main windforoe-resisting system and components-and cladding criteria. Wind: 140.,mph, h-15ft,.TCDL-4.2,BCDL-6.D, ASCE 7-10, - ,(All Heights), ,Enclosed; Cat.2', Erp.B, MAFRS(Oir), load duration factor-1:6,, End'vertical(s) are exposed to wind; Truss-.designed,for wind loads in.the-plane of the truss'only. 3 -, PROVIDE SUPPORT Il 1 oiooeiiolli ,-i N ..!, ■ O M C 2►I .. 4 �AVl..D� ■ N=3X4 � •v. j • 'a y 1 3-03-09 0-0 2-12 `� ST97� � .. ' 0 GR.F Ins.y 5 y SS 1-06 3-06 v3 '�S ''N I E6-4 'o", :8--9:782P E r.., JOB NAME: -LENNAR 266-4-A- BURLINGTON - El Scale: 0.6407 WARISNOS: SO7PS. orb.aberww robe VFiEGON N. 'I.Babas and eladhn contrednr climb be advbad at alBananl Notes I.lab dedpn b boson any open tba pmunit ss dawn eid h bran Inddanl /L` Truss: El .and Worri ipa berera a:beAUdbn commerczs. biding component 401mb6 of dos rl paramWrsoid propo Ft -IS �C • 2.. 4 composolon wee bracing mud be ndaled when Naval.. Incomenian ereampenem iser napanbaly sae Mang dolls's. 9,Q _ -'•'. .a AdtlapiN lamparary bnetq to mwn abldly during wnabur3lan. 2.Deakin muroa ae lop and belbm nerds b be basally braced al �J a btree raNpshatlby of rap enctaf.Adda'arolpmnen.n vndlg of 2.as.idat le as.napaCwely union Mated tnoucnau bob lamb by �.•• /q,UL `"��• DATE: 10/7/2015 'Iawebll enS mebubreopen:b�yof the bwngdodgnar. ^mpac tbrigi ngorWendhbbleeda»awhorehown•.rwablee). 'SEQ. (1944681, 4.Na bad Ndmwa :e p 7.2Ylmpasb bridging enralbra by randrad whore Ndwe•+ applied any mf,taad wt]atmab bracing and 4.Irobtbaan W was b Ins loaperlalaa:y Maw reap:epee coma /N. 'der..ancompbte and altn"tabs abauldairy bads presto.tan S.,Das*naume.Maassanbbw usedbanonanaoWaernhenmara. LINK daadW1 bads Oa opp]ed b any nenpanwL end an br11ry'width''of tea. TRANS ID: L_NK 6.Dabs" 40Werkeatallome ssn,en.Sbr,a,wadgep EXPIRES: 12/31/2016 S'C.,,i.T w as no coeval over mid asvinae no ireporwelay bs ms fabkation,aedhq,vardlim and n9LWbn of mmppenu. P0e October 7,2015 L oa b m: I.provided a.Tab d b niishodeabk a toae BnlaSuna eat wn W a.Mobs dui for b'o'on n.N,Rnw croon,en d plead me ab cantor 7wmTEU n DEAL mho dodders we be Mended upon wawa em ndk wall bird pinta;Ores. 00124 ., baIn asea//Met USA.InciCampuTrus Software,7.8.7(1L)-E r.Far do,a„ndab dMpn v W ups ESR-1]1 f,ESR-t Poe Miele) a e 1 • • • This design prepared from-computer input by' Pacific Lumber and Truss-BC LUMBER 'SPECIFICATIONS TRUSS SPAN 6'- 4.0" IBC 2012 MAX.MEMRER FORCES 4WR/GDF/Cgw1.00, TC: 2x4 OF O18BTR LOAD DURATION INCREASE a 1.15. 1-2-( 0) 54 2-5-(-40) 54 3-5-(-195) 145' BC: 2x4 OF 610BTR SPACED'24.0"O.C. 2-3-(-81) 68 WEBS: 2x4 OF STAND 3-4=( '0) 0 LOADING TC.LATERAL SUPPORT <- 12"OC. 00H. LL( 25.0)+0L( 7.0) ON-TOP CHORD- 32.0 PSF 'BC LATERAL SUPPORT<■ 12"OC. DON. DL ON BOTTOM CHORD■ 10.0 PSF BEARING MAX VERT MAX HORS BRG REQUIRED.BOG AREA 'TOTAL LOAD■ 42.0 PSF LOCATIONS REACTIONS REACTIONS SIZE •SQ.IN. (SPECIES) OVERHANGS: 18.0" 0.0" 0' '0.0" -102/ 483V -25/ 036 5.50" 0.77 DF ( 625) LL- 25 PSP Ground Snow (Pg) 6'- -4'.0^ =30/ 257V 0/ OH 5.50" 0.41 DP ( 625) LIMITED.STORAGE DOES NOT APPLY,DUE TO THE SPATIAL REQUIREMENTS.OF IBC 2012-AND'SRC 2012 NOT BEING HET. !COND. 2: Design checked for net(-5 psf) uplift at 24 "on spacing. BOTTOM CHORD.CHECKED FOR lOPSF LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. VERTICAL DEFLECTION•LIMITS: LL-L/240, TL-L/180., MAX LL DEFL - '0.013"'8- -l'- -6.0" Alloyed - 0.150" MAX TL CREEP DEFT. - -0.015^ e - '6.0" Allowed - 0.200" MAX TC'PANEL LL DEFL-- 0.090" e 3'- 2.6," Allowed - 0.356" •MAX TC PANEL TL DEFL- -0.127" 0. 3'- 2.6" Allowed," 0.533" 6-00-04 0-03-12 I 1 1' MAX HORIZ. LL DEFL-- 0.000" P 6'- 0.2". 12 21AX'HORIZ. TL DEFL - D.000" 0 6'- 0:2" 4:00 r7 Design conforms to main windforce-resisting system and.components and,-cladding criteria. M-1.5x3 4 Wind: '140 mph, h-20.2ft, TCDL-4a2,OCOL-6.0,.ASCE 7-10, • 3 '(A11'Heights), Enclosed, Cat.2, Exp.B, MWFRS(Dir), load duration factor-1.6, iEnd vextical(sI'axe exposed to mind, Truss designed for wind loads in the pl arse.of the truss only. o _....111111111111111111111111111111 •o 0 0 I N N pAi7L. • I 1 2_� =� qty o M-3x4 M-1.5x3 � ) Y Y _ r .6-00-04 0-03-12, • ' O \ F5T-97 6 49 ..1. y y - fp�,S GIxrEIL . -- 1-06 6-04. • . _ s • 'Q• • -_ 89.782P-E - :f' •JOB NAME,: LENNAR. 2664-A BURLINGTON - E2 / _ • Scale: 0'-5701 -1 "'•-%. WARNINGS: GENERAL NOTES, IMa otherwise name Truss: E2 Bdderoneaeedbnanmadardaombead45.dorelGea,NNet. I.Thleda a,Nbaallonyupenaa parametersNoonendla taranl�al -"7 .ORE "'h end Waragnbdore rsawadanaammeea. WINNNsatrpenmL ApploNlty it 0ea6s parameters and pope ': ''N • z 2+=mpammn.eebradronawceteemue arsaham.: ncepoadsn.fae poontbvaissp.n.mtryaweuaromdpar. y 2 x Additional t.mwrary brads]le wura.teelny,amp mwru less 2 Deaan names ms lop end bob=awards m b btarally booed as ,() bmedlepafalDaga ftaarednr.Addllar tpea,s,wnmm,19nt Tea andesaen.napsdbelyunless bracedO.a'Whdlaa lrkapby :. '. ' �Ry...y,' '--`�Q•mmrn otowe ding such es W woad a,a:lenPnt)annex O�ya�,Br, PA 1:11-U L �\ . - DATE: 10/7/2015 me wend:wmmbMeerspm,m�ormaamhgduanr- y 2 Note eda4hoorm.nitu.drmramima same Noon•• SSQ.: K1444682 1,N.lead Noted b..pplledm wry aamp.naH end MNelbndooand' A Indaaeonof buss mm emaporamuy gibe ra,p.nwacona.dar. - fasteners are complete end at no ens shield any bads gaoler SOn 5.0..an mamas rases an cob toad In 5 nuteonode embonmed, ._ anon bras W applae m airy=mpanan. and ere for-dry rondnwrof roe. TRANS ID: LINK 5•.CommTnaforsmo.nnownaNa.:unaenera�onatbalybms O. �noa�bamgaaeawpodsanon 55,.10.46.n EXPIRES': 12/31/2016 mbrlratbn nandgna shipment ON brall On of components. y-G.•Vt ammo....soot.enrage m melded. 6.Nth dedpnbamrdad NNW tothnAnbdeve st forth by a Mateo Mal 6.Noted on bath bass of buss;and placed so MN attar October 7,2015 TPYWMCA In SCSI,=plea of eeih sal be amba.d upon squad. Ines cohdm ate pant ante Ines. MiTet USq Inr lCom uTrve Software 7.6.7 1 L a 0aa Mlnte ass el plat°b balsa P ( )"E to For MSaeeaader pbn design vablei sae ESR-131:,ESR-ttlae(ISTdt) This design prepared from computer input by Pacific Lumber and Truss-BC LUMBER SPECIFICATIONS •TRUSS SPAN 30'- 0.0" IBC 2012 MAX'ME'!3ER`FORCES 4WR/GOF/Cry"1.OD IT: 2x4 DF #150197 LOAD DURATION INCREASE- 1.15 1-11.( -665) '429 1- 9(-547) 1029 - 9-)-259) '364 2x6 DF S5 T1 SPACED 24.0' O:C. '1- 3-(=1233) 552 9- 6-(-382) 1066. 4- 9-(-124) 473 BC: '204 DF.#1LBTR 2- 4-( 0) 0 9- 5-(-290) 172 WEBS: 2x4 OF STAND LOADING 3- 4-(:-954)' 363• LL( 25.0)+DL( 7.0) ON TOP CHORD- '32.0 PSF 4- 5-( -975) 409 .IC LATERAL SUPPORT T. 12"OC.'0011. DL ON BOTTOM CHORD- 10.0 P55" 5- 6-(-1281) 482 EC LATERAL SUPPORT T. 12"OC. ION. TOTAL LOAD- '42.0 PSI, 6-7-( 0) 76 OVERHANGS: 0.0" '18.0" LL - 25 PSP Ground SnOw,i(Pg) BEARING MAX VERT MAX MORE, ERG' REQUIRED,800 AREA LIMITED STORAGE DOES NOT APPLY DOE TO THE SPATIAL' LOCATIONS REACTIONS REACTIONS SIZE 'SQ.IN. (SPECIES) REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. .0'- 0.0" -574/ 130V -82/. 76H 128.50". 0.21 DF ( 625) REFER TO COMPUTRUS STANDARD 10'- 8.5" 0/ 832V 0/ 09,'128'.50" 1:33 DF ( 625) GABLE END DETAIL FOR DETAILS -BOTTOM CHORD CHECKED FOR lEPSF LIVE'LOAD. TOP 30'- 0.0" -245/ 1014V 0/. 'OH 5.50" .1.62 'DS ( 625) NOT SHORN. AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. M-1.5x4 or e"cual at non-atiuctural -I vertical membeza•(Son). ICOND. 2: Design checked for net(-5 psf) uplift.at 24 "cc spacing. VERTICAL DEFLECTION LIMITS:.LL-L/240, TL-L/180' MAX LL DEFL- 0'.034" 0 •15'- 3.4" .Allowed - 0.942" MAX IL CREEP DEFL- =0:073" a 120'- 1.5" .A1 lowed - 1.256" 'MAX LL.DEFL - ,0.013" 0 31'- 6.0".Al lowed,-. 0.150" MAX TL CREEP DEFL- -0':015" 0 '31'- 6.0" Allowed - 0.200" MAX'RORIE. LL DEFL--0.017" 0• '29'- 6.5" MAX RORIE. TI.DEFL- 0.025" a ,29'.- 6.5"' 1-06 30-00 f Design conforms to main vindforco-resisting system and components-and cladding criteria. 16-06 5-01-08 9-08-19 5-01-1D I 1' 'I' I 1' Wind: 140.mph, h-22.9ft, TCDL-4.2,BCDL-6.0, ASCE 7-10, 12 .7.6(-9x4+ 12' (All Heights),.Enclosed, Cat.2, Exp.B, MWFRS(Dii), '6.00 17 2 Q 6.00 load duration factor -1.6, End vertical(s) are exposed to wind, Truss.designed for wind loads in the plane of the truss only. M-4x6 • VC 7-1.5x3 owAS, < • • of r / ' M-3r,9+ !!,I I " o a 9 7 a . ..:11,.,''•.,ts .51976` • ',-;,.• a M-3x9 M-3x8 M-3x9 o . M-3x5(S) . �4S FGISI'E �. ', 20-01=08. 9-10-08 'I -.e•,S _1, .1 } 18-03 11-09 ' IP , }1-06} .30-00 }1-06} ` :8'9:782P'E ' JOB NAME: LENNAR 2664-A. BURLINGTON - Fl Scale: 0.1950 •' , //r •SOW WARNINGS: GENERAL NOTES, vamuolerrhs noted: . • ■1': 1.Bonnard melon matador simulate aduned efal General*Ns 1.7MSdeer 4 based OREGON espy uponthe parameters I. IndNmual 'Truss: F1 C/' 7 and we brds:mutbeMal wi bWWpmmpenantpenvesIIyedesebspanmeesawng" A y •2.'2se compression web brads:mull be mim0ae when.lay.r.: Dalian ss MelosnNIMmspeamryofasally Moagape. - +". 2,pebnuwmeo 1. mpow bottom chants Menay„ocean • .,'T � .� J.Aaammner empnnry imam m tan dobD y adnp construction jr .•I: �jA u.L �\. _ I A.m.ponsegty arine ensign.Addllor„I noenOan Medng of continuous ed a.eA rsuci es ph road,meted(IE)sot then mnpb by DATE: 10/7'/2015 themoral*whorelomereepena8Sl oithebudm0aeabner. armlet in00meiowcnlMahn;d.n..mmMrc).wardm'dgBCp b 4.2. o of bsp Nee mesm selny muted Atte Mum e des an.• • -.or SEQ.: K199'9683 4.bOnn..eWonpbe.and moor..Pal any bad.all mate) 4.0eo(n assumes m.to be coeaf nonwds..onokeo mCaMm em mmpbls.w„w road=should any beds paater IMn Q Deabn awmnn aua.aa are m be used m.romm�oWe amaeriniaril deep Dada be oppos4w any compener4. w„s mealy mredaen•of um. TRANS ID: LIV C 4 a„I„„„n,aam�ang„e,w00060 chem. ,r ,ages 'EXPIRES:'12/3'1/2(116 S'CempOlrus has ne mewed ear and gammas no n or Atty Mono nary. October 7,2015 f trmatmn,hawlna.shipmen and inewnbn of mnmenwn: 7.Malan aaon.s B.Tate Mel n is„mmned.0)esl m as Oen.Ram am mM by 0.PIeYS Mal be tim en Dom mcm aloc,.endpend ntMO come ',PINATA A ECSt,cedesofetden will be ArnCad pen ragged. tress whole,vdh)abs owner Ines •A07ak USA,IneJCo lVS SoBware 7.6.7 1L 2 0.Olppa bOee0e sb of pie m Inchon InpuT )- 10.Fa base coma=pmm Ontplvalues me ESR-1377,ESR.15OSRa1'aa) ' • • This design prepared from,computer input by Pacific Lumber and Tztus:BC LUMBER SPECIFICATIONS TRUSS.SPAN 3D'- 0.0" I8C:2012 MAX MEMBER FORCES 4WR/GDF/Cq-1.00 TC: 254 OF S16BTR LOAD DURATION INCREASE■ 1.15 1- 2"), 0) 76 2-.8-1-302) 1808 3-8-(-455) 299 BC: 25.4 OF g16BTR SPACED 24.0" O.C. 7-3.1-2122):452 8-"9-,(-L45) 1169 8-4-(-148) 775 WEBS: 2x4 OF STAND 3- 4-(=1B62):453 9- 6.(-341),1795: 4- 9-(-147) 775 .LOADING 4- 5-1-19621 453 9- 5-1-455) 299 TC.LATERAL•SUPPORT.<- 12"OC. DON'. LW:25.0)+61( 7:0) ON TOP:CHORD,- 32:0 PSF 5- 6-1-2122) 452 BC LATERAL SUPPORT-<- 12"OC. ((ON. DL ON BOTTOM,,CHORD- 10.0 PSF 6- 7-) 0) 76 . TOTAL LOAD- 42.0'PSF OVERHANGS': 18.0" .18.0"" LL■25 PSF Ground Snow (Pg) BEARING MAX VERT MAX HORZ BRG REQUIRED BRG AREA' LOCATIONS REACTIONS REACTIONS .SIZE SQ.IN. (SPECIES) BOTTOM CHORD CHECKED FORA 20 PSF LIMITED STORAGE 0'- .0.0" -165/ 1431V -162/ 162H .5.50" '229 DP ( 625) LIVE LOAD-AT LOCATIONIS) SPECIFIED BY IBC 2012. 30'- 0.0" -165/ 1431V 0/ OH 5.50" 2.29 OF ( 625) 'THE BOTTOM CHORD DEAD LOAD IS A'MINIMUM OF 10 PSF. POND. 2: Design checked for net(-5 psf) uplift at 24 "oc-spacing. .VERTICAL DEFLECTION LIMITS: LL"L/240, TL-L/180 MAX Li DEFL- 0.013" 8 -1'- 6.0" Allowed - 0.150" MAX TL CREEP-DEFL- -0.015" @ -1"- 6.0" Allowed- 0.200" MAX'LL DEFL 0.086" 8 19'- 9.6" Allowed'- 1.454" MAX TL"CREEP DEFL- -0.204" 8 19'- 9.8" 'Allowed- 1.939" MAX LL DEFL- .0.013 "•@ 31'- 6.D" Allowed:. 0.150" MAX TL CREE?DEFL- -0.015"'9 31'- 6.0" Allowed - 0.200" MAX H0510.'LL DEFL - 0.036" @ 29'- 6.5"' MAX'HORIZ. TL DEFL'- 0.059" @ 29'- 6.5" -15-00 15-00 'f .. •f Design ystem andfco� to:main resitting 7-09-04 7-02-12• 7-02-12 7-09-04 p 9 criteria. 4 'f T 1 f Wind: 140 mph, h-15ft„TCDL-4.2,BCDL"6.0),A5CE 7-10, 12 12 /All Heights), Enclosed,'Cat.2, Exp.B, MWFRS(Dir), 600 M-4x6 ''':J6'.:00 Load duration factor-1.6, _End vertical(s) are exposed',to wind, 4.0" Truss designed for wind loads 4' 4'0 in'the plane of the truss only. M-1.5x3 M-1.5x3 pAL7i:' p.. 3 �� l g., a::wtr°�o.,4'h I 1,l ire,! _ 1 B 9 51=976, ' 9 - . o M=3x6' M-3x4 M-3x4 M-3x6 0. 04 �, M-3x5(S) . �-S GISTER' ��,. y y y y '1. 10-D"2-03 9-07-11 10-02-03 y r 19-00 12-0D y y �� . :.� : . F., /Q . 1-06'1 30-00 1-06 • .ht-. ':9I8,- Pt . , fir' ' JOB NAME': LENNAR• 266.4-A BURLINGTON - F2. _ '. - --s• Scala: 0.1825• - .• WARNINGS: GENERAL WOTES,, wk.Mavis.newt .r7 _: -� NOW 1.Bailer and ereden contrast::Would.b.mislead of es General Notes 1.,TbWlse�Abrsdonly upon the parameters W ws.dk roe en IndNdnl a �� y 'OREGON ;TLIl$S: F2 and WambGtanvsemnibu.Wnammaneea. eawooWone lco.Apgtaltheres.etrwmpwu.ndvmda _ �. 2Q Q- 22i1cwnprralenwebOradrgneigDaW.sled wlora dniel.. Kahn gno etampmum 4tlrm sherds le them WNW"brown et �I i Ad/:aeml pmperary biecbg to leave WNW dubq omesuCbn 2.Oac�meisnee the top mid botbm Norda le M pwaRr bvud of •. A' . " 1:5.' - WthsraadenoAEiyoftheenOar.Addnanal peraeronlbradry of z eeend el 1D es.reepeekely 554 baud etouo.at their length by , . _` -.' 'DATE: 10/7/2015 the avera6 mrudumb t� Tx loved waaappwedwwv,00showerey�.as(et7. . -•L Q�V nmpw-pray orm.bisdkg designer. a 2s bnpm hkpbg et Wesel bectro ragarad,edrne wan.. A° ```. - SEQ..: K19946.89 a Wepaeahaadbeelcceamanrmmyonen mM.m.6e:dgam 4.um.mp,nmaua6 the 0,n Lobe eyam.mpeae.manbon A.UL paiu.ra are complete ars6 m no one should any pads mats men 5.Dearpn assume Bern ere b be iced We nsmm�eele embmmM, .dealpn plea a vpdBad k say eemprii-rat. an]we fardry andiWrf muss. TRANS ID: LINK B.-CtersteTla his naionlmlo.r and mm,.snaaar��ybrm. d coma +�6emp,.(�a�detedm.,B�mprwed;aB 'EXPIRES: 12/3112016 fattisslon.teodlnp,sipmm are Inshft kn of mmppronts. mmy 7.Design minaewaomte arabagela Resided. October'7,201'S 6.•Thb Simia n p Washed map.a the lmbtkus eel forth by a Pphea Wl be bated an been pus of buq end placed se theft center TPYWrcA In SCSI,copies of WW1 be pmGh.d uponro4umt. see a9We wthpba cemrpea. p•Dom Imams Slav d plate p Mrs MiTek USA McJCom o1rus SoRware 7.6.71L}E 10.Fm bStp connecter plate dm*values see EMI-1311,ESR•ipya WING This design prepared,from computer input by Pacific Lumber and Truss-BC LUMBER SPECIFICATIONS TRUSS SPAN 29'- •4.5" IBC 2012 'MAX MEMBER FORCES 4WR/GDF/Cga1.00 IC: 209'DF 810018' LOAD DDRAT ION'INCREASE- 1.15 1- 2-( 0) •76 2- 8=(-349) 1756 3- 8-1 -457) 299 EC: 2x9'OF 8108TR' ,SPACED 24.0" O.C. 2- 3-(-2068) 456 B- 9-(-140) 1117 '8= 4-) -145),782 WEBS: 2x9 OF STAND '3- 4-(-1809) '957 9- 7-(-307) 1577 9- 9-1 -116),'628 LOADING 4- 5-8-1690);451 :.9- 5m) -311) 261 TC.LATERAL SUPPORT <- 12-0C. UON. 11( 25.0)+DLI 7.0) ON TOP CHORD- 32.0 PSF 5- 6-(-1876) 449 6= 7-(-2001) '430. •SC LATERAL SUPPORT •- 12"x. ION. DL ON BOTTOM CHORD- 10.0 PSF 6- 7■( '-14) 33 TOTAL LOAD- 42'.0 PSF LET'INS: 0-00-00 '2-00-00 LL 25 PSF Ground Snow (99) BEARING MAX VERT MAX HOR2 'BRG REQUIRED BRG AREA OVERHANGS: 18:0" 0.0" LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES) BOTTOM CHORD CHECKED FOR A 20 PSF LIMITED STORAGE 0'- 0.0" -165/ 1412V -148/ 156H 5.50" 2.26 OF ( 625) LIVE LOAD AT LOCATION(S) SPECIFIED BY IBC 2012. 29'- 4.5" -147/ '1234V 0/ OH 5.50" 1.97 DF ( 625) THE BOTTON CHORD DEAD LOAD IS A MINIMUM OF 10 PSF. • ICOND. 2: Design checked fox net(-5 psf) uplift at 24 "oc spacing. i 'VERTICAL DEFLECTION LIMITS: LL■L/240, TL-1/180 ' MAX LL DEFL■ 0.013" ! -1'- 6.D" Allowed - 0.150" MAX TL,CREEP DEFL -0.015" 8 -1'- 6.0" Allowed- 0.200" •MAX LL.CEFL -0.136" 8 22'- 3'.5" Allowed- 1.423" MAX 7L CREEP'DEFL- -0.341" a 22'- 3'.5" Allowed■ 1.897" MAX'840RIZ.,LL DEFL- 0.032" ! '2B'- 11.0" MAX HOAR. IL DEFL- 0.053" ! 26'- 11.0" 15-00 14-04-08 j' •( T Design conforms to main windforce-resisting 7-09=04' 7-02-12 7-02-12 5-03-11 1-10-01 system and,components and cladding criteria. sf i "r 1' 1' 1' '12 12 Wind: 140 mph,.M15ft, ,TCDL-4.2,BC0L-6.0, ASCE 7-10, 6.00 r . M-4x6 Q 6.00 (All Heights), Enclosed, Cat.2, Exp.B, MNFRS(Dir), load duration factor■1.6'; 4.0" End vertical,(s) are exposed to wind, 4 •34 Truss designed for wind loads • ii in-the plane of the,truss only. M-1,:Sr.3 NI-1.5x3 • pAUL. v: M-3x5 :,:4' '110t;*en le rT�' c �iG 9 ae 9 • / r to � -4x4 14-3x4 M-3x4 'M-3>•.6 0 ?d 0 .51976: 42: M-3x5(S) ' �C� FOIST - 5: : 4#C9 10-02-03 9-07-11 "9-06-11 y y y 5� -18-00 11-04-08 1 E /•Y } y VA' FR. .- O 1 1-06 29-04-08 ' dj• 'e -.89782PE • r` JOB 'NAME : LENNAR 2664-A BURLINGTON - F3 ` . • Scale, 0.2009 -=� /f. WARNDIGD: GENERAL NO 1.BWduoedoeetlon mlVeedicewild 0.sifted if all General Nome 1.710s waits, dflgow M.sn d.doePneed.mdcmetye,.mmnp.,rnSk .ndbew.n�4�1 �'',:OREGON TI NS S: F3 .and compel se a b,adrg mesh:Won commences. bwdmg axraormr4.Appddebary of design paralnetom and proper /��e (�Q 2.234 amnp esdon tent bruins mud be li mm3ad wMro chow.. meerpon.'be el component b the impenemay 011ie brrdinD deel�ot. "�,/.�-I `� fi �,�, 1•AddEOnel temporary s40e m doom r1J abudbn 2.Dean assumes ew top end bottom chords m be mend/ended al 9• A J - 4 WSW rsspwrdb@y el m.aredar.AdQtlenal pornanen Medic O 7 ed.end et la ed.napadN4y mass biome lbnuywd Nob lagle by DATE: 10/.7/2015 meoeaS.oadlueeoa dentmwwO0815 ches*wedw.ssnoj)andpdryws(BC)., //FF 0.�� • apanaAmy elan DuWkp deebno6 a.arlaped endgto9 or required stem Blew.. P/'y.�IL SEQ.: ,K1444.685 4.170 aiew be espied to erry component uda aeerd bracing and. 4.m.emllun of Mass h0.responsibility etm.nopadwa wdregm. •-ladinent ere Complete and Ono mne Node finitude greeter men S.Osalan manes tummy we be be used in•neemrtoWe erMnnmwe, TRANS ID' LINK. adgnlee"mbe applied to any a.mpenent and.80-s e,'a'y casuoe'0?as. S:Conp.7toshesna central arm t edemas no moan mby ow. S.waen names AA w.dng n of a�pena w,.�•Shim mimeo 0 'EXPIRES:.12/31/2616 bbrkaDin,Imndmq,abpmed and mdtbain or components. sue• 7,deaden name e dialogs ed."e:.Tmb Peddle to pad S.4OA)ed timnanlsbns Mardi m a Flares N01 be butted en boa odes el Ma& and pieced m Men center 'October 7,2015 TPWVfG In SCSLCOplea or wldall w9M/mudded open request 4w cotMda.thjoint coder mw MTek USA.Inc/CampaTnia Software 7.6.7(1L).E 10.Fa6bl8 c connector plate sd.due Muss a..809-1311,ESe.loea wok) This design prepared from:computer input by • Pacific Lumber and Truss-BC LUMBER SPECIFICATIONS TRUSS SPAN 10'- 0.0". ICOND. 2: Design checked for net(-5 psf).uplift at 24 "oc spacing.. I TC: 2x4 DF 010BTR LOAD DURATION INCREASE- 1.15 Be:: 2x4 DF e10510 SPACED 24.0" O.C. Design conforms to mainwindforce-resistin g - system and•domponents and,cladding ciiteria. TC LATERAL SUPPORT C. 12"0C. DON. LOADING EC LATERAL SOPPDRT 0-12"0C. 0054. LL( 25.0)+DL ( 7.0) ON TOP CHORD- 32.0 PSF Wind:140 mph, h-15ft, TCD1.4.2,ECDL■6.0,,ASCE 7-10, DL ON BOTTOM CHORD- 10.0 PSF (A11 Heights), Enclosed, Cat.2, Eip.E, HWFRS(Dir), TOTAL LOAD- 42.0 PSF load duration factor-1:6,. Truss designed for wind loads LL- 25 PSF Ground Snow (Pg) in the plane of the truss:only. LIMITED STORAGE DOES NOT.APPLY DUE TO THE SPATIAL REOUIREMENTD OF-IBC 2012 AND IRC 2012 NOT:BEING MET. Gable end truss on continuous bearing well 00N. M-1x2 or equal typical.at stud verticals., BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP Refer to,CompuTrus,,gable end detail'for AND BOTTOM CHORD LIVE LOADS OCT NON-CONCURRENTLY. complete:specifications. 3 -1 12 6.00 0 r 0 N �' PAUL. . a ,p' 9 C M-3x4 : • het• , ,_ '�0 • ��� • /v.,r a 0 G51=9.7Cr �, - .. ' Off. .�crs�� �- i-06 10-00 • .rg . ~i� r •'Q`' . ,.:97-82-PE— r.: JOB NAME:' LENNAR 2664—A BURLINGTON — F4 Scale: 0.5006 :' -- • ' .WARNINGS. GENERAL NOTES, unless emnrAu nowt ''-• �' S T I.LlSS• F9 1:'RUtdereid.ripbn cwwnper amid be minced ofall Dees.]Bore: 1.Taal can b b.eed only open M. •."... . p..n.p roe t mandmop. drlm�i 9 OREGON '■� • ;and banap.beare tMSandM bo bringer/ buildbig awnporonLAnentis h r design panmsW.andpmpvr ���Jj� !A((- (} 2.2x•mmpsssbe..abhnrbg miir be lrrdemd Mara itro.m•, Incorporation el Cm and beam na amnia enefur tly brined I "t/� •'(iO 3.',Addabrol binomial bracing le boo.global dung ewwrvpbe 2.Design mammas mo mp.rd ba0am pnrd,b M bIM!pl bxad p • ..20914:..."1 R 'i_ Is the ncp.sshary erlM.roctw.Adddaal'p.mimrn bracing el• 2'on.Sre.it 10..aro.p.dN•tj uileea braced throughout Melt brgth by -"� __`` '.- DATE: 10"/7/2015 m.owing asacb,r•h tho respon.blIy or the bulking designer. continuous tinned•heembp wen l b p rat re eb°emhp(re)andter dryxagBtl. �V• _ SEQ.: K1444686 aBobad.muNbe.ppe.dla anysompoee,tud.nsralbu ;aldoolOra isUmrwmralyMM.wwnaaw.. '1: •�j/{U` Gp and .,hpbmalon a(pussbm.ntpob.:sly orms rro.fs•CarCapsr. i faaenornen Complete°M sl ndgm.should any bade monist Ran 5.Design esswnes bums are b w used b•naKOrnaM ontkoment. ;design mods b.spplbd b cry eampa.M. .Man On*dry mndllovn of use. TRANS ID: LINK a wdgn mimes Adba t.g.e S Campu7nahesimeo[eolwarand...Irmaromaitin�geybrRr "�° �°"°°"'°i6""^°'�'e�" 'EX PIRES: 12/31/2616 om.., mhrtatlo°,hanabp.shipment nndbabdaWn of.contimiumta. .T.Design essumebadadusn debase a provided. October'7;2015 6.*Ma d.stgn h bmthad waned time DMalbns an brat by 0.Plates slug be m both bats Minns,and paced w Moir center TPPWTCA b BOSt.sepb.ofshbh W be added upon nWnt bras epindde aM Mint maim Ines. MTek USA,IneiCofpuTrus Reiterate 7.0.7SP2(11)-E 10.DMA.Indiana Mb bask connector le d.bads Male .Oil wilssssee E6R-1311.ESR•ipga(lOTe17