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Plans RECEIVED of n^':3 CITY OF TIGARD BUILDING DIVISION JEROME 1-503-901-2301 12650 S.W. MAIN ST FRAMERPH. $ TIGARD OREGON J.R. JOHNSON ___J--/— 6/12 PITCH SPAN 3/12 INSIDE STUB TO 27-10-12 5 1/2": SEAT-CUT BOB GILLIS 2-0-0 0/H ARIEL TRUSS 16-08-08 SPAN 25: SNOW 1-350-281-0518 OA- G/E 1/ COMP. O VES —NO ;. 12-02-04 f .._ QR/Sir 1111.111111 SHEETED GABLES - c GABLE ' I o QGIRDER G3 / t TUBMills-00 all,� 2 r 5 a�ll,ai�ital �O- . STUB o 1 1 'MMISIMIF 1 ', 1 o 0 • II j UiIIi.IiaiiN3 4; "iii7lik �G/E �- I Z- . ' L. _ ,„ ' , en 10 ' ,' IIIIIIIII , cm2 ' 4OF 111111111 11111111111111 it o, } i I ' ' ' ' il _ _ __Lommurengai Mom --: . • _...,,._ • a ----1 VENTS M111111111111111 9-f 06-OB --- 9 —BLOCKS Me i _H-CLIPS I ___HANGER ".°"" _–„ 6/E E. 14-04-00 AN n 23-10-08 ,)t n a lVINO E ONTAKENabsnot r,MAKEC7RRECTIONS 0.04,4odlUOKM has'b __ {S NOTED �tnarOonhuOt Tanta is Sated W vWpo OTJor n O REVtSf.AND RESUBMIT fopr 6CEY9a L+n'.07RaiM1 RlesaYnatKj.ant DREJEC T ED =maim;b the Myra rrnNeei Amigo N Of*#O ntrrne 106 two as nt n albs glen Vo the calatr =OW Cafe argiaCt,0180ae1BJ Pio MaaootOowa+wa J2 CONSULTANTS.A1C. /KIN a This design prepared from computer input by ARIEL TRUSS VANCOUVER, WASHINGTON-CODY UNSER SPECIFICATIONS TC: 2x4 OF FICATR TRUSS SPAN 20'• 4.1. BC:TO: 2s4 OF a18BTR LOAD DURATION INCREASE = I. Design conforms to main diedforce-resisting SPACED 24.0' O.C. system and components and cladding criteria. TC LATERAL SUPPORT c= 12'OC. WN. LOADING mind: 110 mph be20ft, TCOI=4.2,BCDl=6.0, ASCE 7-05, BC LATERAL SUPPORT <e 12'0C. UON. LL( 25.0)+DL( 7.0) ON TOP CHORD= 32.0 PSF Enclosed, Cat.2 Exp.B,duration t DL ON BOTTOM CHORD= 10.0 PSF interior toms load wind loads factor=1.6, Connector plate prefix desi nators: Truss deli C,CR C18,CN18 (or no prefix=CompuTrus, Inc TOTAL LOAD= 42.0 PSF designed for find loads Yr in the plane of the truss only. Y,M26HS,Y18HS,M16=MiTek series LL = 25 PSF Ground Snow (Pp) Gable end truss on continuous bearing mall UON. LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL 11-1x2 or equal typical at stud verticals. REQUIREMENTS OF IBC 2006 AND IRC 2006 NOT BEING MET. complete specifications. BOTTOM CHORD CHECKED FOR IOPSF LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY, 14-08 14-08 12 I i M-4x4 12 6.00 !)' f uu0 lIlli.il . Iklibib . o ::...............,...,.,.,.M,....�.,,...,,....,., ... ,...,,., ...... ..::.... .......................... MHS-3x6(8) 4 o M-2.5x4 M-2.5x4 y y 12-00 17-04 .1' 1, 2-00 y 29.04 JOS NAPE: JEROME h ARD - Al Scale: 0.2717 y���r�p PRpFFSS WAISMMla: GENERAL NOTES.unless Wean*ndad: .. .. I.Bolder and recwn commander should be Wesel a as General lidos I.This design te based only upon the p.r:,=..o sham and a toe an 5Mdwt C� �f'IN�F a fay Truss: Al and Warnings Pecos mnmumom commences. �dyw component.A��a,y at aeon p saner.,,and �, Z.tad cort,preation■ro brapq mutt De instated Ware Morn• x,ddrpdrabdn of component,s the reaponstaty a the boedn designer. ) DES. BY: E E a.Aadewoi trnpr.y txarnp d aov.atabxay a a g mnsinrclrx x.Design wawa die top and scam cholas a a ba«aer traced a< 1. e the respdn.Eexy of tat rector.Additional berrr,ar,snt bracing ol z o io end al as o c.such arespeos py untesf tomcodealta(TC) a doe i w.itex,ow erwatnnp such as pyenxd DATE: 9/13/2013 the aw at uclu m b the responleaxv a the wadeq deeps. 3.b Impact bridging or Ater map read e mow ywe 'ORt ioN a.No ted sapid be appal to any component unix May es bracing and 4.tnstaabon et bass b me re SEQ. : 5662003 ta,anre are damptrm bad et and two Mads any toads peer atm, s.Desfpn auuna tresses ra b Wew.d n athe' wera environment aetip,toads be wiled to array mmponere, and are fa'dry cdndlbn-of use dyGG1 N 26,,�'�,tq= TRANS I D: 379152 S.Compared no dorm,°ow erg a>awes no reeponaptity for du 6.[Stage sutra tie beating el ax supports snow Stam or recipe Iadiorwn,handing, �ard maraud+a components, r De gra a / I X1 1 W°° to Furnished p- ,*i heforte nof a a �a�dWa,m. e °R'��� �5//5/13 rntnrrcA n ecst, pea cenle bats, 9 Dgea',skate We a plate in en°rs. NNTekUSA.Inc.lCompuTrusSoftware 7.8.4-SP4(111-E laFrtaaccontectdrsate design aakoi seo tSR•13rI.ESA-19a7164Le° I EXPIRES 6/3011 1 111l111 r ' This ` design prepared from cOmputer TRUSS VANCOUVER, WASHINGTON-CODYut by ARIEL LUMBER SPECIFICATIONS TRUSS SPAN 28'• 0.8' TC: 2x4 OF a16BTR LOAD DURATION INCREASE = 1.15 Design and to gain and cladree-resisting BC: 2x4 DF 111878 SPACED 24.0' O.C. system and components cladding criteria, Wind: 110 mph, h.20ft, TCOLa4.2 SCOL=6.0, ASCE 7.05, TC LATERAL SUPPORT<= 1211,C. WN. LOADING BC LATERAL SUPPORT <_ 12'OC. (IOM. LL( 25.010X( 7.0) ON TOP CHORD = 32.0 PSF interior zone,Enclosed, Cat.2 Exp,B, M1FRS, DL ON BOTTOM CHORD • 10.0 PSFford duration FRS, Unbalanced live loads have been TOTAL LOAD • 42.0 PSF inuts designedfth wind soons considered for this design. in the planee of the truss only. Connector plate prefix des/Gnators: LL .25 PSF Ground Snow 17111 Gable end truss on continuous bearing wall UON. C,CN Ct8,CN18 (or no pretax/ =CapuTrus, Inc LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL. 11-1x2 or equal typical at stud verticals. M,M2OHS,M18HS,M16= MiTek MT series REQUIREMENTS OF IBC 2006 MD IRC 2006 NOT BEING MET. cofpr to specifics gable end detail for complete specifications. BOTTOM CHORD CHECKED FOR IOPSF LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. 14-05 13-07-12 T 12 6.00 141-4x4 12 '- 41 - 6.00 4.1 0 m 1 .o o� 6'k I c . NHS 3x6(S) M-2.5x4 i y j 11-09 16-03-12 y 28-00-12 l l 2-00 JOB NAME: JEROME TIGARD • A2 Scale: 0.2826 ��sD PROc , wARNRIGs: GENERAL.NOTES.r+i.asoeeninSenates: ... 'G?< 1N s� 1.80424,and erection=twice eiapd be srM.d of as General Nares 1 Trus design is based cry won the pannnann Shown nO h fa an M,Wk oat 141 4, ``. 'y Truss: A2 and warnings bean construction=manors, bWdfp rpepaw t Applicebiiy of design parameters end 2.2x4 compassion web testing must be FIUYd*tare shown.. ^oorpprakc of carrGaner6 es(he resporuaity a do buwug aeegrw. CC ! Ra DES. BY: E E 3.Ad elOnel t w7 asap to im".ueo4ey 664'6 mnWUCpon 2.Design assume*the top and bottom nygrda to be Wereay braced N "� 1� - e the reap:tidily of the.reblor,Additional pNrtwnnt bracing at 7 o c.and N 1V oo numeral,ns unless braced exousbout Neer Iengrn tri 1 DATE: 9/13/2013 dn.wen*ebyaere h the nsponanbiiy of en buld49 dello er 3. continuous Waved shutting g such es py1Aoo0 f1n'N"�Ct�'"r°r1y`YeCt' r" ..No bad metal w applied to ern oompomM Lind ane ell aSiZc mw Lateral epoibraabitiing at he Mare dm's co.. SEQ. : 5662004 *we,are a and ..De i,ebdfl a es trusses is es te.pona use a w r.apeca,.owe-actor. OR 'if an0 N ro ems gutty bade peter Nan 5.Design alewives eusws a.b be used h•nofrmo*ive emr4o,.rnenLL e• TRANS I Q• 3 79152 s design load*be appal to an,component a and aro br"dry condition'of we. GAY 2s,,90 • Cmw,Trus tw no control am IMO Moron no r.spernioiity for the -Osspn asa,anes M tnatiq N as wPD=rte atwwn.shim ter wedge d -fr Q rabr,catlon.hand*%,shipment end laudation ol mmpon.nts. ,. to/ow cringe n provided. �J�A.J pH��� S.Thr*design a Iwnet ed s+rt Sri to Ne Wreuan sal toro,by e.Nees shalt be ed m can htes of trop, +d Owed io Her Corsa, /y r'�',�'3 �'i IlNaaa�■1ii• TPNNTCA n SCSI,Cepres or wmU w.l he esnnhed upon squeal. *nes conude*et OM!aura kms. II.+. �ITekUSAlnclCompUTrus$oftwarol,6.d•$P4(il!•E O.ForW MINNsae OWowe0ed;y2`,'e sseeESR•1)tI.ESR•1938(Sird1 , EXPIRES 6/3011 AppA1 rIYN111 , This design prepared from computer input. by ARIEL TRUSS VANCOUVER, WASHINGTON-COOP - LUMBER SPECIFICATIONS TRUSS SPAN 29"- 4.0' IBC 2006 MAX MEMBER FORCES 4WR18OF/C 1.25 TCM TC: 244 OF e18BTR LOAD DURATION INCREASE = t.15 1. 2= 73) 57 2. 7e -304 85 7- 3q 1561 541 BC: 2x4 OF AII8TR SPACED 24.0' O.C. 2- J=( -161 473 7• B= REBS: 2x4 OF STAND94 86 3. 8-f -133) 879 LOADING 3- 4=( •624 210 8- 9= -240 627 8. 4=( •378 224 IC LITERAL SUPPORT c= 12'1x. Utltt, Ll{ 25.0)+DLI 7.0) ON TOP CHORD = 32.0 PSF 4. 5=(.1328) 437 9. 6= -484 1324 4. 9•tt -147) 832 BC LITERAL SUPPORT c- 12'00, bOW. DL ON BOTTOM CHORD. 10.0 PSF S• 6=(•1583} 613 9- 5•( a88t 308 OVERHANGS: 24.0' 0.0' TOTAL LOAD= 42.0 PSF 11 = 25 PSF Ground Snow (Pg} BEARING MAX VERT MAX HOA2 ERG REQUIRED BRG AREA Connector plate prefix designators: LOCATIONS REACTIONS REACTIONS SIZE 50.18. (SPECIES) C,CN,CI8,CN16 (or no prefix) = CompuTrus, Inc BOTTOM CHORD CHECKED FOR A 20 PSF LIMITED STORAGE 0'• 0.0' -821 2830 -176/ 156N 5.50' 0.45 OF ( 625) Y,M20NS,MIBHS,M16= MOOMTseries LIVE LOAD AT LOCATION(S) SPECIFIED BY IBC 2008. 9 • 4.0' .130/ 1985V 6/ OH 5.50' 2.32 OF ( 625 THE BOTTOM CHORD DEAD LOAD IS A MIHIYW OF 10 PSF. 29'• 4.0' 130! 985Y 176! I56H 5.50' 1.58 OF ( 625 Design conforms to Main rindforce•resisting system and components and cladding criteria. Nino: 110 mph, 11=20ft, TCOL=4.2,000L.6.0, ASCE 7-05, Enclosed, Cat.2 Exp.B, MWFRS, interior zone toad duration factor=1.6, 14.08 Truss designer;for wind loads 14-08 in the plane of the truss only. f1' 1 7.07.07 7-00-09 7-00-09 7-07-07 1 12 1' 1' 1 6.00:: ' 11-4X6 12 6.00 4.0' 4 .r-( f- Nf� U-3x8 14-1.5x4WS0 co' , - o 7"- 8 m • 90 4 2.5x4 U•2.5x4 M-2.5x4 11-3x4 81.2.5x6 v6 0 UHS•3x64S) y ), 1, l 1 6-07 3-04-10 9-04-12 9-11-10 12•00 j 17-04 ' l l 2.00 !PADYIOE FU BARING !t= 2 7 6) 29-04 r JOB NAME: JEROYF TIGARD - A3 Scale: 0.2492 �¢EO PROF�c�,P WArtmwoe: ... GENERAL NOTES.unless Worms*roast ..._.. _ .. ... _.._. , I.B, 4..d erection contractor should be whirred a at General Hobs I.This disco u based only wan ahs parameters.town and a for an naregu. ��5 G1Hfi Truss: A3 and Warrens gmwo anTAppgcabiyeI F, ti .merge eaora construction commences, 2.244 compr.atim web bracing moat be n.Wbd whore shown. eoaPoraaom a component.the ra m P•••°r•anti Preps tV DES. BY: EE 3.Adat ow s.roewry"Ma Win.'".ubaar aor.g oon,buct on 2 Canape mamas this Icy and beam unless hi"m Dly s laterally iced trading CC 1 u brae resoon.eey a the areaor.Aeareanal permanent oraa*g ol z cm.+d.es o rc r such unodaa Orac.d(TC)ino,d.ref to 1 s DATE: 9/13/2013 M overall 51=0.18 h the responsibility d Me ca C Brous a1gaQ tg sr Ct as plywood wae.ev{tol.nd a dyw+"f�cj' burbling U kine.. 3.b Impact nb7^0 or laterad twenty;Waited where Knorr.. t No rood Wald be espied m any component unci ager am Organs and 4.Instamnon a truss n Use respalsbacy el She respective aedrada. (�•,t t SEQ. : 5662005 twins..e co,ost.amd gm tee supod.y low.row than s.Design IMAMS anew.,.,a be used m a her. .environment �G ��' TRANS ID: 379152 assign Waft b.apm`.dtoarycompon'^t 6.amdv l«;e:,aonaban'ofva p17474, < �9 ? s Cer porn S hes ro conal over and aurin.,no response:S y for thehes"al ill ar,ppan,shown.Shim a wedge a lrI M 26 r ,`Q 40rtcaam.handing.sripme nt end installation a cormorants 0.00, � 6.Tris usage n Ra lobed subsea tom.Imitation set tam oy a Rates be locaassumes ted D�iares"truss,s w provided. Wea.dw.naemnbr A. M ,; 111111111111 ,' TPWITCA in PCP.%agbs of tench nil be R+risned r lam candor arses ,1] ,�'�� /t7 I! 11 I1 UU MTek USA,Inca wee request. A noacne sae a plata n riches. car„at,rn,ssom.,are7.s.asaat,L�E t0 farLaic connector plebs desigswooer.weESR-1311.ESP.,9ae()Nrek} EXPIRES 6130115 NMI r . This design prepared from computer input by ARIEL TRUSS VANCOUVER, WASHINGTON-CODY • - LIMBER SPECIFICATIONS TRUSS SPAN 29'• 0.0' IBC 2006 MAX MEMBER FORCES 4MR/GDF/ '1.25 TCY TC: 2x4 OF/IQBTR LOAD DURATION INCREASE = 1.15 I•?= 2210 827 I-B' -865 1857 2.8= •400 280 BC: 2x4 OF 416616 SPACED 24.0' O.C. 2.3= •1967 655 6-7ef•442 1244 6-3. -1351 749 WEBS; 2x4 OF STAND 3.4w -2004 664 7.5.+-683 1918 3.7= -150) 609 TC LATERAL SUPPORT<= 12'OC. WN, LOADING11) LL( 25.0)+OL( 7.0) ON TOP CHORD = 32.0 PSF 4'5'('2258 838 7.4= -450 299 BC LATERAL SUPPORT<= 12.0C, UON. L ON BOTTOM CHORD= 10.0 PSF Connector plate prefix designators: TOTAL LOAD= 42.0 PSF BEARING MAX VERT MAX NOR! BRG REQUIRED 8R0 AREA C,CN C18,CR16 (or no prefix) =CarpuTrus, Inc LL = 25 PSF Ground Snow (Pg) LOCATIONS REACTIONS REACTIONS SIZE SQ,IN, 'SPECIES M,62011,1118115,1116 :MOO MT series0'• 0.0' -168/ 1307V -156/ 156H 5.50' 2.09 OF ( 625 BOTTOM CHORD CHECKED FOR A 20 PSF LIMITED STORAGE 29'• 0.0' 1681 1305V -156/ 156H 5.50' 2.09 DF ( 625) LIVE LOAD AT LOCATION(S) SPECIFIED BY IBC 2006. THE BOTTOM CHORD DEAD LOAD IS A MINIIUM OF 10 PSF. Design conforms to rain rindforce•resisting system and components and cladding criteria. Mind: 110 mph, h=20ft, ICOL=4.2,8CO1=6.0, ASCE 7.05, Enclosed, Cat.2 Exp.B, 11101S, interior zone, load duration factorl.6, Truss designed for wind loads 14-04 14-08 in the plane of the truss only. 1 7.03.07 7-00-09 1 7.00-09 7-07.07 12 6.00 2' Y-4x6 12 �,7 6.00 4.0' ..` 3 l� 1.1•1.5x4M•1.5x4 o a 11111111111111\ bee a eL oma, 8 7 rt CD M-4x6 11-2,5x4 UHS-3x6(S) I4-3x4 IA-3x8 r.5 9-07-10 l 9-04-12 y y 1, y 9.11.10 11-08 17-04 l l 29-00 GE REQUIRED AT HEEL(S). Y MEO JOB NAME: JEROME TIGARD • A4 Scale: 0.2717 ���V PROP$ WARNINGS: GENERAL NOTES,uvess°thermne noted' - 5 GIN rL. ©w 1.&ilaer and eraann caxraom Mae be advised of cal General Nates 1,Taus dawn 4 based only open the parameters sham rod b for an individual , e `l• r! Truss: A4 a1.wrnnpa before oansm,alm mmrrres. d+ Pain;steerage*atop proper o. �(i 2.204 compression web b. `D oorrporeent.Applreabr4y a acn9 must be nslatNd where shown.. nowpizntion d ccanponrM is the resprygYy of the DES. BY: E E 3..A 440 4l temporary owing 67 r0100 rubsay avno crmsWggn 2.Design assumes the top and bottom anal**be Wanlytweed el dewier ( r ' Ss fN nsponsbah a Uig erector.AaQOcxer permanent bating d 7 o contnuousr Id o.c./aspaatsry*Pea awed tlnao�qut mer k Of pki .lk i4 t e. DATE: 9/13/2013 are overall structure Is the respansbaiy a w Wilding designer 3,2.Impw tat latera brno rss,suds as equired where showwnt'.•"a1. cl / 4.Na wed should oe applied to any component wva atter di bracing and 4,tnraaanon a mna!s tM nmensiblny'd the reweave contractor. - VCR' • - SEQ. : 5662006 tacs*nert are compete and at rc time s+wutd any wad:pleats man 5,Design assumes buaw$re w be used n a ron carou.e environment ©n 4i4 ,g0 �, desgn lords be applied to any ComPenenf and aro to'dry condition'a use. TRANS I D: 379152 5 Cot parte Nis ro dental over and phones nes resbonsAniy a. "bakaai r auppods Oa"'Stra'0,1.0090 9G 26 ,`U necessary fahnnotidn,funding,sbipnrent amu nstaaaton d components. 7.D 1A ��' 8, thee Meats'b MnWred sub(eeu to the aetitaiena eat forth ply a Plates shW be bested on bolts faces of mops,and placard so bene caner GGlln /1. �ss /`3J,3 i, TP WVTCA n BCSI,copies of which will be MnisheO upon mciornt. ales coincide with- f termly ores, �'1 5' 1� ilium MiTek USA,Inc.! 9,For law corrects prengn vas EXPIRES 6 0/I CompuTrus5ofNrmre7.6,4•SP4(1L}E 10Fabaa[rnruresorpatedesignvaxresseeESR-1a11,ESR•19ea(6riTekl r f} l 111 r r This design prepared from Computer input by ARIEL TRUSS VANCOUVER, WASHINGTON-CODY LUMBER SPECIFICATIONS TRUSS SPAN 29'- 0.0' TC: 2x4 Of 118BTR LOAD DURATION INCREASE = 1.15 IBC 2006 7AX-589) 850CES 2. -I27 65 TCM BC: 2x4 OF a1SBTR 2. 3={-2918 705 7. 7= 1149 3053 7- 8=•1270 596 10- 5=(•St4 107 WEBS: 2x4 OF STAND SPACED 24.0' D.C. ? 2- 3=(-2916 1105 7. 6= •1140 3053 2. 8= 0 257 LOADING 3. 41.1780) 682 6. 9= •1134 3048 2- 9= _527 199 TC LATERAL SUPPORT<= 12'0C. UON. LL( 25.c. 7.0) ON TOP CHORD = 32.0 PSF 4. 5=(-1763) 659 9.10=1 -571 1394 9- 3= 599 1856 BC LATERAL SUPPORT<_. 12'0C. UON. OL ON BOTTOM CHORD= 10.0 PSF 5- 6=(•19841 824 10- 6=) .661 1629 3-14'( 59 313 TOTAL LOAD = 42.0 PSF t0 4'1 357 214 Connector plate prefix designators: BEARING MAX VERT MAX HORI BRG REQUIRED 8RG AREA C,CN C18,CNIB (or no prefix) =CoapuTrus, Inc LL=25 PSF Ground Snow (Pg) LOCATIONS REACTIONS REACTIONS SIZE SO.IN. (SPECIES) U,M26HS ,M18NS,M16=MiTek MT series S) LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL 0'- 0.0' -168/ 1218V •156/ 156H 5.50' 1.95 Of ( 625) REQUIREMENTS OF IOC 2006 AND IRC 2006 NOT BEING MET. 29'• 0.0' -168/ 121810158! 158N 5.50' 1.95 OF ( fi25) BOTTOM CHORD CHECKED FOR IOPSF LIVE LOAD. TOP Design conforms to main windforce-resisting AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. system and components and cladding criteria. Wino: 110 mph, h=loft, TCDL=4.2,809L=6.0, ASCE 7.05, Enclosed, Cat.2 Exp.B, WAS,interior zone, load duration factor=t.6, Truss designed for wind loads 14-08 14-04 in the plane of the truss only. 1' 1' 1' 7-09-02 fi 6-10-14 5-03-12 4-05-09 4-06.11 12 1 6.00 M 6x6 12 t:: 8.00 6.0' f 3 iu/10444 5 1.5x4 5.3x8 4 co c=. ` r` 5.1.5x4 ata �r/�" =5-6x6 iiiiiii M-1,5x4 A.C r-fere �A ` -11011.1 ,` _ rig 1 evi 7 !0 5-3x8 5-5x10 M-4x6 E -M-5x12 3.00 3.00 12 12 k , l r J 1.04 6.08 2-07 9-03 9-02 3' i y 3' k. 1-04 9-03 9-03 9-02 1' 29.00 WEDGE REQUIRED AT HEEL(S). y JOB NAME: JEROME TIGARD AS Scale: 0.2467 <��OPR0, , WARNINGS: GENERAL NOYES,unless oebrwisenoted: ....... . Hca �, ,,GifVt'�,., vi,. t.Slider and Neuron conesc(or snouid be advised of as General Notes I Thor design is basad orgy upon the parameters shown and le for an adniduai C Truss: A5 and Warnings before construction commences. design parameters and properlitt (Cr 2.put compression web bracing must be instated where mown• poraaoo a oomP°"is the rresportsawty or the holding designer. Ct DES. BY: EE 3.A0*Oonat temporNy waooq m insure Ofubedy dwirq batswix;9be 2 Oesyn assumes w.rob and mean unless braceda b be laterafy bread et of 1 ' b the reo ns Hay of the erector.Aoditcnat permanent bracing of z Deme and at iV o.c respectively thrnghee their length by 1 DATE: 9/13/2013 the awenN struciwe is the responsibility a the butdeg designer 3 continuous ibnang such as Arwood sheathing(TC)ander dywax{a BC) OR a.No toad ahotrd be appged fo any component wee after at nw+a bridging is there tooal a required where shown•a OR' •N bracing a.Gessiaaon ofestibtM oto eloaofateraapecoweenndor. ‘1L f4i SEQ. : 5662007 fss6ette s are oat wets and e ro tina Void y loads treater than s.Des p assumes to stem aro to used n a na>eonoabe.mvamem. D L '\9� '� design bads be control to mycomponent and are for*dry condition'of use. TRANS I D: 379 152 5.Con ptnTNs nes no Dawe aN and assumes no rospons bi ty for the 6.nec g eaetatw hr4 mea i g a as euoports Brown.91 an o wedge a y r 26. C) 6. fabrication,ishanuding shipment and installation of components. 7.Des assumes adequate damage is providedLid 1 rt ` designsudect N the Mtsseons eat torah by 8.Prates shad be located on both faces o truss nrard priced so ma•center 4'J v�� G I i3// 3 Tptmn TCA SCSI,copies of winch wit be furnished updr,fringed. rebs candid.with foie aInes ros.L1111111', �� AsiTek USA.Inc./Campania Software 7.6.4SP4(1L).E w.°«�basc ca„bcttorofplata in riches EXPIRES 6130115 plate atyn vaWs see ESR-131 t.ESR-t9a8(threat IINThis design prepared from Computer input by ARIEL TRUSS VANCOUVER, WASHINGTON-COD) LUMBER SPECIFICATIONS TRUSS SPAN 27'- 11.8' TC: 2x4 DF et&BTR LOAD DURATION INCREASE = 1.15 IBC 1) MAX -MEMBER 521 FORCES SRR-G 2m-2712)5 TOM BC: 2x4 DF etABIR SPACED 24.0' O.C. 2-.3e( 751 58 9. 9= .492 2424 1- 9= -2.42) 1313 WEBS: 2x4 OF STAND 3a •2759 075 9.10= •493 1228 3- 9= 43 318 LOADING 3- 4= •2953 1076 10.119-571 1649 4- 9= -415 238 TC LATERAL SUPPORT<= 12'0-2 1pN. LL( 25.0)+Ol( 7.0) ON TOP CHORD = 32.0 PSF 4- 5= -3017 1121 11. 8= -568 1652 9- 5= •677 2031 BC LATERAL SUPPORT<=12'0C. MON. DL ON BOTTOM CHORD= 10.0 PSF 5- 7= -1577) 590 5-16= 298 355 TOTAL LOAD= 42.0 PSF 6- 7=(.1979) 586 0- 7= -349 180 LETINS: 3-00-00 0-00-00 7. 8=1.1979) 7151 10. 7= •349 92 LL= 25 PSF Ground Snow (Pg) 7.11= 0 243 Connector plate prefix designators: BEARING MAX VERT MAX HORZ BAG REWIRED BRG AREA C,CN 018,CN13 (or no prefixi =CoepuTrus, Inc LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL LOCATIONS REACTIONS REACTIONS SIZE SO.IN. (SPECIES) M,u2085,M18Ns,Y16=UiTek M series REQUIREMENTS OF IBC 2006 AND IRC 2006 NOT BEING MET. 0'- 0.0' -162/ 1175V -136/ 156H 5.50' 1.88 OF 625) BOTTOM CHORD CHECKED FOR IOPSF LIVE LOAD. TOP 27'- 1128' 162! 1175V -136/ 156H 5.50' 1,88 OF 625) AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. Design conforms to main windforte•resisting system and components and cladding criteria. Wind: 110 apn, h=2Oft, TCDL=4.2,BCDL=6.0, ASCE 7.OS, Enclosed, Cat.2 Exp.B, McFRS, interior zone, load duration factor=1.6, Truss designed for wind loads 13-07-12 14-04 in the plane of the truss only. 2-08-10 1-10 { 3-10-14 5-02-04 3-11-12 4-10-01 5-06-03 12 12 M-7x8 6.00 10.3' 10P' ,.2. M•1.5x4 M•1.5x4 co 0 r; M•1.5x4 M•2.5x4 M•3x8 /ijIIIIII��s � MHS 5x6 N•7x8g E. or. IC 1 - �}�ij $ �y�e O CD tO8 M-5x10 M-111 5x4 M-4x6 ---- 3.00 3.00 12 12 J, l f l ), 8-05-08 9.00.04 5-01-09 5-04-07 i y y >L 8-05-08 9-00-04 10.06 J., 27-11-12 WEDGE REQUIRED AT HEEL(S). JOB NAME: JEROME TI6AR0 - A6 Scale: 0.2270 QrGD P °PEs, WARNINGS: GENERAL HOTEvtM unless NC:). sole eenoted: � F. `�41 A6 t.Budder and swam convector should be advised of all des*,s Genet&Notes 1 The desbates onwam y on the perimeters gown sea n for en indirnuat G� � 'y Truss: am ort were Warnings before oa ts commences.tncea bustling component.App cabYs y of perimeters pemetedna proper 4r ,l/ ` 2.2x4 compression web bracing must be instated YAWS ttven•. aiCerpdn6brl d component n if*responsibility of the R 3.AddeaW tanparary Mom b Tuve stably dump constnxoon 2.Dasgn assumes the top and bottom chords b be lateral),114/446 / •• ) DES. BY: E E al Me reaponsiwry Otto erector.Additional permanent bracing d S ti c and ET oc�.nspeSuch;Mrypy oraud Nrovyho,a their o a DATE: 9/13/2013 the anal atnrchos is the tespohsoiay a the bued+p designer. 3.24 Impact bridging or lateral tracing required wood -shown rjandor.r. WBCfy 'n nf, 4.No oad should be void to any component Lora aver as OR)B Co SEQ. : bracing end 5.Design a W esu is es to be use d nue nepxttve a en w tint y SLQ. : 5662008fsacersra wrs anplata swig no tine should smy owes gaster tMn S.Design assumes Inman ate to be used r<a nrxrearroerr.enrrmnsmt. G 0 TRANS ID: 379152 5 defpitoads b°'ow»0many cdmpasn, e.and ate tor condition'ofe) 4).26t�9 h` Con.Tnrs Ins..wow over end mesons ro ren onet ay for the ne sign s fuli beamg el at swoons shown.Shim or wedge d •1 A" tabkadwl.hanks,shipment and nstaaateal of components. proved f r14k 6.Thal design a Waned sugact to the ameations set forth by a ales than de located ban,Design assumes adisgaate )tone not buss,and paced so then center ��, J V`'��G% ; TPt4YICA n SCSI,copies of whadi wit be furnished upon request. Imes cosode*Oh Om center ones :1 u' J":r 11 amok USA IrtcJCompuTrus Software 7.6 4•SP4(1L)E to Fa�tusc z plate pate n ncMs deur rsh.es be E614•1311.ESN-1988 DANA EXPIRES 6/30115 �� 111 This design prepared from computer input by ARIEL TRUSS VANCOUVER, WASHINGTON-CODY LIMBER SPECIFICATIONS TRUSS SPAN 16'• B.5" Design contorts to Main windforce•resisting TC: 2x4 OF e16BTR LOAD DURATION INCREASE 1,15 5ystee and components and cladding criteria. BC: 2x4 OF S186TR SPACED 24.0' O.C. Mind: 110 Mph, h=20ft, TCOL=4.2,BCDL=6.0, ASCE 7.05, TC LATERAL SUPPORT s= 12'0C. LION. LOADINGCat. BC LATERAL SUPPORT n. 12'0C. UON. IL( 25.0)+Ol( 7.0) ON TOP CHORD= 32.0 PSF Enclosed, one, Exp,B, vans, DL ON BOTTOM CHORD= 10.0 PSF interior zona, Toad duration tactor=t.6, .0 PSF Truss designed for wind loads Connector plate prefix designators: TOTAL LOAD= 42 OL C18,CNI8 (or no prefix) =CapuTrus, Inc in the plane of the truss only. M,Y2oNS,m1SHS,Y16= MINX YT series LL =25 PSF Ground Snow (Pg) table end truss on continuous bearing wall UON. LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL 14.1x2 or equal typical at stud verticals. cotpr to REDUIREYENTS OF IBC 2006 AND IRC 2006 NOT BEING MET. sgable end detail for pecifics complete specifications. BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP ANO BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. 8.04.04 8-04-04 12 fi 1' 6.00 HM-4X4 12 f— 6.00 Ok E.f C, tis d Cs /1111111111111111 14 G =+A v H►r 1O M-2.5x4 M-2.5x4 1 y 2-00 16-08-08 2-00 JOB NAME; JEROYE TIGARD • s1 Scale: 0.4160 ��¢ O PR0 c. WARNINGS: ..... GENERAL NOTES, s°demisenoted: .,,c,? i 1.Solder and erection convector should be ad.ted a an General Notes 1.This design et bared or*, m y upon parameters shown and n for an e, a 0Nidu �GtP1EF. ay Truss: B1 and wasps before nu,anon ca vnences tubing component nppl,c,sty a design parameters and Chaser 'v (Cr 2.2.4 compression web bracNg must be Installed where shown• ntarpreahnn docaponent an responsiality the DES. BY: EE 3.AdditigWtemporarybreastminsre•labatyduringwhstructon 2 D"2"a n + be *bidperaceddoors( r1 1 /, ntie,eepdnab+royof the erem.Adabo,w zd anda,00c permanent signep a r•sp•�eN*Naas braced enwghwt naew�m OFocien DATE: 9/13/2013 the overall Ouches is the raspmwasy ca the d=one designer. 3 2.Meaduou sheath ng such *read a•aingfIC)anger drywaNBC) �/ 4.No toad �sawryotaimtnwstcwn.. nT /� eater t am 4.Gesgna ss a buss is the re to a use d Mrs respective a rmeron (31 ',. ' t t SEQ.: 5662009 raaaa era w conceit*and a no ine should ay toads greater than S Dea pn assumes ea roses w b a used n a non-corrosive srn ramern yG 943 design loads De applied to ar9'c•rtbdnara. and war*dry odrdiian'd use . e) f y2Br1 �.�ti"' TRANS I D: 379152 s.C,nwtrw nes no raw,aw and aaaarr.s..reap.utty ro use 6. ted bearing se ad supports shown shim or wedge ifnecessary G ,t fabrication.handing,shipment and installation d dorwdnenrs 7,De assumes 'Sys m�r* 6.This design is haMhed suGed te We anwasons set arm M e.Plates snap be ax's adequate lanesag "ofbuss`ss..�placed so thew coon ��9. C}1� ,S . TPUwtCA N SCSI,copies a whirl,will be tawr»d upon request. ries comae.with pint term.toe. 4-;3:'13 L aMTekUSA.Inc.7CampuTrusSoftware 7.6A-SP4(tl)-E 10 Fa basic connector piste assign odes tee ESR-1311,ESR•1986INT a1) rEXPtRES 6 0 II6 This design prepared from computer input by ARIEL TRUSS VANCOUVER, WASHINGTON-CODY LUMBER SPECIFICATIONS TRUSS SPAN 16'- 8.5` TC: 2x4 OF a1SBTR LOAD DURATION INCREASE = 1.15 IBC 2001.3=6 MAX 3EMB57 FORCES-63 57 6.8=(.211) 6655f1655 8.3 (Oy 4.10) TOM 8C: 2x4 OF 1168TR SPACED 24.0. 0.C. 2.3. .861 392 (((-862 349 6.4:( 211 655 WEBS: 2x4 OF STAND 3.4< TC LATERAL SUPPORT<= LOADING 4.5= -73 57 t2.0C. VON. LL( 25.0)+DL( 7.0) ON TOP CHORD= 32.0 PSF BC LATERAL SUPPORT 4. 12'0C. VON. DL ON BOTTOM CHORD= 10.0 PSF TOTAL LOAD= 42.0 PSF BEARING MAX VERT MAX HORZ MG REQUIRED 6RG AREA REACTIONS REACTIONS SIZE 50.I11. (SPECIES) OVERHANGS: 24.0' 24.0' LOCATIONS LL.25 PSF Ground Snow (Pg) 0'• 0.0' .144/ 830V •113/ 113H 5.50' 1.33 OF ( 625) Connector plate prefix designators: 16'- 8.5' •144/ 830V -1131 113H 5.50' 1.33 OF ( 625) C,CN C18,CN18 (or no prefix) =CoapuTrus, Inc LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL U,M2bHS, M18HS,W16=MiTek WT series REQUIREMENTS OF 18C 2008 AND IRC 2006 NOT BEING VET. Design conforms to main windforce-resisting BOTTOM CHORD CHECKED FOR IOPSF LIVE LOAD. TOP system and components and cladding criteria. AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. Wind: 110 mph, hn2Oft, TCDL=4.2,BCDLa6.0, ASCE 7.05, Enclosed, Cat.2 Exp.B, MFRS,interior zone, toad duration factor=1.6, Truss designed for wind loads in the plane of the truss only. 8-04-04 8-04.04 T f 12? IIM•4x4 12 6.00 - •`'-.6.00 s- 3 1. O (O O N rO 8 O M-2.5x4 U-1.5x4 M-2.5x4 r y r 8.04-04 8-04-04 y 2-00 16-08-08r y .00 JOB NAME: JEROME TIWWD 62 Scale: 0.4160 ep PROpe S+ WARNING I..midsta der.seoncomamaeiami*,sawedofwc.nealHates to Thaida1OUS.wee otherwise noted ed boy upontwpararesetssiowher,drs+«,n.mna�ai fC.yyk e.,„(G NfiF. /O-k Truss: B2 and Wern.xga before construction commences. Neldig component.Applirabety of design parameters and 2.2 4 O prss.ion hob bracing mat w nutted*,tars stow,.. incorporation of conpanrd a the r.o raN y bub Dtissq wr. ( :A 3.Add,sonsl temporary bracing to mime atabity ournp construction 2.Design assumes the top and dodoes acrd,c tauvaey braced x 1 ' i DES. BY: EE .mow' attao.c.r a w err reepoimebeey of the amour.Addr6onx pomwnent bracing of continuous sheathing yplywood*$.x119119(7 ) dyw C1 y DATE: 9/13/2013 er overall swame b the assonsibatty of dee vetoing designer. 3.2s Impact bridging or axone bracing required where shown.• (4/1.!6(11°:::14 :1 /1, R' m 4.N o load shouN w applied to any carpo ent until after as bracing and 4.Instaeation of foal is df•mwpo otUy a the NopegHe contactor. V SEQ.: 5662010 futxias are comptet,and at w tine shout any bads guts,ow 5.Design assume*times are b w used h a non-cortwhe environment t,� (l� a design loads*,Maid to any bo+nponent. 6.Ds *Mimes boxing ori supports shown.Stern or Lg6( t,,,� TRANS I D: 379152 5,compuyna has ed ddrtrnt over and assumes no 4y for th. naeesary wedge a 9L� �1 fabrbatbn,handling shipment aro insWxno ofcomponents. pmvid.d I 6.TNs design la furnished subject to the mandation ser form .oases assumes ubetooil adequateobothfaces drainage bd J 0�� TPWJTCA N BGSI•copies of which win be tunsefed upon request 8.lanes on {aqa mss.aft ptarsd w their termer 9.ogee awiuro size joint ptas"aairr.w*. JI ?' 3 Mtiek USA,InclCompuTrus Software 7.6.4SP4(1 L)•E to Fa basic connector plate design 613011,1 rakes lea ESR-1311.ESTI. IabTw,) EXPIRES i 11111 This design prepared from computer input by ARIEL TRUSS VANCOUVER, WASHINGTON-CODY LUMBER SPECIFICATIONS TRUSS SPAN 28'- 10.7' IBC 2006 MAX MEMBER FORCES 48R/GDFICq.1,25 TCM TC: 2x4 OF 118818 LOAD DURATION INCREASE = 1.15 1-2= -73) 57 2- 6. -600 1727 3- 8= -439)249 BC: 2x4 OF 816818 SPACED 24.0' 0.C. 2- 3= •2041) 765 8- 9= .410 1125 8- 4s -104) 681 WEBS: 2x4 OF STAND 3- 4a -17911 596 9- 6=(-600) 1727 4- 9a -104) 681 TC LATERAL SUPPORT<n 12'0C. UO%, LOADING 4.5=11111111((((•1791))1) 596 9- 5s(-439) 249 BC LATERAL SUPPORT<. 12'OC. UON. ll( 25.0)+OL( 7.0)ON TOM CHORD= 32.0 PSF 5- 7.(-2-73) 57 765 OL ON BOTTOM CHORD = 10.0 PSF OVERHANGS: 24.0' 24.0' TOTAL 1070= 42.0 PSF Y•1.5x4 or equal at non-structural LL a 25 PSF Ground Snow(Pg) BEARING MAX VERT MAX%QRZ ERG REQUIRED ERG AREA vertical members (uqn). LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL LOCATIONS REACTIONS REACTIONS SIZE SO.IN. (SPECIES REQUIREMENTS OF IBC 2006 AND IRC 2006 NOT BEING MET. 8' 0.0' -2151 13420 •1741 174% 5.50' 2.15 OF ( 625 Connector plate prefix desi nators: 28'- 10.7' 21St 13420 1741 174% 5.50' 2.16 DF ( 625) C,CN,C18,CN18 (or no prefix =CoepuTrus, Inc BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP V,M2OHS,W18%S,M16=Mitek series AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. Design conforms to wain windforce-resisting system and components and cladding criteria. Wind: 110 eph, h=20ft, TCOL=4.2,BCDLa6.0, ASCE 7-05, Enclosed, Cat 2 Exp.8, MRS,interior zone, load duration factor*1.6, Truss designed for wind loads in the plane of the truss only, 14.05.06 14-05-06 M•Z.Sa4 or equal,Tt non-structural diagonal inlets. 1` 7-04-09 7-00-13 6-11-04 7-06-02 7 12 11-4x6 6.00. 12 6.00 4.0' ,- 4 *441444 I N•1.5x4 IU-1.5x4 o / 0 m I . I 1 I et o a. . - o_a - Z' 8 9 0 '51M-4x4 M-2.5x4 MHS-3x6(S) U-2.5x4 '11.4x4 9-09-14 y 9-03 9-09-14 y ; i y 12.00 16.10.12 1 2-00 28-10-12 2-00 r JOB NAME: JEROME TIGARO - Cl Scale: 0.2501 ,,rGOPROFF is 1 WARNINGS: otNERALNOTES,Maas otheremnoted: s3., (3tNE' sow 1.evader and mann conreaa should be advised a as General Notes 1.The design w based only upon the parameters sham and a for an indlviduat r�� 'I� C. -f Truss: C 1 and Warnings before women a cam encs taalde g component Apalca eey a du p.rawwt.n and prop.. V 2.2s4 compression w,o twacrq haul b.nsoslNd Mereshown• incorporation d component a ora responsibility of the C I DES. BY: EE 3.Additional temporary bracing lo imam m steoaity dump conseucwn 2 7 o,c mines the top and bottom chords b be Bale braced at a the raspdylb4ay a the arante Addweanal Permanent Prams)a z o c and u 10'o.c reapeclvely ufaeas Woad dtmughad weir by a DATE: 9/13/2013 the ovens stem s,is Me restons only a ee budding dewp,er. 3,bCO'a mma uieiVN1g such as plywood 1 4.No cad should be � suo a Mae among required'e Mere shoown r•• C amend to any component ung after all bracing and 4.mstssabon a buss ts de iaeponsuse a the respective contractor • C• SEQ. : 5662011 f4sronart ora cdmpbl.aro tit retie,.enowd any load,grimier than 5 01491 assumes trews ora b be wad n a riorrcmoaive environment. '1414) vR' 0� TRANS I D: 379152 5.db 1Feb00 to any component. 6.Oand ere fo urrae 'of rgS t" r26.1p' q COMpl4Pw has no control over and asumes no reeponaibsey for the t>.xag It as supports show".Shim a wedge if 'f7/2/w t fabrication,handing Moment and Installation a components. 7.Da adequate drainage r o.r ded Y'�v wt. nJ'��'` 6.This design is furnished subject to the tvnxaeons sat forth by a.Plates shalt oe located on tab faces a truss.and paced so Mir carder wS V[s j �,;- 3 I TPIMTCA in SCSI.copies of which veil be furnished upon request. Wes coincide with Me maw tines r' I;Ill MlIRAUSA.hfcJ 9Forbsiccatasweapleennni EXPIRES 6130!11,, CanpuTrusSoRwaro7.6.4-$P4(ll)E 10 For basic connector PialaM ut,.. eaESR•1111.ESR14B8(MiTaAI rya 91ipppp This design prepared from computer input by ARIEL TRUSS VANCOUVER, WASHINGTON-COOP UMBER SPECIFICATIONS TRUSS SPAN 27'- i0.7* 180 2006 MAX MEMBER FORCES 4110/G0F/C01.25 TCM TC: 2x4 OF AIIBTR LOAD DURATION INCREASE = 1.15 SC: 2x4 OF M13BTR SPACED 24.0' O.C. 1- 2=( -73 57 2.10=(•573) 1835 3.10=( •441 251 WEBS: 2x4 OF STAND; 2. 3= -2164 719 10.11= -37311 1163 10. 4= 96)815 2x8 OF SSA LOADING 3- 4= •1915 $50 it• 8= •365 1392 4•ft= •112) 748 LL( 25.01.0L( 7.0) ON TOP CHORD= 32.0 PSF 4- 5= -1881 552 11. 5= •405111 242 TC LATERAL SUPPORT c=12.00. I. N.ODL ON BOTTOM CHORD= 10.0 PSF 5- 7= -1716 523 17. 8- -97) 297 BC LATERAL SUPPORT c=12.0C. WN. TOTAL LOAD r 42.0 PSF 6- T=(-1714) 469 7. 6=(-1983) 822 7- °� -328)294294 LETINS: 0.00-00 3-00-00 L! =25 PSF Ground Snow (Pg) OVERHANGS: 24.0' 24.0' BOTTOM CHORD CHECKED FOR A 20 PSF LIMITED STORAGE BEARING MAX VERT MAX 1ORZ BRG REOI11RE0 BRC AREA Connector plate prefix designators: LIVEBO D Al LOCATION(S)TIONSPECIFIED NBYY IBC CF200 . LOCATIONS REACTIONS REACTIONS SIZE SO.IN. (SPECIES) C,CN,Ct8,CN18 (Or no prefix) = nus, Inc 00 0- 0.0' 209! 13859 174/ 1$4H 5.50' 2.22 OF ( 825) N,M2016,YtBkS,M16=Milek Mt series 27'• 10.7' -209/ 13929 •174/ 154H 5.50' 2.23 OF( 625) Design confores to wain windforce-resisting system and coaponents and cladding criteria. Wind: 110 mph, h=2Oft, TCDL=4.2,BCOL=6.0, ASCE 7-05, 0-05-04 Enclosed, Cat.2 Exp.8, VMS,interior zone, load duration factor=t.6, 14-05-06 '� Truss designed for wind loads T 13-05-06 in the plane of the truss only. 7-06-02 6-11-04 5-03-04 5-00-08 2.08-06 4 12 8.00 I1.4x6 12 44 ( -- 6.00 Iii� U-1.5x4 1d-1.5x4 0 �1 0D N•1.5x4 (1.2.5x6 "CI: ...e-4111116\16,- 0 • 10 M 11. 1.1-3x43x8 •3x4 MHS-3x6(S) 11.3x8 8-3x8 -9'o y l y 9-09-14 9-09-14 8-03 y r y 12-00 15.10.12 j 2-00 27-10-12 2-00 i JOB NAME: JEROME TIGARO -C2 Scale: 0.2459 S��R�G PFA�s, C2 WARNINGS: GENERAL NOTES.unless otlwwaa rated: _... ... C, s.. '� Truss: t r+ w and«.nip,connector mesad be advisee of ea General Notes t.The design a basso«e9 won the w>n+a«s shear,and a kg a,ewMa,at C� f erntenga before aornwuctlon oomnwncas, tmwle'ag eornponane Apyicapeey a aesgn parameters designer. �� ) n 2.2x4 catpressiorn web bracing must be mstabed where shown. rwrpaaocrn d component a the raapone0aiy dine bit DES. BY: EE 3.Additional temporary tracing to inure staaty doxy construction 2 Design assumes the top tea tsdmob cto Os b be tateraey tracsd a j1�' b M responsibility of the erector,Additional permanent treong d 7 oc uW at td o c respartt,rety taieae fraud tnroughomt ISM,i�pun) 1 DATE: 9/13/2013 the merit structure fs the responsewy of the ixmdirg desgor 3.2■Impact bcontinuous ridging or hieRIX,g such as Atwood recur e7'be d r«atCee} OR)* SEQ.: 566201 2 4.tea should be applied to'm'component urea after at bracing and 4.tbstaeabon of taus u me negro edgy of the respects,"Contractor mompMta and N n0 tnna,tb,ad any bags greater man 5.Design assumes busses are b be used n a non•corrosire environment. (� 0 TRANS ID: 379152 daagntownwapptedtoany ctaipaera rawer drychuTb of use. w+d0ad 0 1j-z6.\ ,`Q� 5.CompuTnm has no conifer over and assumes no res0atsibilty for the S.Design assumes t i bong at e/supports stows.She or fabrication.handing,shipment end netaeation of components. 1.Design assume,adeat ere drainage is peov e.This dsipt*furnished subbct to the a nitaho s set tam by 8.pate,snail be boated on bon fab of russ.and placed so bar center f�'�' 0���5 i iii 13 TPt WTCA in Res,,copies of wiudh win be furnished upon request, ales coincide wan pint censer Ines. Ii i 11 1MiTek USA,tnclCocnpuTrua Software 7.6.4$P4(IL)-E to Fos bean ashcans sane ofplatepa e n inches 1•� I design h,es see ESP-1311.ESR•194e ASLTeit) E TIM" 6/"r"- N J 1 IIYI1111nI11���� This design prepared from computer input by Illfllppp ARIEL TRUSS VANCOUVER, WASHINGTON•COOV LUMBER SPECIFICATIONS 27.10.12 GIRDER SUPPORTING 29-04-00 TC: 2x8 OF SS IBC 2006 MAXH(AX MEMBER FORCES 4N11/60FJ =1.25 SCM LOAD DURATION INCREASE = 1.15 (Non-Rept' 1- 2=� •72} 56 2- 8. -1738 17164 B• 3=( -510) 4456 BC: 2x8 OF SS 2. 3e •146201 2018 8. 9. -1680 12282 3. 9=(•4308 600 WEBS: 2x4 OF STAND; LOADING 3. 4a( -9652j 1340 9-t0s -1542 11296 9- 4.((-1018 8052 2x4 OF eI68T1�A LL . 25 PSF Ground Snow (P9) 4. 5=)+ -9654j 1338 10. 6. -1542 11302 9- 5=(-3168 436 IC UNlF IL( 50.0)+01( 14.01. 64.0 PLF 0'- 0.0' TO 27'• 10.7' V 5. 6'(.13442) 1860 5-10.) -462 4032 TC LATERAL SUPPORT 4s 12'0C. UON. BC UHIF LI( 341.7)+01( 252.3). 594.0 PLF 0'- 0.0' TO 27'- 10.7' V 6- 7.( 72 56 BC LATERAL SUPPORT r_ 12'0C. UON. LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL OVERHANGS: 24.0" 24.0' REQUIREMENTS OF IBC 2006 AND INC 2006 NOT BEING MET. BEARING MAX VERT MAX H0R2 BRG REQUIRED SRO AREA LOCATIONS REACTIONS REACTIONS SIZE SO.16. ISPECIESy Connector plate prefix designators: BOTTOM CHORD CHECKED FOR IOPSF LIVE LOAD. TOP 0'• 0.0' -13151 9306V -1741 1740 5.50. 14.89 OF ( 625) C,CW C18,CR18 (or no prefix Compuirus, Inc AN BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. 27'- 10.7' -1315/ 9306V -174/ 174H 5.50' 14.89 OF ( 6251 U,M261HS,M18HS,U16 s Mitek MT series ( 2 ) complete trusses required. Join together 2 ply with 3'x.131 DIA GUN Design conforms to main windforce•resisting nails staggered at: system and components and cladding criteria. 9' oc in 2 row(s) throughout 2x8 top chords, 8' oc in 2 row(5) throughout 2.8 bottom chords, Wind: 110 mph, h.2Oft, TCDL.4.2,BCDLa8.0, ASCE 7-05, 9' oc in I rows► throughout 2x4 webs. Enclosed, Cat.2 Exp.8, MRS,interior zone, load duration factor=1.6, Truss designed for wind loads in the plane of the truss only. 14-05-06 13-05-06 1 7-11-12 6-05-10 6-06-06 6-11 12 M-4x12 12 6.00_ -- -'6.00 4.0' 4 .f1-rrt it Y y 4.7' M-4x9 I M-4x9 ZS �� A bo r. �.�(A m r PIPIIrII :Il!ø 1 I N ' v 1 I Io 6 i U-5x16 M-4x9 MHS-7x12(5) M-8x10 U-4x6 U18HS-9x14 .1 ), l y l 7-04-11 7-00-11 6-08-02 6-09-04 f i 1 12-00 15-10-12 r y y 1 2-00 27.10-12 WEDGE REQUIRED AT HEEL(S). 2-00 108 NAME: JEROME TIGARD - C3 �p PROF S Scale: 0.2459 �tG�S 4'/ WARNINGS _. GENERAL NOTES,unless otnnnse naw: ...... ... �5 1N 1.Ruedw and ninon convector non be advised of all General Notes L This o.sgn s bases a8yupon to peram.ten non and u for an ma,v,auat DC7 f,� �• Truss: C3 and Warring;before constnrd,on commences. oiling=wont Apawoih of dagn paramrtsn and proper V 2.214 compression web ton t9 must be metalled ante linen.. +'<orDaaian of component m ma rasponucWty Or the lending dmigter. Ct. 1 1 3.AddNorel bmppary bractrg to melee 4absdy awirq txrotn,cmn 2.Desgn assumes the top and bottom shads to be laterally bracedat ' DES. BY: EE es in responsibility et to erector.Additional permanent brac1q of Z o at 17 conhnunus o�c p3 ado alp+,vood C).nmartheir raven gcby DATE: 9/13/2013 to twenas►haus is the responsibility of Oe building desgner 3 2x Impact bndgig a lateral tracing required when show.. 6 N 4 No bad Wain be applied to any component u is Antal braceg and 4.tnstasation a Ove is the responaid ey at Ore respective contractor. y 0•, 043 6E0. : 5662013 IaWnert aro co pieta and.t no Wale VOA'any bads 9,,,,t0 man 5.Desgn assumes vanes are b be used in a non.ccorosm environment aesgn bads be apPeed to any componentNd.n for'dry,wrd.grf of use Q 4%r 26 19 U2 TRANS I D: 379152 5 eompuTrw has no coact over and assumes w responsibility Ion to 6.Design assumes fW bowing Nan supports shown.Shim or wedge if 2,),„, N fabrication.handing.shipment and installation of components T Design assures adequate drainage is prowled. ✓A O 6.The Ono b fi nited suhjeot to the fit tationa sat form by 8.Plates shalt be boated on boar fates of buss.and placed so ales center ^•J .f,I(i 3 11 11111 1�!111111 TPVWTCA in SCSI,copies of et•.ch win be furnished upon requestnes conedo oat pie center hoes 1 ba � of MtTekUSA.InciCompuTrusSoftware 7.6.4•SP4(1L).E connector patedesgnv.wessee ESR-131 t,ESR.1566(Mani t EY.PIRF_S 6134/l . ,,� J . l MThis design prepared from computer input by ARIEL TRUSS VANCOUVER, WASHINGTON-CODY LUMBER SPECIFICATIONS TRUSS SPAN 14'- 4.0' TC: 2x4 OF M188TR LOAD DURATION INCREASE = 1.15 Design conforms to main dicladdinrcriterig BC: 2x4 OF 01116TR SPACED 24.0. O.C. system and components and claddingcriteria. IC LATERAL SUPPORT<= 12'OC. MON. LOADING Wind: 110mpft, h=20ft, TCOL=4,2,BCOLc6.0, ASCE 7.05, BC LATERAL SUPPORT 12'OC. MON. LL( 25.0)+01( 7.0) ON TOP CHORD= 32.0 PSF , Cat.2 Ex B YNFRS OL ON BOTTOM CHORD = 10.0 PSF interior zone, load duration factor=1.6, r- Connector plate prefix designators: Truss designed for wind loads C,CN C1B,CHIS (or no prefix) =CompuTrus, Inc TOTAL LOAD= 42.0 PSF in the plane of the truss only. 1I,U2OHS,UtBHS,M16=PITO MT series LL= 25 PSF Ground Snow(Pg) Gable end truss on continuous bearing wall van, 5.1x2 or equal typical at stud verticals. LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL Refer to COmpuirus gable end detail for REQUIREMENTS OF IBC 2006 AND IRC 2006 NOT BEING MET. complete specifications. BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. 7-02 _ 7-02 12 f 6.00 t2 1111-4X4 6.00 an ._ 3 v , v 4 cbli v c 0 11-2.5x4 1.1-2.5x4 3- l 2.00 14.04 y 1 2.00 JOB NAME: JEROME TIGARD -01 Scale: 0.4500 ��t��}}PROESS/ WARNINGS: note 1.guider and eeebo,cdrarectu,sho4d be adrsed day General Notes t Thisde NOTES,sonesupontabseils*rated. ._ \� U`�F design is wsadA sp upon the p eegn ar Shear,an.for M ndrriduat . Truss: D 1 2and Warnings before oauwud o oonureneas Wading component.Avg c+wav of daagn parameters and prover ) 2.214 compression web bracing must be untried*gore shown•. incorporation d component k the rsspdnsiDyaY Of tM budding dssrgner DES. BY: EE 3 °de'0onwlte1mporatybrarwg10sou.euolNdur.gcons5ncbon 2 z70C.a Nur a�"„°at10'oz.mp.ndbaroncoomlewseemsb.<ede 1Ili 'e»r spotsrpsay of the erector.Additional permanent brernn of .sp.ss ply amass o,azed tntdugtnd,x m„ ay / e DATE: 9/13/2013 meooveralwucbxeathe responwwtyoethats.lda11dasgr*r. 3 continuous ��sowasphyr47reod sMaowheres owne.dya"a e1. �' bndgeg dr Weal onto* required tette.shown a• 4.No load should be appaed 10 any component only atter al brae g aro 4.Design a,at teas o the retconsolay d the respective contractor - it., {)R'C• SEQ. : 5662014 fasten«s are candle%and atm tens shdud any*dads,eat*,than 5.Design assumes trusses era to be used n a nan•wrroswe resentment. TRANS T D: 379152 5.c a,i ' a VOW wartr s no rel,onsteasy w e 5 condition' •4y aupp«,s show^su,n *adds anecessary %:::.2,1C:o4N:41:fabrication.handing,s+urxmMt and nstasabon of comporn.ms.. T.Design assumes edentate dressage a ded.6.Ths designs furnished subject to the lnwatwrn set tdiin by B.Plates shall be ioCsted on bah hazes ot truss.and paced so peee center . : /:, I 11i TPIPWTCA n SCSI.copies of which oil be Am ssW upon request. urea comas wen+toot center Ones MiTekUSA Inc./Co 9 For sindicatesale cpahantries EXPIRES 6130115 rt�wTrus Software 7.6.4SP4(1L)-E te.Dasbasic comaatsrptate.etries urs see ESR.t3tt,ESN.ts68lsbiek{ • 666I1I1ggf�NN� i ® This design prepared from computer input by R 1IARIEL TRUSS VANCOUVER, WASHINGTON-CODY LUMBER SPECIFICATIONS TRUSS SPAN 14'• 4.0' TO: 244 OF 011BTR LOAD DURATION INCREASE = 2.3= •23 57 2.2-1.15 IBC 2006 MAX MEMBER FORCES2)R31.25 332 BC: 2x4 OF t1&BTR SPACED 24.0' O.C. 4=((•192 5 549 6.3=(OI 332 49F16- MESS: 2x4 DF STAND 3.4= -725 325 8.1=(•192 549 4 LOADING .5= -773) 325 TC LATERAL SUPPORT<= 12'0C. UON. LL( 25.0)401.1 7.0) ON TOP CHORD= 32.0 PSF 7311111) S7 BC LATERAL SUPPORT<= 12'0C. UM. DL ON BOTTOM CHORD = 10.0 PSF TOTAL LOAD = 42.0 PSF BEARING MAX VERT MAX HORZ BAG REQUIRED BRG AREA OVERHANGS: 24.0' 24.0' LOCATIONS REACTIONS REACTIONS SIZE SO.IN. (SPECIES) LL =25 PSF Ground Snow (Pg) 0'- 0.0' -130! 7300 -1011 101H 5.50' 1.17 OF ( 625) Connector plate prefix designators: 14'- 4.0' -130! 730V •101! 101H 5.50' 1.17 OF ( 625) C,CN,C18,CN18 for no prefix) =CompuTrus, Inc LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL U,M20HS,M1BHS,Mt6=Mitek MT series REQUIREMENTS OF IBC 2006 AND IRC 2006 NOT BEING MET. Design conforms to main windforce-resisting BOTTOM CHORD CHECKED FOR IOPSF LIVE LOAD. TOP system and components and cladding criteria. AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. Wind: 110 mph, h=20ft, tCDt=4.2,8CDL=8.0, ASCE 7.05, Enclosed, Cat.2 Exp.B, MFRS,interior zone, load duration factor=l.6, Truss designed for wind loads in the plane of the truss only. 7-02 7-02 12 liM-4X4 12 6.00-- `.:6.00 .f- 3 14 1. u9 0 a c Oil 6 - 0 M-2.5x4 M-1.5x4 M-2.5x4 6 7-02 7-02 - - y 1, 2-00 14-04 2.00 JOB NAME: JEROME TIGARD • 02 Scale: 0.4500 �4to PROFF ', s, _ WARNINGS: _._ GENERAL NOTES,unless Wanes*noted: <0 G3 NF OZ 1.&Ad r aid erection contractor shoud be advised a all Central Notes 1.Thisgn a d.sbased only upon the paraeetenshownshn and a far an rdnldual (`C�' �, Truss: D2 ane Warnings before construction commences building component Appiueewy of design parameters and proper 2.2z4 bdrnpvassioe web bracing mast be eatanad where snosm• inMrDdr«on of component a the raspawaawy of m e bidding designer �" / . 1 3.Adabonei temporary bracing lo assure stably during constructors 2.Design assumes the top and bottom chords to be tabray Drmaceutir 1a«tnpp, [i�� a DES. BY: EE a ea rssponsblay of the enamor.Addi➢d a permrwnt bracing of xc o c and at 10'ft.c-r.spenbewly unless braced throw:POW dYwea( by �,I DATE: 9/13/2013 t e overall structure a the reaponsibaay or t e building r 3.2x Impact Waging Gsrmlovng reta!bracing�requi where shown • M(ec1 0�yRr1 C m co a,No load Vaud be app ied to any compeonent unto after as tracing and 4.Instwaon of tis a the responsibility of Me respeave contractor. it, R S EQ.: 5662015 ere M nD cane aetanldae any twos mar«man S.Design assumes trusses we b be used n a nrn-cdrrostve environment, l'26.180 p' design toe applied to any and we for'dry condition'of use. _ CompuTrus ries no control over arid assumes re rayon:daily 6'136616 6666mes 166 66866g TRANS I D: 379152 6� eh4m ad a> aninstallation in t aatw,of enpona In,f ot the a Design mesad on boatfacesa prwr x.and pwcad sot r center ��'Cl/1..100%C+ ' _ r.,, sal forth T.oases shall scaed on tlnunpewpooss.a of 7;7 1p1nNTCA N SCSI,tapas of whirr viii be hrnahed upon request. Ines coincide with tont p center Inca. EXPIRES C i� e 1111111i!!,ill 9.Dgbadiate size of pre nitches. V(JOI�✓ M,Tek USA.inciCampuTtue Software 7.6ASP4(iL}E 10.For basic connector pate deur vote es see ESR-1311.ESR-1988(tbTek` 4 IaiH�11g911R9Ru11 This design prepared from computer input by ARIEL TRUSS VANCOUVER, WASHINGTON-CODY L1lrIBER SPECIFICATIONS TRUSS SPAN 23'' 10.5' IBC 2006 MAX MEMBER FORCES 49111/60F(C0.1.25 TCM TC: 2x4 OF 618BTR LOAD DURATION INCREASE = 1.15 1- 2') .73) 57 2. 8=(•480) 1392 3. 8=(•348) 192 BC: 2x4 OF I18BTR SPACED 24.0' O.C. 2-3=-16531)?627 8- 9=(-338) 915 8. 4=( -73 546 WEBS: 2x4 OF STAND 3-4= .1450 485 9- 6=(-480) 1392 4. 9=( -73 546 LOADING 4. 5= -1450 485 9- 5=(•348 193 IC LATERAL SUPPORT<= 12'0C. UON. LL( 25.0)+DL( 7.0) ON TOP CHORD= 32.0 PSF 5. 6= -1653 627 BC LATERAL SUPPORT<= 12'OC. UON. DL ON B0 TTOM OMLCHORD = 42.0 PSF 6- 7=( -73) 57 OVERHANGS: 24.0' 24,0' LL= 25 PSF Ground Snow (Pg) BEARING MAX VERT MAX HORZ 860 REWIRED 8RG AREA 11•1.5x4 or equal at non-structural LOCATIONS REACTIONS REACTIONS SIZE S0.IN. (SPECIES) vertical memoirs (udn), REQUIREMENTS OF 18CC 2006 ANDE DOES NOT LY DUE TO!RC 2006 NOT BEINGAVET. 23'• 10.5' •186/ 1131V -1491 149H 5.50" 1.81 DF ( 625) Connector plate prefix designators: C,CN 018,CN18 (or no prefix) =CompuTrus, Inc BOTTOM CHORD CHECKED FOR IOPSF LIVE LOAD. TOP Design conforms to main windforce-resisting 8,62086,0184,1116=YLTek YT series AND BOTTOM CHORD LIVE LOADS ACT NOW-CONCURRENTLY. system and components and cladding criteria. Wind: 110 mph, h=20ft, TCDL=4.2,8COL=6.0, ASCE 7-05, Enclosed, Cat.2 Exp.B, MFRS, interior zone, load duration factor=1.6, Truss designed for wind loads in the plane of the truss only. 11-11-04 11-11-04 M-2.5x4 or equal at non-structural diagonal inlets. 1 6-03-01 5-08-03 5-08-03 6-03.01 1212 6.00 M-4x6 6.00 4.0' 4 .,<-ry s- M-1.5x4 M-1.5x4 \II o 1ill IIIIIIIPP/ Cl 1111 0 r+ ex 6 g o M-2.5x6 M-2.5x4 MHS-3x6(S) M-2.5x4 M-2.5x6 k 8-01-13 y 7-06-15 y 8-01-13 1 10-00 l 13-10-08 ), y i y 2-00 23-10-08 2-00 JOB NAME: JEROYE Tt6ARO • El Scale: 0.2830 4,S 16' P $s WARNINGS: -.. -... GENERAL NOTES.unless otherwise noted: err rr e '+-10144, ©Q! 1.Busdsr and erection connector should be adnsed ot ex General Naos 1.This design is based crsy upon the parameters shown and in for en rdwduai r�.L '4,/ I end Warnings before construction mnunnitn. building component AAP y of design parameters and proper Truss: E 1 2.2x4 compression web braces must be maned where shown• ncapoa6a of component is me responsibility 01 the DOWN dewgr4r J 1. �.AdOmonah temporary Wacky b nature satdty awns construction 2 Design assumes the top and bottom chords to be earay braced et i a s Si responsibility of the erector.Addition)pemenent broom« c o etc.and st 1 a'o c respectively inns braced svogldut Iter by DES. BY: EE oontnuaresnaadw+pwcr»pyroodshesnehq(Tela+swrdrywafBcl DATE: 9/13/2013 the ward structure a de responsibety of the bolding deegner. 3.2x impact bridging dr ateral bnrine required wean Shown.. ( ' t e 4.ND end shouts be applied to any component wet after me bracing an0 4.tn*taxaaon of truss s the responlArdy of Ve respective contractor G 0� SEQ.: 5662016 t.stet i are aompets and at,0 10,0 shoed any bola areal«than 5.Novo assumes trusses are be wad n a ndn.der,saw..m4b rn.m. �„¢ 41'26.` ,�O` design foods be applied to any mnponent. and ere for'dry oodition•of as., /♦/ TRANS I D: 379152 s.CompuTrus has no control over and assumes ro responsibility for the 6Design assurtne fix b.arep at as supports shown.Shan a wWQo d [r1,a�t r1 115 fabrication.handling.sNpmem and 7rotaaat on of components. war,, d A.J ON 6.The design is furnished subject to its Umtaboru sal fart,Dy 8.Plates bleated on b faces of suss,and paced so then center i J!5/i�f i TWNECA n SCSI,copes et which wit be furnished upon request. Ys al rCaba wiur ow alines es 9 Digin indicate'Pe of pate n aides II , IIIII I M?ekUSA.lne.lCompuTrusSoftware 7.6.4•SP4(1L)-E tOnor boot nomnarlaprate design values see ESR•1711-ESR-198B(MnTelt) EXPIRES 6/30115 4 e 1 11111111 1This design prepared from computer r input by 1 ARIEL TRUSS VANCOUVER, WASHINGTON-CODY LUMBER SPECIFICATIONS TRUSS SPAN 23'- 10.5' IBC 2006 MAX MEMBER FORCES 4WR/GDFf 1.25 TCM TC: 2x4 Of dI&BTR LOAD DURATION INCREASE = 1.15 1- 2=1 -73 57 2- 8=(•480) 1499 9- _(-348) 192 BC: 2x4 OF 1188TR SPACED 24.0' O.C. 2. 3=(•1775 627 8- 9=(-338 990 8. 4=( :73) 610 WEBS: 2x4 DF STAND 3.4= -1572 486 9- 8=(-480) 1499 4- 9=(( 73 610 LOADING 4-5= -1572 485 9- 5= -348 193 TC LATERAL SUPPORT c= 12'0C. UON. LI( 25.01.01.1 7.0) ON TOP CHORD : 32.0 PSF 5-6= -1775 627 BC LATERAL SUPPORT C. 12'0C. UON. DL ON BOTTOM CHORD = 10.0 PSF 6- 7e •73) 57 TOTAL LOAD = 42.0 PSF OVERHANGS: 24.0' 24.0' LL=25 PSF Ground Snow (Pg) BEARING MAX VERT MAX HOZ SRC REOUIRED BIG AREA Connector plate prefix designators: LOCATIONS REACTIONS REACTIONS SIZE SO.IN. (SPECIES) C,CN C18,cN18 (or no prefix) =CompuTrus, Inc BOTTOM CHORD CHECKED FOR A 20 PSF LIMITED STORAGE 0'- 0.0' -186/ 1182V -1491 1498 5.50' 1.89 OF ( 625) 11,112016,1118115,1116=MSTek MT series THE LIVE BOTTOM AT ORD LOCATION(S)DEAD SPICIFIEED INBY IBCC F200 PSF. 23'- 10.5' -186/ 1182V -149/ 1498 5.50' 1.89 OF ( 625) CDesign conforms to main windforce-resisting system and coiponents and cladding criteria. Mind: 110 mph, h=20ft, TCDL=4.2,BCDL=6.0, ASCE 7-05, Enclosed, Cat.2 Exp.B, MFRS, interior tone, load duration factor=1.6, Truss designed for wind loads 11-11-04 11-11-04 in the plane of the truss only. 6-03-01 5-08-03 5-08-03 6.03-01 ff1 12 12 M-4x66.00 6.00. 4.0' 4 .tr-,( j6\ i M-1.5x4 lifiltpor M-1.5x4 0 o: m'. o; r.! 'i c� res 8 9 -,+'o M-2.5x6 M-2.5x4 MHS-3x6(S) M-2.5x4 M-2.5x6 1y 8-01-13 7-06-15 8.01.13 1 y .1- 10.00 13-10-08 2-00 23-10-08 2-00 JOB NAME: JEROME TIGARD • E2 Scale: 0.2955 e'0 6:Pe ...._. - _.._ _.-. ._..WARNINGS: -....- GENERAL NOTES,onesodwrroenoted %, ON�+'i., 02 1.Beand eraceat contractor should be advised of as General Notes 1 Ths amen 1s based only Won tee parameters storm and is for an individual S Truss: E2 and Warnings before construction commencers. Waking component Appicda0 d desopens,parameters and properrbalding 9 1 . . - 2. !f► z.2s4 compression web bracing must No Installed wmere shovel•. t Design ration of I ne aid boodom t bbility e tetteerary braced at (t s 3.Ad ltbnat temporary bracing to lure Nabd4y during tosmuttion Z o c.and at 1d o.c,resp othely unless onkel euougerm mew ea / DES. BY: EE is responsibility d Ito erecesr.Additional permanent timbre of continuous sheathing such as plywood ahatAry(TC)and%or dtyvkR(BC). DATE: 9/13/2013 tha mean snxbea s the maponnsi itay d the building dammer 3.2,Imwa brwgire or latent orating required where storm•• 011'10* 4.No bad should be applied to arty mmpanere unci after al braces"and 4.Instaaeton Of ossa is the responsrbAty of oro respect+.contractor v`� CP . SEQ. : 5662017 „,,,,„„„„A„,„,,,.,.and$1 no tore*mod any Dads great.,man 5 Design assw,as trusses are to be used n e nonoorrosne anaToemerd. d,9 k•26,N ,<O design loads be applied to any component. Md vette*dry 00000.0 d use TRANS ID: 379152 5 conrpuTrsNis nodedsg=etand assumes tore:ponwgiiyfor m,. 6-�^"'um"6j1�atatwpptxt.ahon.Sh'mxrweds.a !s"0 A i1 c, faorirabon,handling.shipment and installation d components. T.Design assumes adequate drainage s phmiled. R.J 0`y 51/51/3 6.Itis designs benched subject to the Nmaaaons set faro by 8,Pietas stall be located on both laces of trios,and pieced so oret anter iFtM1YTCA in SCSI,dopes of which we to tuTrsred upon.i,quest. 9 Degas adnate scoincide ame a date n.,center roes 6/30115 I MiTekUSA.InciClxnpuTrusSoftware7.6.4SP4(1L)-E 10.For banconectorpataaagnvalues s..ESR-131 I.ESR•1088ismTet EXPIRES J . NMIThis design prepared from computer input by ARIEL TRUSS VANCOUVER, WASHINGTON-CODY LUMBER SPECIFICATIONS 23-10-08 GIRDER SUPPORTING 27-11-12 IC: 2x4 OF 818BTR LOAD DURATION INCREASE = 1.15 (Non-Rep) 1 IBC 2096 MAX MEMBER 7 -1472 089/GDF7- 21,23 TOM BC: 2x8 OF SS 2=(•'1322 1682 1- 7= •1472 10890 i• 2= 766) 3304 WEBS: 244 OF STAND; LOADING 2. 3=tt 8322 1168 8- 8= •1462 10604 2- 8= •3786) 530 244 OF A LL= 25 PSF Ground Snow (P 3- 4=( -8322 1156 9= .1448 10802 6- 3= •906) 7080 g) 54-- 6=5=(-12094 12-72 1870 9- S= •1458) 10886 8. 9=•-380) 512 IC LATERAL SUPPORT c= BC UNIT LL( 24.7)+OLi 14.0): 64.0 PLF 0'- 0.0' TO 23'- 10.5' V 4- 9= 3801 3304 BC LATERAL SUPPORT c= 12'0C. VON. BC UNIF LL( 324.7)+DL( 240.8)= 565.6 PLF 0'• 0.0' i0 23' 10.5'V 12'0C. UDR. LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL BEARING MAX VERT MAX HORZ BOG REQUIRED BEG AREA OVERHANGS: 0.0' 24.0' REQUIREMENTS OF IBC 2006 AND IRC 2006 NOT BEING MET. LOCATIONS REACTIONS REACTIONS SIZE SO.IN. (SPECIES) Connector plate prefix designators: BOTTOM CHORD CHECKED FOR tOPSF IIYE LOAD. TOP 0'- 0.0' -1035! 75152 -126/ (46H 5.50' 12.02 OF 625) C,CN,C18,CN18 (or no prefix)= COeputrus, Inc AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. 23'• 10.5' tOBBJ 76522 1261 14fiH 5.50' 12.24 DF 625) M,M20HS,8188S,1116=Mitek MT series ( 2 ) complete trusses required. Design conforms to main windforce•resisting [i. Join together 2 ply with 3'0.131 DIA GUN system and caeponenis and cladding criteria. nails staggered at: 9' it in i row(s) throughout 2x4 top chords, Wind: 110 aph, Weft, TCOL=4.2,BCOL=6.0, ASCE 7.05, 8' oc in 2 row(s) throughout 2x8 bottom chorus, Enclosed, Cat.2 Exp.B, MWFRS, 9' oc in 1 row(s) throughout 2x4 webs. + Laterally brace to roof diaphragm interior Zone, load duration faotor=1.6, + 2x4 web brace required. Truss designed for wind loads 11-11-04 in the plane of the truss only. ( 11-11-04 T 6-07-15 5-03-05 5-03-05 6-07-15 12 41•6x6 12 6.00 ' 6.00 e- 3 ,a M-3x10 M-3x10 4 Os o C") 0 I, 1,4•5x16 M-5x16 of _ __ '' v 0 78 9 4‘4�� o I I M-3x8 MHS-7x12(S) M-8x10 M-3x8 1 y y 1. l 6-06-03 5-05-01 5-05-01 6-06-03 ; 1, /- 10-00 13-10-08 1 1. 23-10.08 Z 2-00 JOB NAPE: JEROME TIGARD - E3 Scale: 0.3021 �c4G.DPROA-4 � WARNwos GENERAL NOTES.unless omewss.ne a: \�� NkGt NCL. `r/0 1 Builder and mason contractor Maid be advised d as General Notes 1.This amp based only upon the parameters shown end b for en wdw81um IC11 (0 ``. 4'.Truss: E3 and Warni ngs before construction cony noes. ourbny otxrnponent.AppCabasy ofds dation parameters and doper 2.2x4 compression wee Merino must be installed where shop.ii ancoporadcn d component b the resporgibatry of the building dei. wt. ) 3.Adam*temporary bracing b assume suability dung construction 2.Design assumes the Ido and bottom chords b be away erecta an 1 DES. BY: EE b the respons;b00y d the eraao.Adatioel permanent braong of 7 o.c and m 10'a c.reaperb y unless braced throughout user t by 4 DATE: 9113/2013 the overall structure b the raaponenbsoy d ane adding designer. 3.2aLapsct bridging o neral bracing r 0000.02 SuCh IN*madmama awe shoal l.°y"'* el CCC r� A a.No bad sabred te appaed to any component ob1 after u bracing and 4.Instasaton d bus n the responsibility o the respective contractor VOR't m do SEQ. : 5662018 fasteners ea cohere and at no time shoed any bads greater than 5 Design assumes busses mem be used n e nohoarosrra enveanment. Q G� �9� Qest9n loads G-op-ed to any component. and are for'dry rorndaiai'd,,, TRANS I D: 379152 5 eonpuTnn nu no control over and assumes no rssWns bs4y far the 6.De assumes full beating m as auplons mown.Slim o w,sdge y ^' /s�'26.ay .�U fabrication,handing shipment and installation d components. 7 Dunn assumes adequate w provided. ��'7.J 0" 6.ties design b hashed suited to ane tinuations set fora by a.Plates shat be pCated on boas of runs end placed so uwn center G ;^ !)3 AINI[�� TPSWTCA n BCS,copies d which wa be furnished upon ropiest Moes coincide wd,joist center Mew r?r IIIN 1 1 MiTek USA,IncJCotnpuTsus Software 7.6.4SPa(tl)-E to For Oats indicate wrsae of a inches. design values neo ESR-1311,ESN.ISM(.1.Tek) EXPIRES 6/30115 _